SFG3865
DRAFT
ENVIRONMENT & SOCIAL IMPACT ASSESSMENT &
MANAGEMENT PLAN
FOR KHUNTI WATER SUPPLY PROJECT
November 2017
Jharkhand Urban Infrastructure Development Company
Limited (JUIDCO)
Jharkhand Municipal Development Project (JMDP)


﻿Table of Contents
EXECUTIVE SUMMARY                  ........................................   .........2
1      INTRODUCTION................................................11
1.1 Brief Description of Project     ...............................   ........ 12
1.2 Objective and Scope of the ESIA Study.............................. 12
1.3 Approach and Methodology...............................            ....... 13
1.4 Layout of the Report         ....................................  ....... 17
2      PROJECT DESCRIPTION                ................................... ....... 18
2.1    General             ........................................... ....... 18
2.2    Proposed Project          ...................................   ........ 18
3      ADMINISTRATIVE, REGULATORY FRAMEWORK & PROJECT
CATEGORIZATION                 ........................................ ...... 35
3.1    Applicable National & State Laws and Regulations  ............. ....... 35
3.2    World Bank Safeguard Policies       ..........................  ....... 43
3.3   IFC EHS Guideline..............            .................... ....... 47
4      ANALYSIS OF ALTERNATIVES..............               ................ ....... 52
4.1    No Project scenario ............    .     ...................  ....... 52
5      ENVIRONMENTAL BASELINE...................................... 55
5.1   Introduction ...............................................55
5.2    Land Environment           ...................................  ....... 55
5.3    Natural Hazards................           .................... ....... 63
5.4    Air Environment           ....................................  ........ 64
5.5    Noise Environment           ................................... ....... 73
5.6    Water Environment           ................................... ....... 75
5.7    Ecology Baseline .............    .      ...................   ........ 86
6      SOCIAL PROFILE ....................            ........................... 87
6.1    Project Impact Area ...................................         ....... 87
6.2    Socio Economic Profile.................................             .....87
7      PUBLIC CONSULTATIONS AND DISCLOSURE              ..................    ........ 94
7.1   Identification of Stakeholders and Methods for Consultation ..... ........ 94
7.2    Findings of Public Consultation (Phase 1) ..................    ........ 98
7.3    Summary of Public Consultation ( Phase II)  ..................  ...... 107
8      ENVIRONMENTAL IMPACT ASSESSMENT............................111
8.1    Project Area of Influence ......................................111
8.2   Impacts due to project activity ........................... 115
9      SOCIAL IMPACT ASSESSMENT (SIA) & RESETTLEMENT ACTION PLAN (RAP) 133
9.1    SIA Methodology .....................................           ...... 133
9.2    Findings of Social Impact Assessment    ....................    .......1 33
9.3    Mitigation Measures................         .................  ...... 135
9.4    Resettlement Action Plan .............       ................. ...... 135
10     ENVIRONMENTAL MANAGEMENT PLAN.............................1 43
10.1   Objectives of the EMP         ................................. ...... 143
10.2  Institutional Arrangement for ESMP Implementation  ............  ...... 143
10.3   Project Commitments          ................................   .......1 46
10.4   Revisions to the ESMP         ...............................   .......1 47


﻿10.5  Environmental and Social Management Plan  .............. ........... 147
10.6  Environmental Monitoring      ..............................  ...... 168
10.7  Capacity Building and Training .............................. 178
10.8  ESMP Budget            ...................................... ....... 180
Annexure 1: Environmental and Social Screening Checklist  ............... .......... 187
Annexure II: Aam Sabha Proceedings (Birhu Village) ............................1 99
Annexure III: Minutes of the Consultation held on 30th of May 2017 with Self Help Group of
the Khunti Nagar Panchayat to discuss the Water Supply Scheme proposed for
World Bank funding....................................................200
Annexure IV: NOC issued by KNP for......................................202
1.    Designated Disposal Site For construction waste and sludge at Belahatti .... ....202
2.    Land for Labour/construction camps near WTP. ....................   ......202
Annexure V: Applicable Environmental Standards  ......................... .....204
Annexure VI: Top Soil Management       .............................................209
Annexure VII: Labour Camp Site Management Plan...................   ...........210
Annexure Vill: Construction Debris and Waste Management Plan........ .... .......220
Annexure IX: Occupational Health and Safety Management Plan........ ..............224
Annexure X: Scheduled Tribe Development Plan....................................229
Annexure Xl: Impacted Households.................      ................. .....233
Annexure XII: General Guidelines for Chlorination Plants  .........................231
Annexure XII: ESMP Monitoring Report by PIU.......................       .........236
Annexure XIII: Environment Impact Assessment Methodology............   ........240
Annexure XIV: Forest NOC Application and Map of pipeline ............... ...........243
Annexure XV: NOC issued under FRA, 2006, Section 3 (2) (for replacement of pipeline in
0.0235 Ha of Forest land)  .............................     ..............246
Annexure XVI: Justification of Point No. 5 of Forest NOC .............. ..............247
Annexure XVIl: NO OBJECTION from Water resources department for water withdrawal
from existing intake point     .................................... ......248
Annexure XVIII: SCOPE OF WORK FOR SAFEGUARDS SUPERVISION .......          .......249
LIST OF FIGURES
Figure 1: Components of JMDP          .................................. ......11
Figure 2: Overview of methodology followed for conducting the ESIA ...... ..........13
Figure 3: Line Diagram of the Proposed Scheme    ...................... .....22
Figure 4: Schematic diagram of proposed project                .....................25
Figure 5: Design of WTP Tank.........................................28
Figure 7: Work Execution Schedule................................34
Figure 8: Hydrogeological Map of Khunti Nagar Panchyat     ........    ............57
Figure 9: Drainage Map of Khunti District...........................59
Figure 10: Soil Sampling Locations       ................................ .....61
Figure 11: Project area marked on Earthquake Hazard Map ......................63


﻿Figure 12: Project area marked on Wind Hazard Map ...................64
Figure 13: Monthly Temperature Variation................................67
Figure 14: Relative Humidity...........................................68
Figure 15: Rainfall Details.............................................68
Figure 16: Air & Noise Monitoring Locations...............................72
Figure 17: Water Sampling Locations....................................77
Figure 18: TDS of sampling locations....................................80
Figure 19: Alkanity of sampling locations.................................80
Figure 20: Organogram of JMDP........................................140
LIST OF TABLES
Table 1: Details of Existing Water Supply of KNP............................18
Table 2: Pumping Machinery at Intake....................................19
Table 3: Ra  Water from intake to WTP....................................19
Table 4: Clear Water Main from WTP to Sump at ESR.........................19
Table 5: WTP plant details.............................................20
Table 6: Current ESR.................................................20
Table 7: Current Distribution and House Connection.........................20
Table 8: Zone details                                   ................................................21
Table 9: Land Details                                   ................................................23
Table 10: Demand Projection ......  ....................................23
Table I1:Capacity calculation of existing weir & barrage for Khunti WSS ............... 24
Table 12: Proposed WTP Details                              ........................................27
Table 13: Rising Main Details Clear Water.................................29
Table 14: Details of ESR ......................................................29
Table 15: Statement of Distribution for the proposed scheme..................30
Table 16: Estimation of raw material for construction      ........................31
Table 17: Details of Waste generated during construction phase     ...............32
Table 18: Applicable Environmental Regulations of Gol and GoJ................36
Table 19: Applicability of WB Safeguard Policies for the Project.................44
Table 20: IFC EHS guideline applicable to project............................47
Table 21: Environmental Categorization of Sub-projects.......................50
Table 22: Social Categorization of Projects.................................46
Table 23: Option Analysis            ....................................... ......53
Table 24: Land Use Pattern for the Khunti Nagar Panchayat.........          ..........55
Table 25: Soil Sampling Locations ..........................................60
Table 26: Physico-Chemical Characteristics of Soil    ..................... ....62
Table 27: Ambient Air Temperature, Relative Humidity, Vapour Pressure and Wind
Speed 1S.............R...............................................65
Table 28: Rainfall, Cloud amount and Weather Table    ..........................66
Table 29: Wind Direction of Ranchi material.for.constr..........31............ .............69
Table 30: Description of Ambient Air Quality Monitoring Stations ...............69
Table  31: Ambient Air Quality pp i to prje t  ...................................Mt g s........................... 70
Table  32: Details  of Noise  M onitoring  Stations ........................................................................ 73
Table 33: Ambient Noise Quality Monitoring Results................................. .............................74
Table 34: Details of Water Sampling Locations .................................................... ......76


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﻿ACRONYMS AND ABBREVIATIONS
AAQ          Ambient Air Quality
BIS          Bureau of Indian Standard
BMTPC        Building Materials & Technology Promotion Council
CGWA         Central Ground Water Authority
CGWB         Central Ground Water Board+C26
CTE          Consent to Establish
DEM          Digital Elevation Model
DG           Diesel Generator
EHS          Environmental Health Safety
EPC          Engineering Procurement Construction
ESMP         Environmental Social Management Plan
HSSE         Health Safety Social Environment
IFC          International Finance Corporation
JSEB         Jharkhand State Electricity Board
JSPCB        Jharkhand State Pollution Control Board
JUIDCO       Jharkhand Urban Infrastructure Development Company Limited
KII          Key Informants Interview
KNP          Khunti Nagar Panchayat
NH           National Highway
OF           Out Fall
OP           Operating Procedure
PM           Particulate Matter
PVC          Polyvinyl Chloride
RCC          Reinforced Cement Concrete
RoW          Right of Way
UDHD         Urban Development and Housing Department
ULB          Urban Local Body
JMDP         Jharkhand Municipal Development Project
JUIDCO       Jharkhand Urban Infrastructure Development Company Ltd.
WB           World Bank
ESMF         Environmental and Social Management Framework
ESIA         Environment and Social Impact Assessments
GoJ          Government of Jharkhand
ToR          Terms of Reference
ESR          Elevated Storage Reservoir
WTP          Water Treatment Plant
EMP          Environment Management Plant
WSS          Water Supply Scheme
SES          Socio-Economic Survey
PIA          Project Impact Area
Col          Corridor of Impact
PAPs         Project Affected Persons
RAP          Resettlement Action Plan
SIA          Social Impact Assessment
JSEB         Jharkhand State Electricity Board
GRC          Grievance and Redressal Committee
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﻿EXECUTIVE SUMMARY
Introduction
The Urban Development and Housing Department (UDHD), Government of Jharkhand has
designed the Jharkhand Municipal Development Project (JMDP) with an objective to improve
urban service delivery and urban management capacities in selected Urban Local Bodies
(ULBs). JMDP entails planning and implementation of multiple sub-projects across districts
in Jharkhand. The Government of Jharkhand has identified the Jharkhand Urban
Infrastructure Development Company Ltd. (JUIDCO Ltd.) as the primary implementing
agency for executing the JMDP. The Government of Jharkhand is seeking financial support
from the World Bank towards the cost of the JMDP.
An Environmental and Social Management Framework (ESMF) has been prepared by
JUIDCO for the JMDP with the following objectives: to assess and manage the potential
environmental and social risks and impacts that may come up during implementation and
throughout the project cycle; to ensure the social and environmental sustainability of
investments; and to ensure compliance with national environmental and social legislation
and World Bank safeguard policies. As required by the ESMF, screening, and
categorisation, an Environment and Social Impact Assessments (ESIA) and management
plan has been conducted for the Khunti Water Supply sub-project by consultants
independent of DPR consultants, following the requirements of Bank OP 4.01 Category A
project. WBG EHS Guidelines, and Industry Sector Guidelines for Water and Sanitation have
been used to identify impacts and recommend suitable mitigation measures.
About the Khunti Water Supply Sub-Project
The Khunti Water Supply Scheme in Khunti Nagar Panchyat is one of the sub-projects for
implementation under JMDP and this document is the ESIA and ESMP of this sub-project.
The current Water Supply Scheme supplies 0.9 MLD of water and covers partially 30
percent of the urban area. It was first constructed in the year 1982 with a 3m weir,
distribution network, an intake well, and one ESR. A pumping facility from the intake well and
WTP were upgraded later in the year 2006 after which regular piped water supply system
was commissioned. The proposed sub- project will augment the existing system by
expanding to 13.54 MLD of water till the ultimate design year i.e. 2048.
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﻿The existing intake well, on Tajna River will serve as source of water for the project. For this
purpose, the Water Resources Department, Government of Jharkhand has issued a no
objection certificate for drawing of the increased amount of water from the intake, based on a
water balance calculation conducted as part of the DPR, and the departments own
investigations. The current raw water main pipeline connecting the intake and proposed new
WTP will be replaced with a new 500mm dia and 1650m length. The existing WTP will be
decommissioned and a new 16 MLD capacity WTP will be developed, and connected with 4
ESRs (3 New & 1 refurbished) and about 8.7 kms of rising mains; and 122 km new
distribution lines will be laid under this project to supply 100 percent household (8350)
connections with automated meters. The entire project is divided into 4 zones, distribution
consists of new DI pipes replacing old PVC, HDPE and Cl pipes. Operations and
Maintenance will be supported for 5 years' post implementation of the project
Applicable Environmental and Social Policies
The key environment and social laws and legislation applicable for Khunti water supply
project, are Water (Prevention And Control of Pollution) Act, 1974; The Water (Prevention
And Control of Pollution) Act, 2012; Air (Prevention and Control of Pollution) Act 1981, The
Scheduled Tribes and Other Traditional Forest Dwellers (Recognition of Forest Rights) Act,
2006; Construction and Demolition Waste Management Rules, 2016, The Noise Pollution
(Regulation and Control) Rules, 2000 Country Labour laws' and Street Vendors (Protection
of Livelihood and Regulation of Steet Vending) Act, 2014.
In addition, a set of operational policies laid down by the World Bank will also be applicable
to the project, which are OP 4.01 Environmental Assessment; OP 4.36 Forests; OP 4.12
Involuntary Resettlement; OP 4.10 Indigenous People; and World Bank Policy on Access to
Information and Disclosure. The project shall also follow WBG EHS Guidelines, and WBG
Industry Sector Guidelines on Water and Sanitation.
Public and Stakeholder Consultations
As a part of environmental and social impact assessment, two rounds of public/stakeholder
consultations were organized in Khunti to seek inputs into the project design and
1 Contract labour (Regulation and Abolition) Act 1970; Sexual Harassment of Women at the Workplace
(Prevention, Prohibition and Redressal) Act, 2013; Employees P.F and Miscellaneous Provision Act, 1952; Child
labour (Prohibition and Regulation) Act 1986; Inter-State Migrant Workmen's (Regulation of employment and
Conditions of service) Act, 1979; The Building and Other Construction Works (Regulation of Employment and
Conditions of Service) Act 1996; Minimum Wages Act 1948; Equal Remuneration Act 1976; Weekly Holidays Act
1942; Employer's Liability Act 1938; Bonded Labour System (Abolition) Act 1976 etc.
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﻿development of the ESIA in January 2017, and on an advanced draft of the ESIA in October
2017. Furthermore, information pertaining to the sub-project including work schedule,
procedures involved, finalization of project components with identification of impacts, entitled
persons, mitigation measures and grievance redressal mechanisms was discussed and
disseminated. Stakeholders such as the public, the ULB, the Land Revenue Department,
National Highway Authority of India (NHAI), Water Resources Department etc. were also
involved in the consultations. The suggestions arising from the consultations were
incorporated, as appropriate, in the designs and mitigation plans.
The summary of public consultation inputs, undertaken as part of ESIA is detailed below:
i.  The project does not require any land acquisition or any permanent impact to
structures.
ii.  Impacts are limited to non-title holders. The structure of only 2 non-title holder will be
affected due to the project. There will be temporary loss of income of 35 PAPs for
approximate 20 days during the actual construction process. There is only one
Schedule Tribe household to be affected.
iii.  Assistance will be provided for the temporary impacts. The relevant provisions of the
Entitlement Matrix were made known to the public and a Hindi version of the same
would be distributed before mobilization of the contractor. Locals were also informed
of skill development training.
iv.  People have raised the issue of noise and air pollution that would be generated
during the construction phase and have requested for implementation of suitable
mitigation measures.
v.  Water pipelines should be separated from the roadside drainage to avoid any
possible contamination.
vi.  Free water points for public use need to be considered.
vii. As informed by people, the contractor should keep a provision for employment of
local persons (mainly women), in the project.
Screening, Categorisation and Assessment of Impacts
Screening of the subproject was carried out in line with the checklist attached in Annexure I.
Khunti Urban Water Supply Project is categorized under environment as E-1. As per the
ESMF guidance, all project involving sensitive environmental areas, including forests would
qualify for El categorisation. The proposed sub- project will involve replacement of 233 m of
pipeline within protected forest area.
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﻿The key positive impacts due to the sub-project are (a) improved water quality and quantity;
(b) increase in employment opportunities for locals; (c) reduction in groundwater abstraction
(d) improved living standards and hygiene within the project area; and (e) improved
institutional capacity of the ULB to manage the sustainability of the water supply
infrastructure.
This ESIA identifies the environmental and social impacts that may occur because of the
implementation of the sub-project in all its phases; design, construction and operation. The
sub -project will be implemented on similar alignments as the old water supply scheme and
all infrastructure components proposed under the subproject are located within the town and
its surroundings. The expected environmental impacts during construction phase include (a)
waste and construction debris generation from decommissioning of the old water supply
scheme [old WTP, and ESR, and disposal of old distribution lines] (b) excavation activities
causing impacts on soil erosion, vegetation and increased risks of accident and injury (c)
increase in dust, air, noise pollution and with the town and disruptions in traffic/ pedestrian
movement flow (especially where pipelines cross major roads). Impacts will be site specific,
and in most cases mitigatory measures are standard. The ULB has designated a landfill site
which has the requisite capacity to accommodate for debris and waste, in addition a site for
setting up the contractors labour camp has been designated over 1 acre near the existing
WTP where 50-60 migrant workers will be accommodated. The project will not affect any
physical cultural resources adversely, and there are no historic and archaeological
significant sites in the town of Khunti.
No land acquisition will be undertaken for the project. Land for three ESRs and intake well is
already in possession. Around 1650 m of pipeline will be upgraded and 130.758 km will be
newly laid, The newly laid pipe will be within the RoW  and there is no change in the
character of land. The project involves loss of two structures of two non-titleholders within
the road Right of Way (RoW). Also at the time of laying of pipes is likely to cause loss of
income for 35 street vendors temporarily. As per ESMF categorisation criteria, Khunti Water
Supply Project is categorised as S-2. A separate ARAP is prepared to meet the requirement
of country legislations and World Bank's Operational Policy 4.12 on Involuntary
Resettlement.
The existing Raw Water pipeline of 300mm, would need to be replaced by 500mm pipeline.
The current alignment of 233 m of raw water pipeline is located on forest land (for which 0.02
Ha area would be utilized) also a Scheduled V area. A clearance for this has been granted
by the Divisional Forest Officer, Khunti, under section 3 (2) of The Scheduled Tribes and
Other Traditional Forest Dwellers (Recognition of Forest Rights) Act, 2006. As this is a
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﻿government legally designated protected forest, the ESMP will follow all recommendations
given in the clearance, no trees will be cut and consent of the forest dwelling community in
the Gram Sabha has been taken as per the procedure of clearance under the applicable Act.
An Scheduled Tribe Participation Plan (STPP) has also been prepared to ensure community
participation throughout the sub project cycle to fulfil the requirement of World Bank's policy
4.10 on Indigenous Peoples and OP 4.36 on Forests. The ESMP also specifies all
precautionary measures not to damage I disturb the sensitive areas, and to avoid any
impacts.
Operation phase impacts are minor, the ESIA has put in place effective mechanisms and
mitigation for occupational health and safety risks for the WTP operators and adequate
treatment and disposal of sludge from the WTP during operation phase. Since back water is
recovered and re-circulated in the WTP, no wastewater will be generated from water
treatment process. A sewerage scheme is being planned for Khunti Nagar Panchayat (KNP)
area, and will be fully operational in the next 4-5 years.
Environment and Social Management Plan
An Environment and Social Management Plan (ESMP), which elaborate on the identified
mitigation measures, and the means of their implementation, the monitoring plan and the
costs involved have been prepared along with ESIA. The ESMP has a budgetary
requirement of INR. 29.22 lakhs for the construction phase, and INR 25.4 lakhs for O&M
phase comprising of 5 years.
The cost for the ESH training, mitigation, waste disposal and labour camp have been
included in the Project cost. The costs for environmental quality monitoring, personal
protective equipment for labour have been provided. The Management Plan also covers
operation and maintenance phase has also been prepared with special emphasis on water
quality monitoring and sludge management.
Abbreviated Resettlement Action Plan (ARAP) proposes a budget of INR 7.74 lakhs.
However, no separate budget has been provisioned under Scheduled Tribe Participation
Plan (STPP) as the implementation arrangements for ensuring participation of the forest
dwellers remains the same as ESMP and ARAP. This has been included in the overall sub-
project costs.
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﻿Grievance Redressal mechanism
A GRC will be set up at the state and ULB level. The objective is to receive and resolve the
affected communities concerns, queries, complaints and grievances about the environmental
and social aspects of the Project that could be encountered during implementation as well as
to address other social issues pertaining to social cohesion and integration once the sub-
projects implemented. Some means of communicating information on JUIDCO's GRM
includes the following:
Distribution of leaflets to the public places
Notice boards
JUIDCO's website
Telecommunication Tools
The Deputy Project Director (JUIDCO, PMU) will be responsible for ensuring that each sub-
project establishes an effective multi-level GRM to handle all grievances related to sub-
project activities. The GRM will function at 2 levels: at the community level, where every
effort will be made to resolve the issue; and at the sub-project level where,a GRC will be
established and as an appeal mechanism at state level. the sub-project level GRC shall be
constituted with following Members.
One from the ULB/executing agency
Any one elected representative (local project area; preferably female)
Representative of a community-based group of women such as Mahila
Samakhya/Mahila Mandal
A person who is publicly known and accepted by the locals (in the project area) to speak
on their behalf (to be identified by the elected representatives of the ULB)
Community development officer from PlU
Medical officer
Officer from concerned department such as police, transport and labour
ULB-level community organiser or Chief Municipal Officer's representative
The PAP will have to clarify the area of grievance. The GRC will entertain only grievances
related to construction activities affecting the livelihood or loss of property/utility or restriction
of access, labour community conflict, construction site management and quality of service
during the O&M period. Grievances related to corruption will only be dealt under the anti-
corruption laws of the Jharkhand.
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﻿The PAP (or his/her representative) may submit his/her complaint in by either written
letter, phone, or email to the GRC or, alternatively, raise his/her voice in a public or
individual meeting with project staff. A very simple grievance form in local language will
also be available at each project site to be filled in by the complainant. Also complaint
boxes shall be placed at ULB office, PIU office and Contractors campsite/office. One
person in PIU and Khunti contractor office will be designated as complaint officer
responsible for reciving all the grievances (oral or written) and maintaining the log of
such complaints and action taken. This complaint officer shall facilitate filling the
grievance form in case of illiterate complainants. NGO engaged for ARAP
implementation shall act as facilitator in ensuring that all the complaints/suggestions
reach the attention of PIU head especially of the PAPs and local community. The
effectiveness of the GRM shall be tracked through progress report of Construction
Supervision and Quality Consultants (CSQC) and NGO facilitating ARAP
implementation.
The contact details of the registering complaints/suggestions at state level is given
below:
Grievance Redressal Cell
Jharkhand infrastructure Development Company Limited
3rd Floor,Pragati Sadan, Kutchery Chowk
Ranchi-834001, Jharkhand
Phone No: 651 2243203
Email: grc.jmdp.juidco@gmail.com
The GRC will meet to try and resolve the matter at community level and make a
recommendation usually within 7-10 working days from receipt of complaint. If there is
no decision after 10 days, the PAP or any other aggrieved person can refer the
complaint to the Deputy Project Director (JUIDCO, World Bank PMU). The Deputy
Project Director (JUIDCO, World Bank PMU) will chair an Appeals Committee, which will
then examine and address the complaint within 20 days. It is recognised that some
complaints may take longer to resolve due to their complexity, for example, those
related to land disputes. In such cases, the greived party shall be communicated the
possibility of delays with reasons and next actions within 20 days, All submitted
complaints and grievances will be registered at the sub-project level and added to a
database of JUIDCO-JMDP PIU, which will be monitored regularly by designated
JUIDCO-JMDP staff.In addition to the mechanism explained above, PAPs have the right
to approach the judiciary of the country.
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﻿Gender Issues, Action Plan and Monitoring Indicators
The main gender issues in the project are inequality in accessibility to urban infrastructure
and services, safety and security of the women, inequality in participation of women
workforce and awareness of women about their rights.
The project will ensure easy accessibility to improved urban infrastructure and services
through 24x7 domestic water supply for households and better roads. Proper street lighting
will increase the safety and security of women. There will also be a provision for the
contractor to employ local people, preferably women. The implementing consultant/NGO
would increase the awareness among the women regarding their rights and opportunities
available from the project.
The monitoring indicators are the number of connections of water supply points to the
vulnerable population particularly women headed households in the sub-project area,
contractor's progress report shall include number of women employed and their wages and
monthly status of the grievance redressal mechanism(GRM).
Institutional and Implementation arrangement for ESMP Supervision
The State PMU in Ranchi at JUIDCO will be overall responsible for addressing
environmental and social safeguard measures. An environmental and social specialist is
already in place in the PMU. The PMU will be supported by a Project Implementation Unit
(PIU) at Khunti, responsible for day-to-day implementation of ESMP, ARAP and STPP. The
PMU specialists will also train and strengthen the capacities of specialists in the PlUs and
other implementing entities. The project shall hire qualified civil society organisations/NGOs
for the implementation of ARAP and other social mobilisation/IEC activities under the Khunti
Water Supply Project.
Construction Supervision and Quality Control Consultants are also in the process of being
hired, and will contain a dedicated Environment, Social, Health and Safety Officer to verify
compliance with ESMP, labour management, occupational health and safety requirements,
and waste management procedures.
The Project Management Consultants (PMC) shall provide additional support of Social and
environment specialists to the PMU and PIU to coordinate, review, support and monitor all
respective safeguards aspects of the Khunti Water Supply Project.
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﻿The compliance of the ESMP, labour management and OHS management by the contractor
shall be monitored and assessed during construction by the PlU and CSQC consultant, and
formal inspections by the PMU staff. There will also be a safeguard audit of the works which
shall be carried out by an independent consultant.
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﻿1 INTRODUCTION
1. The Urban Development and Housing Department (UDHD), Government of Jharkhand
(GoJ), has created the Jharkhand Municipal Development Project (JMDP) with an objective
to improve urban service delivery and urban management capacities in selected Urban Local
Bodies (ULBs). The Government of Jharkhand (GoJ) has sought financial support from the
World Bank (WB) towards the cost of the JMDP. Jharkhand Urban Infrastructure
Development Company Ltd. (JUIDCO Ltd.) has been identified as the primary implementing
agency for the JMDP.
"JUIDCO" is a company created under the administrative control of Urban
Development Department, Government of Jharkhand for formulation, implementation
and monitoring of various central/state sponsored urban infrastructure development
schemes in the state of Jharkhand. JUIDCO has been undertaking implementation of
water supply projects in the urban areas across the State of Jharkhand, besides
2. The JMDP encompasses upgradation of municipal infrastructure (expansion of
coverage, and construction and rehabilitation of basic infrastructure systems, such as, water
supply, roads, municipal buildings, etc.) and associated operation and maintenance support.
The JMDP primarily has three components, as shown in Figure-1 below.
Figure 1: Components of JMDP
...........I Companents of JMDP                  ,
Urban Infrastructure Improvement
Polkcy and institutional Support
* Project Management and Implementation Support
3. These components entail planning and design of multiple sub-projects, across different
districts in Jharkhand. The priority sub-projects have been identified by the Government of
Jharkhand based on technical, environmental, social and financial sustainability of the
investments.
4. An Environmental and Social Management Framework (ESMF) has been prepared by
JUIDCO for the JMDP with the following objectives: to assess and manage the potential
11| P a g e


﻿environmental and social risks and impacts that may come up during implementation and
throughout the project cycle; to ensure the social and environmental sustainability of
investments; and to ensure compliance with national environmental and social legislation.
As per World Bank policy 4.01, an ESMF is an instrument that examines the issues and
associated impacts when a project consists of a program and/or series of sub-projects,
and the impacts cannot be determined until the program or sub-project details have been
identified. The ESMF sets out the principles, rules, guidelines and procedures to assess
the environmental and social impacts. It contains measures and plans to reduce, mitigate
and/or offset adverse impacts and enhance positive impacts, besides provisions for
estimating and budgeting the costs of such measures, and information on the agency or
agencies responsible for addressing project impacts.
5. As required by the ESMF, Environment and Social Impact Assessments (ESIAs) are
being conducted for the selected priority sub-projects.
1.1 Brief Description of Project
6. The Khunti Nagar Panchayat (KNP), an urban area in the state of Jharkhand, is partially
receiving water from the existing water supply scheme commissioned in year 1982 and
upgraded in 2006. At present, only 14% of the total households of Khunti Nagar Panchayat,
spread across 10 wards out of the 16 wards, have water connections. The remaining areas
depend entirely on ground water for meeting their daily needs. The proposed sub-project,
called the Khunti Urban Water Supply Scheme (Khunti-UWSS), is aimed at 100% coverage
of piped potable water supply on 24x7 basis in KNP. The proposed source for the Khunti-
UWSS is the Tajna River - a left bank tributary of the Swarnrekha river in Swarnrekha basin
in the Khunti district. The following activities are to be taken up under the proposed sub-
project: the existing 300 mm of pipeline from intake well will be replaced by 500 mm DI pipe;
a new 16 MLD WTP will be developed; three ESRs will be constructed; one existing ESR will
also be rehabilitated and used; 100% household connections with automated meters will be
provided.
1.2 Objective of the ESIA Study
7. The objectives of the ESIA is
a) Identification of the project activities
b) Description of existing environment and social conditions of the area
c) Assessment of potential impacts associated with the project activities
12 | Page


﻿d) Mitigation and monitoring measures proposed for impacts identified and
e) Incorproation of stakeholder suggestions and feedback
f) Preparation of an environment and social management plan which includes
implmementation arrnagements for supervision.
1.3 Approach and Methodology
8. This section of the report details the step by step approach followed for conducting the
ESIA of Khunti-UWSS with respect to the proposed sub-project as illustrated in the Figure-2
below.
Figure 2: Overview of methodology followed for conducting the ESIA
1. Preparatory Activities
- Reviewed and compiled secondary data
- Conducted field visit to identify environment and social receptors
- Identified primary and secondary stakeholders
2. Analysis of alternatives                                              D
- Compared feasible alternatives to the proposed project site, technology, design, and
operation in terms of their potential environmental impacts
3. Collection of Environment and Social Baseline Data
- Monitored data for ambient air quality, water quality, soil quality, ambient noise quality
- Conducted Socio -Economic Survey (SES)/Census Survey to collect socio -economic data
- Conducted stakeholder consultation to collect first hand information from the beneficiaries
and Project Affected People (PAP)
4. Impact Assessment
- Compared feasible alternatives to the proposed project site, technology, design, and
operation in terms of their potential environmental impacts
5. Development of ESMP and other mitigation Plans
- Developed ESMP
Developed ARAP and STPP
(a). Preparatory Activities
13 | Page


﻿9. Preparatory activities included team mobilisation and compilation of existing secondary
information pertaining to the project area. Field visits were planned and conducted during
February 2017 with the following objectives:
Assessing existing environmental conditions
Identifying potential environmental and social impacts
Identifying potential mitigation measure
Identifying interested and affected individuals or parties
Preparation of a strategy for the Process Public Participation (PPP)
(b). Analysis of Alternatives
10. The feasible alternatives to the proposed project site, technology, design, and operation
were analysed in terms of their potential environmental and social impacts.
(c). Collection of Environmental and Social Baseline Data
11. This section details the methodology adopted for establishing the environmental and
social baseline.
A. Environmental Baseline
12. The baseline environmental status is important to understand the existing physical and
biological characteristics along with cultural and social status of residing community. The
data presented in this section is based on field surveys, monitoring, stakeholders
consultations and secondary data collection ( drainage, topography, climate, flora and
fauna). The information on the baseline environmental conditions (Water/Air/Noise
quality and Soil monitoring), forms the basis to analyse the probable impacts of the
proposed project vis-6-vis the present background environmental quality of the core
study area. In case of environmental baseline, sampling of air quality, water quality
(surface and ground), soil quality, and noise levels was undertaken in the first week of
March, 2017. The sampling locations for monitoring of air, water, soil, and noise quality
were identified based on the following:
Existing topography
Sensitive environmental areas and receptors
Location of water bodies
Wind direction and location of village/towns/sensitive areas
Accessibility, power availability and security of monitoring equipment
13. The details of the parameters monitored have been presented below:
14 | Page


﻿Ambient Air Quality: Ambient air quality was monitored at four locations for
parameters including Particulate Matter (PM<10 micron, PM<2.5 micron), SOx and
NOx.
Water Quality: Information on water quality was generated by collecting and
analysing samples from three surface water bodies and five ground water locations.
Soil Quality: Soil quality was assessed by collecting six soil samples from four
locations. Further, the collected soil samples were analysed for the physical and
chemical parameters.
Ambient Noise Quality: Ambient noise quality was monitored for 24 hour at four
locations within the study area.
Land Environment: Information regarding topography, geology, seismicity, ecology
and land use pattern was collected through various field visits, secondary research
and information available with the project proponent.
B. Social Baseline
14. As the first step, data from the secondary documents such as Census, ULB records etc.
was reviewed for collecting basic socio-economic information.
As the next step, a census survey was conducted with an objective of gathering first-hand
information on the following:
Inventory of affected assets
Categorization and measurements of potential loss
Physical measurements of the affected assets/structures
Identification of trees and crops
Household characteristics, including social, economic and demographic profile
Identification of non-titleholders
Assessment of potential economic impact, including temporary loss
15. The census survey covered 100% structures affected within the proposed Right of Way
(ROW) as per the Corridor of Impact (Col) of the DPR and drawings provided. Structures
considered are permanent (pukka), semi-permanent (semi-pukka) and temporary (kutcha).
In addition to census survey, a series of public consultations were conducted during
January, March and June 2017 after finalisation of the methodology, protocol and
communication strategy by JUIDCO. The stakeholder consultations were conducted through
focus group discussions, individual interviews and formal as well as informal meetings. The
vulnerable sections of Project Affected Persons (PAPs) were also included in the
15 | P a g e


﻿consultation process in the ward level meetings. The public consultation helped in ensuring
people participation in the planning and implementation phase and further facilitated in
disclosure of the project details to the would be PAPs and beneficiaries. In conformance to
the World Bank principles of consultation and disclosure, the project activity was disclosed
across the selected locations with the following key objectives:
Understand the community concerns and issues
Disclose environmental issues that may arise due to the project and discuss
suggestions for mitigation measures
Assess the present-day project site's characteristics and definitive social, livelihood,
and environmental impacts
Consult with affected communities and/or entities on the proposed project
alternatives in order to minimize adverse impacts and enhance beneficial ones
Obtain a consensus on the proposed activity, potential impacts and suggested
mitigation measures
(d). Impact Assessment and Management Plan
16. Primary and secondary data collected for establishing the baseline, were analysed for
identification of potential environmental and social impacts that may occur during different
phases of the project. For each of the identified impacts, measures to avoid and/or mitigate
these have been recommended in the Environment and Social Management Plan (ESMP)
and Abbreviated Resettlement Action Plan (ARAP) and Scheduled Tribe Participation Plan
(STPP). A relevant monitoring plan has been proposed to ensure effectiveness of the
management measures.
17. The sub-steps followed for conducting impact assessment and developing management
plan are given below:
Reviewed literature related to the project
Conducted field visits to the project area
Conducted stakeholders consultations with PAPs, ULB and other local community
members about the project
Established environmental and social baseline of the project area
Identified potential environmental and social impacts, considering the characteristics
of the project and the biophysical and socioeconomic characteristics of the area
Developed recommendations on mitigation measures to be implemented to mitigate
the negative environmental and social impacts due to the project activity
16 | P a g e


﻿1.4 Layout of the Report
18. The ESIA report has been organized into the following sections:
Section 1: Introduction - This section provides a brief introduction to the project,
scope of the ESIA and methodology followed for developing the ESIA.
Section 2: Project Description- The project details in terms of location and
components have been presented in this section.
Section 3: Legal and Regulatory Framework-This section details out the acts,
policies and regulations rolled out by the Government of India at central and state
level, which are applicable to the proposed project. Further, this section also reviews
the applicability of World Bank's safeguard policies to the project activities.
Section 4: Analysis of Alternatives- This section presents two scenarios, 'with
project' scenario and 'no project' scenario.
Section 5: Environmental Baseline Profile- The findings of baseline studies
conducted and secondary information collated have been presented in this section.
Section 6: Social Profile of the StatelDistrict and PIA - The socio-economic profile
of the state, district and the PIA have been presented in this section.
Section 7: Public Consultations and Disclosure - This section presents the
summary of the public consultations including key informant interviews and in-depth
interviews with primary and secondary stakeholders.
Section 8: Environmental Impact Assessment - This section presents the
environmental impact assessment and environmental impacts identified during
various phases of the project. The mitigation measures for the impacts have also
been presented.
Section 9: Social Impact Assessment (SIA) and Mitigation Plans - This section
presents the social impacts that may occur due to the project activity and summary of
relevant mitigation Plans prepared.
Section 10: Environmental And Social Management Plan- The measures to avoid
and mitigate environmental and social impacts across different phases of the project
cycle with allocation of responsibilities and monitoring plan for reviewing
effectiveness of the measures have been presented in this section. The cost of
implementation of EMP has also been presented here.
17 | P a g e


﻿2 PROJECT DESCRIPTION
2.1 General
19. The Khunti Nagar Panchayat (KNP) receives water from the existing water supply
scheme which was commissioned in the year 1982 and upgraded in 2006.. At present, a
total of 1001 numbers of water connections are in place i.e. is only 14% of the total HHs in
KNP. 30% geographically covered (partially in ten wards out of 15). The remaining area
depends on ground water for meeting their daily needs. The quantity being supplied in
Khunti is 65 Ipcd approximately. The final per capita supply is calculated after deducting 20%
of non-revenue water. Average water losses during the transmission and distribution are
about 20 % in Khunti.The proposed sub-project is aimed at 100% coverage of piped potable
water supply on 24x7 basis in KNP.
2.2 Proposed Project
2.2.1 Site Setting
20. The proposed sub-project is situated in Khunti town, located in Khunti district which is
the newest district of Jharkhand situated at 611 meters above sea level and located along
National Highway 23 at latitude 23.080 North and longitude 85.280 East located in south
central part of the state.
21. Khunti is surrounded by Ranchi and Gumla districts in the north, Chaibasa and
Seraikela districts in the south, Ranchi and Seraikela districts in the east, Gumla and
Simdega districts in the west. The proposed source for Khunti Urban Water Supply Scheme
is Tajna River - a left bank tributary of Swarnrekha River in Swarnrekha basin in the Khunti
district. River Tajna/Karkari (Perennial River) is the only surface water supply source for
Khunti flowing through the north-eastern boundary of Khunti town.
2.2.2 Current Scenario
22. The existing surface water supply scheme includes an intake well, a 3-m weir (located
downstream of the intake), a WTP, 1 ESR and the distribution network. The details of the
existing water supply scheme are tabulated below.
Table 1: Details of Existing Water Supply of KNP
S.No   Component                     Details
1     Total Water Supply            0.9 MLD
2     Name of Source                Tajna/Karkari River with existing weir
3     Type of Source                Perennial River2
4     HFL                           606.72
5     DBL                           602.84
6     Present Water Level(m)        604.94
7     Weir                          Stone Masonry, 3m
2 A Hydrological test/monitoring conducted by the Water Resource Department, GoJ in regular interval, accordingly perennial
river is decided.
18 | P a g e


﻿87    Location of Intake             Near Mukti Dham adjoining NH23
8     Intake Well Dia & Depth       Diameter: 6 m & Depth :6 m
9     Intake Capacity               >12.37 MLD
10    Gangway Length & Width        Length: 20m & Width:3m
11    Pumps available at Intake      30 HP & 30 HP (Stand by)
12    Head                           35 m
13    Pipe Material                  DI
14    Dia & Length of pipe material  Diameter:300 mm; Length :1350m
Source: DPR
Pumping machinery at intake
23. The current pumping machinery at the intake wells have been presented in Table 2.
Table 2: Pumping Machinery at Intake
S.No     Project Component               Details
1        Pumps available at Intake      1. 30 HP
2. 30 HP (Stand By)
2        Head                           35 m
3        Discharge                      2400 Ipm
4        Transformer                     200Kva
5        HT Line Availability           Yes (Through Village Feeder)
6        Pumping Hours                   10-12 hours a day
7        Power Supply                   10 Hours (Poor & Intermittent)
8        Age (Year of Installation)     2006 (9 Years Old)
Source: DPR provided by JUIDCO
Raw Water from Intake to WTP
24. The current raw water from intake to WTP has been presented in Table 3.
Table 3: Raw Water from intake to WTP
S.No     Project Component                      Details
1        Pipe material                          DI
2        Diameter                               300 mm
3        Length                                 1350 m
4        Age                                    2006
Source: DPR
Clear Water Main from WTP to Sump at ESR
25. The details of the current clear water main from WTP to sump at ESR is presented in
Table 4.
Table 4: Clear Water Main from WTP to Sump at ESR
S.No             Project Component              Details
I                Pipe material                  DI
2                Diameter                       250 mm
3                Length                         34000 m
4                Age                            2006
Source: DPR
WTP
26. Currently, the raw water is treated through a conventional process at the existing
treatment plant.
19 P a g e


﻿Table 5: WTP plant details
S. No.      Component                     Details
1           Capacity                     2.25 MLD
2           Working Hours                 10-12 Hours/Day
3           Type                          Conventional
4           Age (Year of Installation)    1982
5           Clear Water Sump              337500 Litres
6           Transformer                   200 KVA
Source: DPR
27. The following units are present in the current WTP:
Aeration fountain
Flash Mixer
Flocculator
Clarifier
Rapid Sand Filter
Chlorination Arrangement
Elevated Storage Resavoir (ESR)
28. The details of the current ESR under the WSS has been provided in Table 6.
Table 6: Current ESR
S.No.    Component                              Details
1        Location                              Behind Police campus
2        Age (Year of Installation)            2007
3        Condition                              Structurally Safe
4        Total Capacity                         450000 Litres
5        Staircase                             Iron Ladder with railings
Source: DPR
Distribution and House Connections
29. The details of current distribution and house connections in Table 7
Table 7: Current Distribution and House Connection
S.No      Component                             Details
1         Type of Pipe                          DI, PVC, HDPE
2         Diameter                              DI K7 300 - 1100m
Di k7 250 - 112m
DI K7 200 - 600m
PVC 175 - 400m
PVC 150 - 5966m
PVC 125 - 6000m
DI K7 100 - 15960
HDPE 80 - 678
3         Age (Year of Installation)            DI is 9 years Old
4         Coverage                              30% (-30.81 KM)
5         Connections                           1002
Source: DPR
20 Pa g e


﻿2.2.3 Proposed Scheme
30. The existing intake well will serve as source of water for the project. The capacity of
water withdrawal will be increased by replacing the current 300 mm pipe with 500 mm pipe.
The distance from the intake well to the proposed WTP is 1650 m. The proposed WTP will
be of 16 MLD capacity and will be connected with 4 ESRs. (3 New & 1 existing which will be
refurbished)
31. Considering the topology, the entire project has been divided into 4 zones. Wards falling
under the four zones have been provided in Table 8.
Table 8: Zone details
S. No     Zones                   Ward Number
1         Zone - 1                Ward no. 1 & 2
2         Zone - 2                Ward no. 3,4,5,6,7 & 8
3         Zone - 3                Ward no. 9,10,11,12 & 13
4         Zone - 4                Ward no. 14,15 & 16
Source: DPR
32. Three (3) ESRs and reuse of one existing ESR is proposed under the project. Currently
there is one abandon ESR in existing Zone -111, which will be demolished and new ESR of
1050 KI will be constructed. The project proposed 100% household connection with
automated meters. Line diagram of the proposed scheme has been presented in Figure 3.
21| P a g e


﻿Figure 3: Line Diagram of the Proposed Scheme
* -
I    i    e -   s
IIe.           I
Source: DPR
22|Page


﻿Land Requirement for the Project
33. The total land required under the proposed scheme is 8.33 acre. The land break up
details of the different components have been provided in Table 9.
Table 9: Land Details
S. No.  Name of    Location of Land     Required Area      Type of
structure                                           Land
1.   Replacement Existing Intake structure  Existing Intake  Under WRD
of pumps
and rising
mains
2.   Pipeline Raw  Forest land and RoW of  0.0235 Ha    Forest land
Water      roads                                    Govt Land
pumping                                             and Private
main of 500                                        land
mm dia. DI
for a length
of 3.81 Km.
from intake
to WTP
3.   WTP        Near Existing WTP.   4.88 Acre          Govt. Land
4.   ESR-1      (Ward No-2) Near Khunti Existing ESR    Govt. Land
Thana
5.   ESR-2       Kadama (Ward No-4)  1.30 Acre          Govt. Land
6.   ESR-3       Dahugutu (Ward No-10)  2.05 Acre       Govt. Land
7.   ESR-4      (Ward No-14) Near Bus  0.10 Acre        Govt. Land
Stand
8.   Clear Water  In ROW of roads and  2.0 acre         Govt.Land
Transmission government land in
System      which ESR will be
(-8.5 Km)   constructed.
Source: DPR
Demand Projection
34. Proposed water supply system has been designed based on the design criteria and
demand projections. The demand projection worked out as the design criteria for the project
horizon has been indicated below Table 10.
Table 10: Demand Projection
S. No Description                    2018         2033          2048
1. Population                    42353        56546         74921
2. Rate of Water Supply (in Ipcd)  155.25     155.25        155.25
3. Water Demand in Litres      65,75,303    87,78,767   116,31,485
4. Water Demand in KLD          6,575.30     8,778.77    11,631.49
5. Water Demand including         7.435        9.772       12.774
firefighting and floating
population in MLD
6. Total Water Demand including   7.881       10.358        13.540
Institutional demand (6%) in
MLD
7. Rate of Water Supply (including  186.075  183.184       180.728
23 | Page


﻿Firefighting, floating &
Institutional Demand) (in Ipcd)
Source: DPR
Source of water
35. River Tajna/Karkari (a perennial river) flowing through the north-eastern boundary of
Khunti is its only surface water supply source. As per the DPR prepared for the sub-project;
the water balance analysis conducted by JUIDCO; in consultations with the Water
Resources Department (WRD) and ULB; and sustainability certificate received from the
WRD, it is estimated that the source will be sufficient to cater the required demand of 13.54
MLD water till the ultimate design year i.e. 2048. The capacity calculation of existing weir
and barrage has been provided in Table: IlError! Reference source not found.. A
schematic diagram of the proposed project has been presented in Figure 4.
Table 11:Capacity calculation of existing weir & barrage for Khunti WSS
Water Demand in Base Year                   7.881 MLD
7.881 X 1000                                7880 cum /day
In intermediate year                        10.358 MLD
10.385 X 1000                               10358 cum/day
In Ultimate Year                            13.540 MLD
13.540X1 000                                13540 cum/day
Quantity of water at weir site              325584 cu m
Quantity of water at Barrage site           484227 cu m
Total                                       809811 cu m
Hence storage water will feed
(a)     In base year
809811 cu m /7880 cum                       103 days
(b)     In intermediate year
809811 cu m/ 10358 cu m                     78 days
(c)     In Ultimate Year
809811 cu m/1350 cu m                       60 days
1       Calculation for Quantity of water at weir site
Length of submergence                       912 m
Width at the top                            280 m
Height of Water (3+0)/2                     1.5 m
Hence Quantity
24 P a g e


﻿918 x 280 x 1.5                              383040 cum
(A)     Assume 85 % in current shape                 325584 cu m
2       Quantity of water at barrage site
Length                                       1415 m
Width                                        330 m
Height of Water (2.44+0)/2                   1.22 m
Hence Quantity
1415 x330 x 1.22                             569679 cu m
(B)     Assume 85 % in current shape                 484227 cu m
Total Quantity (A+B)                         809811 cu m
Figure 4: Schematic diagram of proposed project
25 P a g e


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36. The proposed WTP will be of 16 MLD. The proposed treatment is Rapid Sand Filtration
(RSF) and chlorination. The WTP will consist of a chlorination unit, aeration fountain, venturi
flume, flash mixer, flocculator, clarifier, rapid sand filter with filter house, chemical storage
house, pure water sump and pump house, pure water sump, pump house and post
chlorination unit. Land for new WTP has been identified near the existing WTP.
26|    g I   age


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﻿Proposed system for waste water and sludge disposal:
37. System for recycling of wastewater: It is estimated that the backwash water will be about
5% of the daily production (i.e. about 0.52 MLD considering a production of at least 10.38
MLD up to the year 2033). The proposed system of recycling this water will be using a
series of RCC sedimentation tanks that will allow sufficient time for the sludge and particles
to settle down and the remaining clarified water will be reused by directing it to the channel
of raw water inlet to flash mixer via a small pump. This arrangement will avoid pollution and
minimize wastage of water.
38. The size of the tanks has been designed considering 5% of the disposal of the daily
production (i.e. about 0.52 MLD considering a production of at least 10.38 MLD up to the
year 2033). Figure below presents the design of the tanks.
Figure 5: Design of WTP Tank
L -    I.-  -  -
L         SECTION ONXA
-  -   -- --
Source: DPR
28 P a g e


﻿System for disposal of sludge:
39. An estimated 5.2 MT of sludge will be produced per day when total water demand will be
10.36 MLD (Intermediate Year).
40. The sludge will be collected from the tanks mechanically and will be allowed to dry in sludge
drying bed for 24 hours, then stabilised and then will be disposed to the designated municipal
landfill site at Belahatti. The sludge is not suitable to be re-used. The proposed landfill site is
a new landfill proposed for Khunti Solid Waste Management project and the ULB has
provided its NOC for the use of land for sludge disposal.
Rising Main Details - Clear Water
41. The details of the proposed clear water piping details have been provided in Table 13.
Table 13: Rising Main Details Clear Water
SI. No    Diameter                                      Length (in meters)
1         500 mm (WTP to JN. A)                                    2830
2         400 mm (Jn. A to Jn. B)                                   780
3         350 mm (Jn. B to Jn. C)                                   430
4         300 mm (Jn. A to ESR 3 - 1175 m & Jn. C to ESR           2065
5         250 mm (Jn. C to ESR 4)                                  2140
6         200 mm (Jn. B to Ex. ESR 4)                               475
Source: DPR
Storage Capacity
42. About 40%-50% of the daily requirements of water, is proposed to be stored at various
locations in the system to cater to the fluctuating needs of the system. About 35%-40% of
the demand requirements are proposed to be stored in the service reservoirs. The balance
10% -15% is proposed to be stored in ground level tanks near the treatment plant areas.
Three new ESR's s are being proposed to be built under this project. One existing ESR of
450 KI will be re-used for storing water. Details of all the ESR under the project have been
provided in the Table 14.
Table 14: Details of ESR
SI.No.  Details of ESR        ESR-1     ESR-2   ESR-3       ESR-4
existing)
1.   Capacity of the ESR in KL  450  1380    1050        780
2.   Staging of the ESR in m  18     24      21          22
3.   RL of GL at ESR in m  648.24    638.96  646.58      625.96
Source: DPR
29 | P a g e


﻿Clear Water Transmission System
43. The entire project area has been further divided into 4 different zones and different
command area of the treatment plant based on the topography, physical boundaries, and
reuse of existing ESR 1. The existing clear water transmission main was laid about 6 years
back and the supply pattern is not uniform and pipes are found to be inadequate size with
many tapings, hence existing transmission main is discarded completely.
Local Distribution Scheme
44. The distribution system network is divided into 4 zones for the equitable distribution of
water. The command of the existing ESR and its pressure at the tail end points were
analysed, accordingly the requirement of additional reservoirs was designed. 4 zones have
been formed for the equitable distribution of water. Each zone is proposed to be fed with a
service reservoir. The summary of the distribution pipe network is provided in Table 15.
Table 15: Statement of Distribution for the proposed scheme
S.No      Diameter            Length ( in meters)
1         100 mm              80081
2         150 mm              11893
3         200 mm              13596
4         250 mm              42
5         300 mm              13178
6         400 mm              2424
7         500 mm              482
8         600 mm              342
Source: DPR provided by JUIDCO
Design period
45. As per Central Public Health and Environmental Engineering Organisation (CPHEEO)
Manual on water supply, following design periods have been adopted for different
components of water supply system:
Water Treatment Plant - 15 years
Infiltration works (intake) - 30 yearsRaw and Clear Water main pipelines - 30 years
Distribution system - 30 years
Clear water ground/over - head tanks 15 years
Pump house buildings - 30 years
Pumping equipment (E&M) - 15 years
2.2.1 Labour accommodation
46. The construction phase of the proposed project is expected to continue for 24 months
and approximate skilled and unskilled labour required for the project is projected to be 350.
About 15% (approx 55 nos.) of skilled and unskilled labour may come from outside the
Khunti district. Labour camp for 55 workers will be set up near proposed WTP and the
30 | P a g e


﻿remaining will be employed from nearby villages. The construction cum labour camps will be
set up on an area of approximately 1 acre. Approximately 10-15 toilets are proposed to be
provided at the labour camp3, the final number will depend on the number of labour residing
within the camps. The toilets will be connected to septic tanks as per BIS 2470-1 (1985).
Guidelines that will be followed for the siting, setting up of facilities required in the labour
camp would be provided as per the specifications in Annexure VII. In addition, mobile toilets,
hand washing facilities and drinking water tanks would be set up at site specific locations
where labour would be working during the day.
2.2.2 Water Requirement
47. As per the detailed project report, average water requirement during construction phase
for the project will be approximately 5000 ki. Water required for construction will be sourced
through water tankers from government approved sources.
2.2.2 Power Requirement
48. The power requirement during the construction phase will be met through temporary
electric connection from Jharkhand State Electricity Board (JSEB), and further supplemented
with DG sets for back up will be used during power outage.
49. The construction phase will require a maximum of 30,000 litres of diesel. On-site fuel
requirement will be met from nearby fuel stations. On-site diesel is proposed to be stored in
100 litres drums and will be kept in a designated storage area with all safety precautions.
2.2.3 Raw Material Requirement
50. For the construction of the entire project complex, raw materials like steel, sand, stone
and cement will be required which will be met through government licenced quarries. No
new quarries will be eatblished for the sub project. The approximate estimated quantities for
the raw materials, their source and mode of transport are provided in Table 16.
Table 16: Estimation of raw material for construction
List of     Average             Source of Material       Mode of
Construction Quantity                                    transportation
materials                                                and storage
site
Cement      782.76 MT           Government Authorized    Truck
agency/ suppliers
Gravel      110 cu m            Govt. Approved local     Truck
quarry/suppliers
Steel       221.59 MT           Government Authorized    Truck
suppliers
Sand        1,253.55 cu.m.      Govt. Approved local     Truck
quarry/suppliers
Good Earth  200 cu m            Govt. Approved local     Truck
quarry/suppliers/nearby under
construction site
Bricks      222,077.60 nos.     Government approved Brick  Truck
3As per Worker's accommodation standard guidance note by IFC and EBRD
31 P a g e


﻿Klin
Ready Mixed  1.385 CUM          Mini mobile batching plant  Truck/Tractor
M-25 grade                                                (transportation
concrete                                                 to construction
area)
Source: DPR
2.2.4 Wastewater Disposal from labour camps
51. The sewage generated at the construction site will be collected in septic tanks. 1septic
tanks catering to 55 users will be provided at the labour camp as per specifications given in
BIS 2470 1985 Part 1. Septic tank and soak pits will be provided (as per specifications given
in IS 2470 1995 Part I and Part II) onsite and at labour camp
2.2.5 Waste Generation
52. The solid waste generated by the project will consist of labour camp waste, garbage
waste, metal scrap, and construction debris. The main types of waste that will be generated
and sources during construction phase are detailed in Table 17.
Table 17: Details of Waste generated during construction phase
SI.No Waste Type      Source       Estimated    Method of Disposal
Quantity
Non-hazardous waste
1. Domestic solid  Labour       75 kg per day Waste will be segregated
waste           activities               onsite and disposed
through municipal
corporation to Belahatti
landfill site. NOC has been
provided in Annex IV
2. Construction    Excavation    3-5 tonnes  Excavated materials to be
Debris and earth  work       per day     used for backfilling and
levelling
3. Packaging waste  Packing     20 tonnes    Sold to recyclers
containing wood,  material and  per year
cardboard and   accessories
other recyclables
4. Concrete        ESR and old   126.945     To be used as back
WTP          CUM         filling and levelling.
Hazardous waste
1. Waste oil and oil DG set     0.5-1 ton per Collected and disposed
contaminated rags ,construction  annum   through CPCB/JSPCB
machinery                approved recyclers
Bituminous Waste  From road  190.4175     Re-use as back filling and
A_               cutting       CUM        levelling
Source: DPR
2.2.6 Implementation (Construction and O&M) Schedule
53. The implementation schedule of the sub-project after the tender process is presented in
Figure 6.
32 | Page


﻿33 | P a g e


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﻿3 ADMINISTRATIVE, REGULATORY FRAMEWORK & PROJECT
CATEGORIZATION
54. This chapter details out the policy, legal and institutional framework under the ambit of
which the ESIA was undertaken. It reviews the national and state laws of Jharkhand relevant
to the scope of activities under the sub-project, and, discusses the implications for the sub-
project design and implementation
3.1 Applicable National & State Laws and Regulations
55. An overview of the applicable environmental laws and regulations relevant to this sub-
project is provided in Table 18.
35 | P a g e


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﻿3.2 World Bank Safeguard Policies
56. The objective of the World Bank's environmental and social safeguard policies is to
prevent and mitigate undue harm to people and their environment during the development
process. These policies provide guidelines for bank and borrower staff in identification,
preparation, and implementation of programs and projects. Safeguard policies provides a
platform for participation of stakeholders in project design, and are an important instrument
for building ownership among local populations (World Bank, 2006). The triggered safeguard
policies are presented in Table 19.
43 1 Page


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﻿3.3 IFC EHS Guideline
57. Table 20 presents the IFC EHS guideline applicable for the project
Table 20: IFC EHS guideline applicable to project
Safeguard Policies  Objective              Applicability        Safeguard
IFC: General EHS   The (EHS) guidelines    Applicable, as the sub-  The sub-project
Guidelines         contain performance level  projects will involve  will adhere to
and measures on         construction,        the performance
environmental, occupational operational and de-  level and
health and safety for   commissioning        measures
construction, community  activities,         provided in the
health and safety to be                     lFC general
followed during the                          EHS
construction, operation and                  guidelinesin
decommissioning phases.                      Annexure V
Mitigation
measures
proposed
including OHS
management
plan (Annex IX)
has been
prepred using
the EHS
gudelines,and
to provide the
contractor with
the guidance in
implementing
the required
measures.
IFC Industry Sector  This industry sector EHS  The guidelines for water The sub-project
Guidelines for Water  guideline is to be used and sanitation include had made use
and Sanitation     together with the general information relevant to of these
EHS guidelines document, the O&M of (i) potable industry specific
which provides guidance on water treatment and guidelines for
EHS   issues  potentially distribution  systems, reccomendin
applicable to Water and and (ii) collection of mititgation and
sanitation.             sewage in centralised management
Recommendations for the systems (such as piped measures in
management of EHS issues sewer      collection O&M phase of
associated with construction networks)    or the water supply
activities as would typically decentralized  systems project.
apply to these types of civil (such as septic tanks
works are provided in the subsequently serviced
general EHS guidelines  by pump trucks) and
treatment of collected
sewage at centralized
facilities.
IFC Industry Sector  The guideline document  The  guidelines  for The sub-project
Guidelines for Waste  provides a summary of the  waste management will had made use
47 1 P a g e


﻿Management         most significant EHS issues  cover  facilities  or of these
Facilities         associated with waste   projects dedicated to industry specific
Management, which occur  municipal   sewage guidelines as
during the operational and  management.      applicable.
decommissioning phases,
along with
recommendations for
mitigating these impacts.
IFC Workers'       This Guidance Note      Applicable, as the sub-  The plan to be
Accommodation:     addresses the processes  projects will involve  followed for
Processes and      and standards that should  setting up of labour  setting up of the
Standards: Guidance  be applied to the provision  camp during  labour camp
Note               of workers' accommodation  construction phase.  has been
provided in
Annexure VI I.
This plan is
prepared in
reference to the
Workers
accommodation
processes and
standards (A
guidance note
by lFC and
EBRD).
The objective of
this plan in
Annex VII is to
provide
guidance to the
contractor or
other agency
involved in
setting up of the
construction
and labour
camp for
keeping the
health & Safety
of workers and
impacts of
setting up such
camps on the
local community
in consideration
while
developing and
establishing
such camp.
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﻿49 | P a g e


﻿Project Categorization
58. As per the preliminary screening conducted in Annex 1, the Khunti Urban Water Supply
Project is categorized as E-1 and S-2 (shown in table 21). AS per ESMF catgeorisation,
category E-1 corresponds to Bank Category A project. Hence the requirements of Catgeory
A project as per OP 4.01 have been followed under the ESIA for Khunti water Supply,
including OP 4.01 Annex B Contents of ESIA for Category A project.
Table 21: Environmental Categorization of Khunti Water supply as per the ESMF
Category Description   Type                 Action
Environmental
E-1       Significant     Significant adverse  The proposed sub- project will involve
adverse         impacts that are  replacement of 233 m within 235
environmental   sensitive, diverse,  sq.m. of protected  forest land.
impacts over    or unprecedented,  Though, there is no   need  for
the lifetime of  or that affect an  compulsory  land  acquisition  or
the project;    area broader than  diversion of forest land However
likely need for  the sites or     replacement of the existing raw water
significant     facilities subject to  main of 300mm with 500mm would
mitigation.     physical works.   involve working within the forest area
iain Birhu Thana village under Khunti
ects it  at       Nagar Panchayat. There will be no
sensitive,dvre
environmental     change in the character of land, no
etrees will be cut, and the necessary
Pompjents vlvn  precautions in the construction activity
thestes nolvi   have been integrated in the ESMP.
sa    t de     The activity does not affect the rights
miteyde         and wefare of the forest rights holders.
diiencues         The project needs to ensure that the
Projecs.          forest rights holders along the raw
Pnroetaqirn  wat er pipe alignment support the
cevronmenal e   project and and their interests are
EIA notification of  protected.
MoEF&CC           All impacts, environmental and social
concerns associated with proposed
water supply project have been
addressed in the ESIA, and the
appropriate mitigation and monitoring
measures have been provided in
ESMP, ARAP and STPP.
JUIPCO has engaged an independent
a                 agency different from DPR consultant
'Projects impacting sensitive environmental components include protected areas, forest areas.
50 1 P a g e


﻿Category Description  Type               Action
to carry out a full comprehensive ESIA
for Khunti Water Supply project, to
meet the requirements of OP 4.01
Category A project.
The development of the ESIA involved
two rounds of stakeholder and public
consultantations. The first, seeking
inputs into the development of the
ESIA and understanding the social
and environmetnal issues of the
project area, and the second on the
advanced draft of the ESIA and
ESMP.
Social
S-2      Moderate with  If impacts are of  The project activity will also lead to
minim ised     minor nature or  permanent impact of loss of livelihood
social impacts  less than 200   for 2 PAPs and temporary impact of
persons or about  loss of livelihood for 35 PAPs, all of
50 households are  whom are non-title holders.
affected.
JUIDCO has prepared an Abbreviated
Resettlement Action Plan (ARAP) by a
separate consultant. The draft ARAP
will be disclosed after approval from
World Bank
E & S permissions required
59. Planning Stage
NOC from WRD for withdrawal of water for water supply scheme
(obtained and presented in Annex-XVII).
60. Pre-construction stage
NOC from the Forest Department for replacement of 233 m of pipelines in forest land
under Scheduled Tribes and Other Traditional Forest Dwellers (Recognition of
Forest Rights) Act, 2006 (obtained- see annex- XIV)
NOC/ Consent from Urban Local body for designated site at Belahatti for disposal of
construction waste (obtained- see annex IV)
NOC for WTP sludge disposal at Belahatti from urban local body .(obtained- see
annex IV)
NOC from urban local body for establishment of labour camp near WTP .(obtained-
see annex IV)
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﻿61. Construction stage
CTE & CTO from JSPCB for batching (concrete mix) plant and DG set (greater than
15 kVA).
Labour license from Department of Labour.
Contractor who employs or who employed five or more Inter-State migrant workmen
need to obtain registration of interstate workmen migrant license from labour
commissioner.
Approval from ULB  for withdrawal of water for construction purpose from surface
water source
PUC for construction vehicles from Department of Transport, Government of
Jharkhand.
4 ANALYSIS OF ALTERNATIVES
4.1 No Project scenario
62. River Tajna/Karkari (Perennial River) is the only surface water supply source for Khunti
Nagar Panchayat (KNP) flowing through the north-eastern boundary of the town.
The present surface water supply scheme includes a WTP and intake well that were
constructed in the year 1982. Water pumping facility from the intake well and WTP were
upgraded in late 2006 after which regular piped water supply system was commissioned.
63. With the current scheme, 1001 water connections have been provided, which account
for 14% of the total HHs in KNP. At present, 65 Ipcd of water is being supplied through
intermittent water supply adding up to a total duration of about 1.5 hours per day. The
population is forecasted to increase to 74921 by 2048 from the present population of 36390
and the water demand is expected to be around 13.540 MLD.
64. The key issues with the current water supply are:
Incomplete coverage (reaching only 14% of the households)
Inadequate supply (at 65 Ipcd)
No metering of the water supply resulting in huge wastage by consumers
Low water pressure
Poor water quality (as the WTP is more than 25 years old and in a dilapidated
condition)
Poor Maintaince of current WTP which has resulted in dilapidated condition
65. The sub-project will lead to the following benefits:
52 | Page


﻿100% coverage of the households in KNP
Reduction in water wastage due to 100% household connections and metering
Improved water quality supplied to consumers thereby reducing the burden of water
borne disease.
Reduction in drudgery, and savings in time for women who travel long distances to
collect water from a dediated point.
General hygiene in the served area could improve through use of acceptable water
quality and enhanced availability (from 65 Ipcd to 155 Ipcd).
66. The no-project scenario will lead to the following negative and long term impacts:
Increased exposure to health risks/ water borne diseases due to consumption of
water with little or no treatment.
Loss of time and energy, especially for women and girl children, due to fetching water
from public water points.
Groundwater depletion due to over extraction through tube wells.
Table 22: Option Analysis
Options     Scenario                       Remarks
Option-I    Proposed raw water main from   The increase water supply can be
existing intake well to WTP site  achieved by changing the existing 300
through  a  mix  of  Forest,   mm pipeline from intake to WTP with
Government, Private and National  a 500-mm pipeline.
Highway lands.
Highay lnds.Around 233 m length of the existing
300 mm pipeline passes through
Use f oly exstin ES  ou of forest land. NOC has been obtained
Use of only 1 existing ESRo    from  the Forest Department for
2 existing ESRsreplacement of the pipeline.
Use of Rapid Sand Filter       ESR of Zone - will continue to be in
operation.
Option-Il   A new existing intake well at the  Construction of a new intake well will
upstream  of Tajna  Barrage    disturb the riverine environment and
connecting to the proposed WTP  the fresh construction activity may
through  the  Toyatoli Village,  lead to river pollution.
crossinge FoeestnDeparimertand
The alignment of the pipeline from
intake point to the WTP is being
proposed in government land, which is
currently under cultivation. Laying of
pipelines will lead to livelihood loss.
There are boulders present along this
53 t  Phargoe


﻿Use of all (2) existing ESRs  alignment, which have to be removed
through use of explosives that entail
Use of Slow Sand Filtersaeyrk.
safety risks.
Two structures will be permanently
impacted because of the alignment of
pipeline from intake well to WTP.
There is community resistance to this
alignment.
The ESR in zone - 3 is defunct for
long period of time and the current
structure has been observed to be
structurally not safe.
Use of slow sand filter will require 50
times more area than rapid sand filter
67. As per the table presented above, Option-I has been considered in the proposed sub-
project to ensure the following:
Avoid impacts on river Tajna
Minimise loss of livelihood
Avoid water quality and reduced noise and vibration impacts of establishing new
intake structures
Minimise permanent impact on properties
Avoid resistance of community
68. The Environment and Social Impact Assessment (ESIA) has been conducted based on
the sub-project components considered in Option-I.
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﻿5 ENVIRONMENTAL BASELINE
5.1 Introduction
69. This section presents the existing environmental baseline status of the study area,
covering an area of 500 m radius from the sub-project site.
5.2 Land Environment
5.2.1 Land use
70. The land use pattern for the Khunti Nagar Panchayat is provided in Table 23.
Table 23: Land Use Pattern for the Khunti Nagar Panchayat
Land use                         Area (Ha)          Percentage Coverage
Residential                         478.33                      4.941%
Commercial                            6.43                      0.066%
Industrial & Manufacturing           46.09                      0.476%
Public & Semi Public                 61.76                      0.638%
Traffic & Transportation             95.88                      0.990%
Recreational                          6.19                      0.064%
Agriculture                        7722.97                     79.778%
Water Body                          201.39                      2.080%
Vacant land                        1061.27                     10.963%
Protected Forest 6                   0.235                      0.002%
Total                             9680.545
Source: Master plan, Khunti
5.2.2 Topography
71. The Tajna (Karkari) river is the major water body flowing through northern part of the
town forming its north-eastern boundary (ward number 9). River Karkari is the tributary of
River Subarnarekha. The highest elevation point is 633 m along the Ranchi-Chibasa road
(NH 75). General slope is towards southern side of the town. The city is highly undulating
with a difference of 15-20m.
5.2.3 Geomorphology
72. The northernmost and southernmost parts of the district are covered with hillocks and
forests. Altitude of the area varies from 500 m to 700 m above mean sea level in general.
There are many hillocks throughout the district having an altitude of 700 m above mean sea
level. The district is the part of Chota Nagpur plateau.
5.2.4 Geology
73. The major landforms of the area are granite gneiss. Undulating erosional surface with
interrupting dykes, ridges and inselbergs are prominent features. These are developed over
granite gneiss. It consists of boulders, cobbles, pebbles, gravels, sandy silt and clays.
5 Pipe will be upgraded in this patch, overall forest area in KNP is 9 Ha.
55 | P a g e


﻿5.2.5 Hydrogeology
74. The Khunti district has varied hydrogeological characteristics due to which the ground
water potential differs from one region to another. It is underlain by Chota Nagpur granite
gneiss of pre-Cambrian age in three-fourths of its area.
75. Aquifer system: Two types of aquifers are found. Weathered aquifer and fractured
aquifers. Thickness of weathered aquifers varies from 10-25 m in granite terrain and 30-60
m in lateritic terrain. In weathered aquifer ground water occurs in unconfined condition, while
in fractured aquifer ground water occurs in semi confined to confined condition.
Shallow Aquifer: The shallow aquifers are being tapped through dug wells, dug cum
bore wells and hand pumps. The thickness of weathered mantle varies from 5 to 20
mbgl. In lateritic terrain, many dug wells dry up during summer months. Hand pumps
generally tap first fracture zones, with a depth of 30-40 mbgl.
Deeper Aquifer: In granite gneiss terrain area first fracture occurs between 50-70 m
and second fracture is found between 100-120 m depth.
The hydrogeological map of Khunti district is available, showing the project area which has
been presented in Figure 7.
56 | P a g e


﻿Figure 7: Hyd『ogeofogical Map of Khunti DIStrict
긔
SㅇUrCe.& CGVVB
57 1 P a g e


﻿5.2.6 Ground Water Status
76. The overall stage of ground water development in Khunti district is 28.26 percent
indicating sufficient scope of development. All the blocks in Khunti are classified as failing in
the 'safe zone'. However, the long-term water level trend (2003-2012) was observed to be
declining by about 0.41 m/year in Khunti block. In terms of the water quality, the water in the
phreatic aquifers is alkaline in nature.
5.2.7 Surface Water Status
77. The major rivers draining the Khunti district are Tajna , Banai, Chata and Karo The
Tajna river is a left bank tributary of Swarnrekha river in Swarnrekha basin and is the major
water body flowing throughout the northern part of KNP forming its north eastern
boundary.The drainage map of Khunti district showing the project area has been presented
in Figure 8.
58 1 P a g e


﻿Figure 8: Drainage Map of Khunti District
FIG-2 DRAINAGE MAP OF KHUNT DISTRICT
Souce CGWBRst
-At
-~-A
5.2.8 Soil
78. Soil samples were collected from study area at six locations during February 2017. The
details of the soil sampling locations are described in Table 24 and presented in Figure 9.
59|1P a ge


﻿Table 24: Soil Sampling Locations
Sampling        Location
S.No. Locations       Code     Geographical Coordinates Remarks
Presents soil quality
1     Kadma           S-1      23.05783 N, 85.28803 E  near proposed pipeline
Presents soil quality
2     Dahuphuttu      S-2      23.0852 N, 85.285867 E  near proposed pipeline
Presents soil quality
3     Ward No. 4      S-3      23.07281 N, 85.274244 E  near proposed ESR-2
Presents soil quality
4     WTP             S-4      23.105667 N, 85.278883 E  near existing WTP
Presents soil quality
Proposed Labour                                 near proposed labour
5     camp            S-5      23.10699 N, 85.27961 E  camp
Subhas chowk -                                  Presents soil quality
6     sensitive area,  S-6     23.07603 N, 85.27887 E  near proposed pipeline
Note: The soil samples at each location were collected from different depths of 0 to 15 cm (D-1), 15 to 30 cm (D-2), 30 to 60-cm
(D-3) and 60 to 100cm (D-4) at each location.
79. Soil sampling locations were chosen based on a reconnaissance survey of the area and
prevailing activities within 100 m study area. Samples were collected by hand driven
sampling augers from the surface and different depths.
80. The samples were packed in dependable, waterproof containers and analysed as per
ASTM, USEPA IS: 2720, M.L. Jackson (Soil Chemical Analysis).
60 | P a g e


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﻿Table 25: Physio- hernical Characteristics of Soil
Sampling Lo ation
SI.  Parameter   & Method       Unit      S1   S2   S3   S4   S5   S6
No. Unit
Coarse              %         58.3  49.2 17.5 65.4 51.5 24.4
Gravels International  %      30.1  21.8 14.3 17.3 19.7 23.2
1.  Texture Fine - pipette method %      9.3   10.6 19.7 8.7  8.3  15.8
Clay +              %         2.3   18.4 48.5 8.6  20.5 36.6
Isilt
2.   Porosity     Stochastics  %         27.5  30.2 29.6 30.5 28.6 30.2
method                           I         1          1
3.   Bulk Density  Weighing bottle g/CM3  2.5  2.14 2.49 2.61 1.57 1.84
method
4.   Water  holding Saturation
capacity      moisture     %         97.5  92.6 64.5 78.9 85.8 57.0
percentag
5.   pH           Electrometric          6.68  6.04 4.95 5.55 5.67 7.03
method
6.   Conductivity  Electrometric  mho/cm  28   50   38  37   86   222
method
7.   Magnesium    Titrimetric  meq/1 OOgm 5.6  6.8  7.9  3.5  4.6  7.9
method
8.   Calcium      Titrimetric  mq/100gm  3.2   2.5  5.7  8.9  3.5  4.8
method
9.  Alkalinity    Titrimetric  %         12    4    4   8    4    8
method                           I                    I
10. Chloride      Mohr's titration mg/I  9.78  19.57 2.0  2.0  2.0  7.83
method
11. Sodium        Direct    air          39.4  45.7 42.1 63.4 32.8 32.6
acetylene flame ppm
method
12. Potassium     Direct    air          2.9   3.8  4.1  5.8  3.1  3.8
acetylene flame ppm
method
13. Organic carbon Walkely & black %     0.25  0.56 0.37 0.28 0.74 0.28
method
14. SAR           Specific     mq/1      8.63  8.92 6.11 9.37 8.03 4.98
absorption rate
15. Nitrogen      Alkaline               275   289  158 313  271 195
permanganate  Kg/ha
method
16.  Salinity     Electrometric  Kg/ha   57.3  83.5 39.1 75.3 21.5
method
81. Soil in the study corridor was found to be mostly clayey. The pH of the soil ranged
between 4.95 - 7.03 and hence was mostly acidic in nature. Electrical conductivity (EC) was
low, generally varying between 23-222 pmhos/cm. Sodium level (32.6 - 63.4 ppm) in the soil
samples was also found low and therefore making the soil good for agricultural purpose. In
62 1 P a g e


﻿comparison to sodium, potassium level (2.9 - 5.8ppm) was found to be high. Nitrogen level
(158 - 313 kg/ha) was found to be moderate. Organic matter content (organic carbon 0.25 -
0.74%) was high indicating good vegetative potential of the soil.
5.3 Natural Hazards
5.3.1 Seismicity
82. As per the earthquake hazard map of India provided in the Vulnerability Atlas prepared by
Building Materials and Technology Promotion Council (BMTPC), the Khunti district lies in
Zone II which is the 'Low Damage Risk Zone' and is vulnerable to earthquakes of intensity
MSK VI or less.
5.3.2 Wind Hazard
83. According to Wind Hazard Map of Jharkhand prepared by BMTPC, the sub-project area
falls in Moderate Damage Risk Zone - B (Vb=39m/s).
The seismicity, and wind hazard of the study area has been presented below in Figure 10 &
Figure 11 respectively.
Figure 10: Project area marked on Earthquake Hazard Map
JHARKHAND
/Amupake Hamrd Map
hu4g fau*c OVhuM and
eathqse  oI marudo a)
Proj  t  rea   -
63|Page


﻿Figure 11: Project area marked on Wind Hazard Map
M*ARMAND
Project Area
5.3.3 Floods
84. As per the Flood Hazard Map of India by Building Materials & Technology Promotion
Council (BMTPC), the sub-project site does not fall under area liable to floods.
5.4 Air Environment
5.4.1 Climate and Micro-meteorology of the study area
85. The climate of the study area is classified as tropical monsoon climate with following four
main seasons:
Winter season: January and February
Pre-monsoon season: March to May
Monsoon season: June to September
Post monsoon Season: October to December
a) IMD Meteorological Data
86. The secondary data on ambient temperature, atmospheric pressure, relative humidity and
wind speed has been analysed based on Indian Meteorological Department (IMD) data from
Ranchi (A)6 observatory. The same has been summarised in Table 26. The rainfall data for
Ranchi (A) has been summarised in Table 27.
6 The nearest IMD observatory is at Ranchi which is 50 km from Khunti
64 | P a g e


﻿Table 26: Ambient Air Temperature, Relative Humidity, Vapour Pressure and Wind Speed
Month Temperature (Mean daily in *C)   Relative       Vapour        Wind
Humidity in %  Pressure (hPa) Speed
Highest   Max    Min    Lowest 8:30     17:30  8:30   17:30  In
Daily  Daily          hrs     hrs    hrs    hrs    km/hr
Jan    22.7      26.7   10     5.9     62      42     10.4   9.8    7.2
Feb    25.4      30.5   12.4   7.6     55      36     11.0   10.1   8.3
Mar    31.1      35.6   16.9   12.2    41      27     11.4   10.0   9.1
April  35.4      39.1   21.3   16.9    40      27     14.7   12.3   9.5
May    36.8      41.1   23.3   18.6    50      36     19.8   16.1   10
June   33.3      39.3   23.5   20.0    71      62     25.5   24     10.8
July   29.2      32.6   22.5   21.0    87      82     27.8   28.0   10.6
Aug    28.5      31.1   22.2   20.9    88      83     27.4   27.8   10.7
Sept   28.8      31.3   21.6   19.7    83      78     26.2   26.0   9.9
Oct    28.3      30.9   18.6   15.1    70      61     20.5   19.5   7.6
Nov    25.7      28.7   14.1   10.5    60      51     14.2   13.7   7.3
Dec    22.9      26.1   10.1   6.4     62      47     11.1   10.7   7.1
Avg.   29.0      41.3   18.0   5.6     64      53     18.3   17.3   9
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﻿―내 「


﻿5.4.2 Temperature
87. The monthly temperature variation is shown in Figure 12. As per the data recorded at
meteorological station, Ranchi, the temperature begins to increase from March till May. April
and May are the hottest months with highest temperature of 36.8'C, recorded in the month
of May. The lowest temperature of 5.9'C was recorded in month of January. The daily mean
minimum temperature varies from 10. 1 *C in December to 23.5'C in June, whereas the daily
mean maximum temperature varies from 26.1 'C in December to 41. 1 OC in May.
Figure 12: Monthly Temperature Variation
SO
10
jan  Fe 2  March  April  May  June  july  August  S ept  01t  Noy  Dt c
Mondi
Max Daily    Lowest -4-1-lighost -47- Mi rh Daily
5.4.3 Relative Humidity
88. The mean relative humidity in different months during 1961-1990 is shown in Figure 13.
The relative humidity is generally high in monsoon from June to October. It is about 64%
during morning hours and 53% during evening hours. The minimum humidity is observed in
April and maximum relative humidity is observed in August. Figure 14 presents the average
monthly rainfall observed in Ranchi. The annual average rainfall in the region is about
1418.4 mm spreading over 77.8 days. Maximum rainfall occurs during month of July (353.2
mm) and minimum during the month of December (9.6 mm).
67 1 P a g e


﻿Figure 13: Relative Humidity
100
90
80
70
60
c 50
40
30
20
10
0
Jan  Feb March April May June July August Sept Oct  Nov  Dec Avg
Month
-8:30hrs -17:30hrs
Figure 14: Rainfall Details
400
350
300
E 250
E
= 200
150
100
50
Jan  Feb March April May June   July August Sept  Oct  Nov  Dec
Month
Monthly Mean - Max -24 hourly
5.4.4 Cloud Cover
89. The highest cloud cover of 6.7 okta is recorded during the month of August.
5.4.5 Wind Speed/Direction
90. The mean wind speed is recorded to be highest in the month of June at 10.8 kmph and
lowest in the month of December at 7.1 kmph. The predominant wind direction is observed
from East and West during the summer season (March-May), West during the monsoon
season (June - September), East. during the other seasons wind direction details as
recorded at Ranchi meteorological station is presented in Table 28.
68 | P a g e


﻿Table 28: Wind Direction of Ranchi
Morning Time Predominant Wind  Evening Ti e Predominant Wind
Month     I          II        III       I          II        Ill
January   East       Calm      North     Calm       East      West
East
February  East       Calm      West      Calm       East      West
March     East       West      Calm      East       Calm      West
April     East       West      Calm      East       Calm      West
May       East       West      Calm      East       Calm      West
June      East       West      Calm      East       West      Calm
July      East       West      Calm      West       Calm      East
August    East       West      Calm      East       Calm      West
September East       West      Calm      Calm       East      West
October   East       Calm      North     Calm       East      West
West
November East        Calm      North     Calm       East      North
East                           East
December East        Calm      North     Calm       East      North
East                           East
5.4.6 Ambient Air Quality
91. A total of ambient air quality four (4) monitoring locations representing residential,
industrial, high traffic zone and commercial setup were selected to determine air quality
levels within the study area. The locations of the monitoring stations were based on
preliminary analysis of the meteorological conditions. Logistical considerations such as
accessibility, security, and availability of reliable power supply etc. were also considered
while finalizing the locations of AAQM stations. Details of the AAQM stations are
summarized in Table 29.
Table 29: Description of Ambient Air Quality Monitoring Stations
Station
SI.No. Code   Coordinates      Location Description  Remarks
Represents air quality
23 06 25.18N,    Proposed labour camp  near Proposed
1     AAQ1    85 16 46.59E     site near proposed WTP  Construction Camp
23 04 33.71N,                         Represents air quality
2      AAQ2   85 16 43.93E     Subhash chowk        near proposed pipeline
Represents air quality
23 03 27.51 N,   Proposed ESR camp    near proposed ESR
3      AAQ3   85 17 17.22E     area, Kadma          camp area
23 06 20.99N,                         Represents air quality
4      AAQ4   85 16 42.61 E    Existing WTP area    near existing WTP
92. The ambient air quality monitoring (AAQM) was conducted from 26th February 2017 to
28th February 2017 for each of the locations on a 24-hour schedule. The equipment was kept
69 | P a g e


﻿in open space, away from vegetation and the height of samplers monitoring was kept in
range of 3 - 5 m. Monitoring was done as per the Guidelines for Ambient Air Quality
Monitoring, National Ambient Air Quality Series NAAQMS/25/2003-04 for the following
parameters:
Respirable Suspended Particulate Matter (RSPM/ PMjo)
Fine particulate Matter (FPM/ PM2.5)
Sulphur Dioxide (SO2)
Nitrogen Dioxide (NO2)
93. For the collection of samples for PMjo, S02 and NO2, Respirable Dust Samplers (RDS -
APM 460 BL, Envirotech) along with gaseous sampling impingers were used. For the
collection of PM2.5, Fine Particulate Sampler (Model APM 151, Envirotech) was used.
Sulphur Dioxide (SO2) was collected by drawing air through absorbing solution of sodium
tetrachloromercurate (EPA modified West & Gaeke Method) and NO2 was collected by
drawing air through the mixture of absorbing solutions of sodium hydroxide and sodium
arsenite (Na-Arsenite modified Jacobs & Hochheiser Method). The measurement for both
SO2 and NO2 was done colorimetrically.
94. Results of AAQM are presented in Table 30.
Table 30: Ambient Air Quality Monitoring Results
Monitoring Station & Category
ESR     Existing NAAQS      IFC
Parameters   Construction   Subhash  camp    WTP     Guideline   Guideline
camp site      chowk    area,
Kadma
PM1o         70.30          133.69   142.31  180.61  100         50
PM2.5        30.83          75.00    56.58   87.07   60          25
SOx          5.42           12.63    7.30    9.21    80          20
200
NOx          17.19          21.42    18.47   18.29   80          (hu
(1 hour)
Results:
1.  The value of PM,o was observed to be higher than the norms of CPCB (100 pg/M3) at
existing WTP area (180.61 pg/M3) due to the presence of a crusher unit, stone
mining/quarrying and industry about 500 meters from the existing WTP.
II.  High value of PM,o was observed at ESR camp area at Kadma. This is due to
congestion at Khunti bus stand and presence of brick industries nearby.
70 | P a g e


﻿Ill.  Subhash Chowk is the centre of the city with high population and dense traffic, which
is one of the contributing factors for the high air pollution level.
95. The findings indicate the importance of dust control and emission control measures
during the construction activity.
71| P a g e


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96. To assess the background noise levels in the study area, ambient noise monitoring was
conducted. Total 4 locations within the study corridor (as indicated in Table 31) were
selected for measurement of present status of ambient noise levels.
Table 31: Details of Noise Monitoring Stations
S.No. Location Coordinates      Location Description  Remarks
Code
1     N 1      23 03 29.16N,    ESR near Kadma area  Represents noise
85 17 17.22E                        levels near to Proposed
ESR -2
2     N 2      23 06 22.90N,    Existing WTP        Represents noise levels
85 16 46.50E                         near proposed pipeline
3     N 3      23 06 25.OON,    Proposed labour camp  Represents noise levels
85 16 47.32E     area                near proposed labour
camp area
4     N 4      23 04 35. 1 ON,  Subhash Chowk       Represents noise levels
85 16 43.60E                         near to existing WTP
97. The summarized noise level data, as recorded, is presented in Table 32.
73 1 Page


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﻿98. The day time equivalent noise level reckoned from 0600 to 2200 hours (Leq day) varied
from 54.9 to 68.9 dB(A) while night time equivalent noise level reckoned from 2200 to 0600
hours varied from 51.2 to 57.2 dB(A). The day time equivalent noise levels (Leq Day) and
night time equivalent noise levels (Leq Night) monitored at all the locations were found to be
higher at N-1, N-2 & N-3 than the prescribed norms of CPCB [Day time 06:00-22:00 - 55
dB(A) and Night time 22:00-06:00 - 45 Db(A)].
5.6 Water Environment
99. The water quality assessment was undertaken to understand the baseline water quality
(both groundwater and surface water) in the study area. The sampled locations have been
presented in Table 33.
75 1 P a g e


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The pH for all the groundwater samples was found within the drinking water limits (6.5 to 8.5)
as promulgated by Bureau of Indian Standards (IS: 10500) as observed from
Table 34.
100. Total Dissolve Solid (TDS) was normal at all the sampling locations except GW-1.
This may be because of longer contact time with the underlying rocks and sediments. The
TDS observed at different sampling locations have been presented in Figure 17.
81| P a g e


﻿Figure 17: TDS of sampling locations
3500
3000
2500
2000
E
DiF 1500
1000
500
GW1        GW2        GW3         GW4        GW5
Monitoring Location
Seriesl    -   IS: 10500, 2012 Acceptable Limit
101. Total Alkalinity ranged between 34 mg/I (DW-1) to 126 mg/I (at GW-4). Total alkalinity
at GW-1 was observed to be above the acceptable limit, but, it was within the permissible
limit at GW-1 (528 mg/1).
Figure 18: Alkanity of sampling locations
700
600
500
400
~300
S200
100
GW1        GW2        GW3       GW4        GW5
Monitoring Location
Series1   -  IS: 10500, 2012 Acceptable Limit
102. Total hardness at GW-1 was observed to be above the permissible limit which may
be attributed to presence of calcium and magnesium, but were observed to be within
acceptable limit at all other monitoring locations.
103. Iron has been observed to be more in GW-1 & GW-5 than the permissible limit.
5.6.2 Surface water Quality
104. Parameters for analysis of surface water quality was selected based on the utility of
the particular source of water as per MoEFCC guidelines. The quality of surface water was
compared with IS: 10500-2012 for drinking purposes and also against water quality criteria
as per CPCB guidelines for aquatic resources (Table 35). The surface water quality analysis
of the samples in the study area is given below Table 36.
82 | Page


﻿Table 35: Primary Water Quality Criteria for Designated-Best-Use-Classes
Designated-Best-Use         Class  Criteria
Drinking Water Source without  A      Total Coliforms Organism  MPN/100ml
conventional treatment, but after     shall be 50 or less.
disinfection.                         pH between 6.5 and 8.5
Dissolved Oxygen 6mg/I or more
Biochemical Oxygen Demand 5 days 200C
2mg/I or less.
Outdoor bathing (Organized)  B        Total Coliforms Organism  MPN/100ml
shall be 500 or less.
pH between 6.5 and 8.5
Dissolved Oxygen 5mg/I or more
Biochemical Oxygen Demand 5 days 200C
3mg/ or less.
Drinking water source after  C        Total Coliforms Organism  MPN/100ml
conventional treatment and            shall be 5000 or less.
disinfection                          pH between 6 to 9
Dissolved Oxygen 4mg/I or more
Biochemical Oxygen Demand 5 days 200C
3mg/I or less.
Propagation of Wild life and  D       pH between 6.5 to 8.5
Fisheries                             Dissolved Oxygen 4mg/I or more
Free Ammonia (as N) 1.2 mg/I or less
Irrigation, Industrial Cooling,  E    pH between 6.0 to 8.5
Controlled Waste disposal             Electrical Conductivity at 250C micro
mhos/cm Max.2250.
Sodium absorption Ratio Max. 26
Boron Max. 2mg/I
Below-    Not Meeting A, B, C, D & E Criteria
E
Source: Central Pollution Control Board
83 | Page


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﻿105. pH for all the surface water samples was found within the drinking water limits (6.5 to
8.5) as promulgated by Bureau of Indian Standards (IS: 10500) as observed from Table 36.
106. BOD was observed to be less than 0.2 in SW-1 & SW-2. Faecal coliform and total
coliform was present in all the water samples indicating the risk of other more harmful
pathogens and the presence of human or animal faecal contamination in the surface water,
so adequate disinfection has been proposed in the current project in WTP.
87 1 P a g e


﻿5.7 Ecology Baseline
5.7.1 Forest
107. The existing 300 mm pipeline (233 m) is passing through Birhu forest. Birhu forest is
a protected medium dense forest of approximately 9.6 Ha under Khunti division and is
predominantly covered by Shorea Robusta (Sal) trees. Around 235 sq. m of area of Birhu
forest is required for upgrading the existing pipeline. Sal tree has been planted by the forest
department in this land and communities dwelling nearby to the forest collect fuel wood (dry
leaves and bushes) from the forest. During the application filed for NOC, the divisional forest
officer mentioned that no major or endangered species were found in this forest area. The
proposed alignment will not involve felling of any trees.
5.7.2 Terrestrial Ecology
108. In KNP are, the vegetation contains herb, shrub, tree, climber and grass. The
dominant category is trees which covers 59 species. Butea monosperma, is the most
dominant species in KNP, followed by Ziziphus mauritiana (Ber). Major fauna reported in
KNP area are Macaca mulatta (monkeys), Presbytia entellus (grey langur), Pteropus
ginganteus (Indian flying fox) and Vulpesbengalensis (fox). As per forest department, no
endangered species have been reported in KNP.
5.7.3 Aquatic Ecology Baseline
109. The aquatic ecology in Tajna River near intake wells mainly comprises of Diatoms,
followed by Chlorophyceae and blue- greens. Desmids and Dinophyceae. Zooplankton
present is represented by 12 genera of rotifers, 6 of protozoa, 5 cladocerans and 2 of
copepods. Major fish species reported in the river are Rohu, Catla, Mirka, etc.
88 | P a g e


﻿6 SOCIAL PROFILE
110. This section outlines the social profile of the project impact area in terms of
demography, livelihood, health and infrastructure.
6.1 Project Impact Area
111. The entire Project Impact Area (PIA) is within the KNP area. The Khunti Nagar
Panchayat (KNP) is divided into 16 wards with the total of 7,245 houses. KNP is responsible
for establishment and operation and maintenance of all basic amenities like water supply,
sanitation, sewerage, and solid waste disposal. Khunti Nagar Panchayat is also responsible
for holding public meeting, function, fairs, public awareness programs and implementation of
all government schemes.
112. The socio-economic profile of PIA (Project Impact Area) is based on data from the
secondary documents such as Census 2011, ULB records, and other pulished report and
studies with an objective to understand the socio-economic background of the project area.
113. In addition, a census survey was carried out during the above mentioned period with
an objective of gathering first-hand information on the following:
Household characteristics, including social, economic and demographic profile
Identification of non-titleholders
Categorization and measurements of potential loss
Inventory of affected assets
Physical measurements of the affected assets/structures
Assessment of potential economic impact, including temporary loss.
114. The census survey covered 100% structures affected within the proposed Right of
Way (ROW) as per the Corridor of Impact (Col) of the DPR and drawings provided.
6.2 Socio Economic Profile
115. Khunti is a class Ill town and district headquarters of Khunti District, located at the
central part of Jharkhand. Part of the South Chotanapur Commissionary, Khunti district was
established on 12th September 2007, with 6 Blocks, and is 45 Km south of the state capital,
Ranchi. The district is historically known as the center of activity of the Birsa movement. The
town is spread over an area of 25.0 sq. km with total population of 36,390 as per Census of
India 2011. National Highway 23 and SH 3 is major road crossing the town connecting link to
other urban areas. Khunti is agriculture and forest product based town.
Population
116. As per the data available from Census 2011, total population of the town is 36,390 in
the year 2011 with average household size of five persons. The population of Khunti town is
unevenly distributed 16 wards. Ward number 12 Hutubdug located in the east central part of
89 | P a g e


﻿the town has lowest population share in the town with 3.4% of population; whereas ward
number 5 Khunti, located in west central side of the town has maximum population in the
town i.e. 9.2 % of total.
Table 37: Population, Area and Population Density of Khunti Town
Year         Area in sq. km       Population       Density -persons per sq.
km
1971                               11,743                 455
1981                               18,787                 728
1991                               24,183                 937
2001             25.8              29,282                  113
2011             25.8              36,390                 1410
Source: Census of India 2011, KNP,
117. The total population of Khunti District is 5.3 Lakk as per Census 2011, whereas, the
population of the Khunti Nagar Parishad is 36,390. Whereas, Khunti Nagar Parishad has
total administration over 7,245 houses to which it supplies basic amenities like water and
sewerage.
Population Growth Rate
118. The average population growth rate of the Khunti Nagar Parishad has been 24.27%
as per Census 2011.
Figure 19: Population Growth Rate
Total Population                    Decadal Growth Rate
70.00
40000.00
60.00
35000.00
30000.00                             50.00
25000.00                             40.00
20000.00                             30.00
15000.00
20.00
10000.00
5000.00                             10.00
0.00                               0.00
1961  1971  1981  1991  2001  2011  1961-71  1971-81  1981-91  1991-2001  2001-11
Schedule Caste and Schedule Tribe Population
119. The Khunti Nagar Parishad has a sizable Scheduled caste and tribal population. As
per Census 2011, Schedule Caste (SC) constitutes 4% while Schedule Tribe (ST) is 5% of
total population in KNP. 29% of the total population falls under Minorities.
90 | P a g e


﻿Sex Ratio
120. In Khunti Nagar Parishad, sex ratio is of 960 against state average of 948 (i.e. 49%
of females against the 51% of males to the total population). Moreover, Child Sex Ratio in
Khunti Nagar Parishad is around 924 compared to Jharkhand state average of 948.
Population of Children with age of 0-6 is 4,763 which is 13% of total population of Khunti
(Nagar Parishad).
Sex Ratio
49%
0 Male Population
Female Population
Figure 20: Gender Ratio
Literacy Rate
121. Literacy rate of Khunti city was observed around 72% as per Census 2011 indicating
an overall increase as compared to 2001. Of the total literate population, about 54%
comprised male population while the rest 46% comprised female population as per Census
2011. The literacy rate in female population is 67% much lower than the literacy rates in
males which is 77%.
Figure 21: Literacy Rate in Khunti Nagar Panchayat
91| P a g e


﻿Literacy Rate
78%
76% f
74%  -
72%
70%
68%
66%
64%
62%
Total         Male          Female
Workforce Participate Rate
As per Census 2011, the total worker population was around 30% while the rest 70%
comprised non worker population.
Workers Population
0 Worker Population  Non-Worker Population
70%
Figure 22: Workforce Participation in Khunti Nagar Parishad
122. In 2011, out of the total population, about 11,052 persons were engaged in work or
business activity. Of this 8,243 were males while 2,809 were females. In census survey,
worker is defined as person who does business, job, service, and cultivator and labor
activity. Of total 11,052 working population, 79% were engaged in Main Work while 21% of
total workers were engaged in Marginal Work in 2011.
Occupation Structure
92 | Page


﻿123. In Khunti Nagar Parishad, majority (79%) of the total workers were involved in other
activites, which involve government servants, municipal employees, teachers, factory
workers, plantation workers, those engaged in trade, commerce, business, transport
banking, mining, construction, political or social work, priests, entertainment artists, etc.
Though in case of Khunti town, in this category the other workers are involved in the
processing of primary activities only. The second highest is household industry workers
which is 17%.
Occupational Structure
4%  Agriciltural Labours
& Cultivators
N Household Industry
workers
 79"                              Other Workers
Figure 23: Occupation Distribution of Total Workers in Khunti NP, Census 2011
Economic Profile of the Study Area
124. Khunti is famous as the lac producer of the Jharkhand region. A large share of
India's total lac is produced in this place. Lac is a natural polymer (resin) that is produced by
a tiny insect called Kerria lacca (Kerr). This insect is specially grown on the shoots of several
species of trees such as palas, kusum and ber. This agricultural profession of lac cultivation
is a secondary source of income for many tribal in the Khunti region. And it is with the
Government assistance and many other voluntary and NGO's that this cultivation has taken
a new form and a new lease of life.
Agriculture
125. The main crop grown in the district are paddy, maize black gram and Mustard. The
district has also been identified as Agri-export Zone by Government of India, keeping in view
the production of large quantities of green vegetables in the district. The climate of the
district remains cool throughout the year with an average rainfall of 1050 mm to 1500 mm
which is conducive for production of vegetables. However, there is urgent need for
increasing the irrigation coverage in the district so that mono cropping at present may be
transformed to multi cropping system in future. Peas, cauliflower, brinjal, tomato and french
93 | Page


﻿beans are supplied to other towns in Jharkhand and neighbouring States of Orissa,
Chattisgarh and West Bengal.
Basic infrastructure service
126. As per Census, 2011, there are 2 government allopathic hospitals run in the area
with a strength of 30 beds and has very basic amenities and people are usually referred to
nearby cities like Ranchi or Patna for better care. Other than that, there are 7 dispensaries, 1
T.B. Hospital and 1 Alternative hospital medicine centers in the town.
127.  Although several public and private health facilities are available in the state, overall
infrastructure for dispensing health related services require improvements. The incidence of
malaria, typhoid and gastroenteritis disorders are common in the area.
Education Facilities
128. There are 12 primary schools, 10 middle schools, 6 secondary schools, 6 senior
secondary schools and 1 Arts, Science and Commerce College in Khunti Nagar Parishad
(Source: census of India, 2011).
Sanitation and Civic amenities
129. Throughout the PIA sanitation facility is poor to say the least. People however, have
made own arrangement of individual toilet which is not hygienic. People of the clusters
defecate in the open. In urban/ semi urban centres sanitation system is old and many
households still use kuchcha or unsanitary latrines.
Water Supply
130. Tube wells are the main source of drinking water in Khunti. The piped water supply
system of Khunti is facing several problems at present. A low level of service in terms of low
per capita water supply rate, short hours of supply, insufficient terminal pressure in the
outlying areas, and non-uniform spatial supply rate are few examples of these problems.
Most of the colonies do not receive municipal piped water supply.
131. Distribution network do not cover the entire town. Thus about 85 % area is not
covered under the existing scheme. Ground water is the only alternative left. The quality of
this water is also a cause of concern. Thus, quantity as well as quality of drinking water is
the major issue obstructing the development and growth of the town. To supply adequate
and safe drinking water, the proposed project is essential.
6.3 Town Management
132. Khunti town administration is structurally divided into two wings i.e. elective wing
headed by chairperson and administrative wing headed by executive officer. In addition to
94 | P a g e


﻿nagar panchayat there are other parastatal bodies (e.g. Ward Office) working for sanitation
related aspects.
133. The elective body is headed by Chairperson supported by vice-chairperson and 16
councilors, one for each of thel6 wards. Chairperson and vise-chairperson in KNP are
selected by councilors. The tenure of the elected body of KNP is for five years.. The elective
body is responsible for making policy decisions at town level for implementation of various
town / citizen services including sanitation, and oversees the implementation process for
successful execution of such schemes. As per Jharkhand Municipal Act, 2011, the Standing
Committee shall consist of the Chairperson; the Vice- Chairperson, and three elected
councilors to be elected by the Council.
134. Khunti Nagar Panchayatl9 (KNP)'s administrative body was constituted in the year
2008. It consists of 20 nos. of ward having total area of 25.8 Sq. Km. KNP is responsible to
provide basic infrastructure including roads, drainage and sewerage, water supply, street
lighting and services covering education, housing, poverty alleviation, slum improvement,
urban forestry, environmental protection and conservation, primary health etc. KNP is
headed by one executive officer and is responsible for operational planning and
management of nagar panchayat. Other officials in the KNP such as municipal engineer,
health officer, accounts officer etc. directly report to executive officer.
95 | P a g e


﻿7 PUBLIC CONSULTATIONS AND DISCLOSURE
7.1 Identification of Stakeholders and Methods for Consultation
135. Consultation during project preparation as an integral part of the environment and
social assessment process not only minimizes the risks but involves the public as
stakeholders in project preparation process, promotes public understanding of the project
leads to timely completion of the project. The ESMP prepared also incorporates the views of
the project beneficiaries and Project Affected Persons (PAPs) in the design of the mitigation
measures and a management plan.
136. The specific aims of the consultation process are to:
Provide clear and accurate information about the project to the beneficiary
community;
Obtain the main concerns and perceptions of the public and their representatives
regarding the project
Obtain opinions and suggestions directly from the impacted communities on their
preferred mitigation measures; and
Identify local leaders with whom further dialogue can be continued in subsequent
stages of the project.
Improve project design and, thereby, minimize conflicts and delays in
implementation
Increase long term project sustainability and ownership
137. The primary stakeholders that were identified for the Khunti water supply project are
the Khunti nagar Panchayat officials, representative of forest, water resource department
and other relevant departments, PAPs and the direct beneficiaries. The secondary
stakeholders include  other  individuals  and  groups, viz., the  ULBs, other
Governmental/Quasi-governmental departments, etc. The stakeholders identified, the social
survey methods followed for collecting primary data and disclosure of the project are
presented in the table below."
1 Given the socio-economic background of PAPs, most of them are engaged in their livelihood activities during
the day. Therefore, despite repeated efforts to involve them in consultation process, only few attended.
96 | P a g e


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﻿Process of Consultation
138. Consultation during the E&S Assessments: As a part of environmental and social
impact assessment, public/stakeholder consultations were organized in Khunti. Furthermore,
information pertaining to the sub-project including work schedule, procedures involved,
finalization of project components with identification of impacts, entitled persons, mitigation
measures and grievance redressal mechanisms was disseminated. Other stakeholders such
as Forest, Water resource Department, PHED, the Land Revenue Department, National
Highway Authority of India (NHAI) etc. were also contacted for face to face discussions
(Refer Table no. 43). The outcomes of the initial consultations held during the month of
January & February were incorporated, as appropriate, in the designs and mitigation plans.
139. Consultation on the draft ESIA, ESMP, STPP and ARAP: The draft ESIA was
presented and explained to local community, stake holders, PAP and ULB members on 9th
October 2017.The impacts arising due to the project, the mitigation measures and ESMP
was discussed in detail.
99 | P a g e


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﻿7.3 Summary of Public Consultation (Phase II)
Observations
140. JUIDCo undertook a second phase of public consultation based on the advanced draft of
the ESIA to seek inputs and acceptance of the proposed measures. The consultation was
conducted at the District Collector Office, Khunti, the District Commissioner, ULB
members, WRD , PAPs , Women Self Help Group were present. The summary of public
consultation undertaken as part of ESIA is detailed below:
The project does not require any land acquisition or any permanent impact to
structures.
Impacts are limited to non-title holders. The structure of only 2 non-title holders will
be affected due to the project. There will be temporary loss of livelihood of 35 PAPs
for approximate 20 days during the actual construction process. There is only one
Schedule Tribe household to be affected.
Assistance will be provided for the temporary impacts. The relevant provisions of the
Entitlement Matrix (shown in section 12. 5 "Entitlement Matrix") were made known to
the public and a Hindi version of the same would be distributed before mobilization of
the contractor. Locals were also informed of skill development training.
Khunti Nagar Panchayat is in the process of developing a plan to relocate the
vendors during construction.
People have raised the issue of noise and air pollution that would be generated
during the construction phase and have requested for implementation of suitable
mitigation measures.
The participants stressed that majority of the labours to be employed during the
construction and operation phase should be locals
The participants suggested that the approved ESIA should be provided at ULB level.
Water pipelines should be separated from the drainage lines to avoid any possible
contamination.
Free water points need to be considered.
As informed by people, the contractor should keep a provision for employment of
local persons (mainly women), in the project.
Table 42: Key issues raised during consultation and response provided
S.No     Key Concerns             Response provided
Environmental
1        Community insisted on    Community was informed by the PMU that the
sharing the possible price of  water tariff is still under consideration and ULBs
the water point connection
109 | Page


﻿and the subsidy/benefits  will decide on water charges.
available to the poor.
2        People have raised the issue  Adequate safe measures to mitigate
of noise and air pollution that  environmental impact have been assessed and
would be generated during the made part of ESMP. ESMP will be made part of
construction phase       bid documents, so that the contractor is aware
beforehand the mitigation measures to be
implemented at site .Additional regular
monitoring will be undertaken to oversee that all
mitigation measures are properly implemented
by contractor.
Grievance cell will be created at ULB level as
well as JUIDCO level, so that public can raise
issues on any environmental concern that may
arise due to construction activity.
3        People were concern     All the present stakeholders were informed that
regarding water quality during  water quality will be maintained as per the
operation phase.        Indian standard. Monthly water quality test will
be conducted to maintain the quality of water.
Social
3        The community members   Survey has been conducted to identify the
stressed on proper       PAPs. Further, the ARAP implementation
identification and       NGOs will conduct detailed verification of PAPs
compensation for the PAPs.  at implementation stage. The compensation will
be provided as per the Entitlement Matrix and
the community has been informed about the
compensation.
4        The women were          It was explained to the community members
apprehensive about the  that the daily water quality testing will be done
quality of the water supplied  to ensure compliance to IS: 10500:2012 at the
and the maintenance of the  WTP through a fully functional govt. approved
pipelines. They suggested that laboratory.
the water pipelines should be
separated from the drainage
lines to avoid any possible
contamination.
5        Communities raised concern  Traffic management plan will be made in
on increase in traffic problems consultation with local authority and will be
that may occur during the  implemented by contractor to reduce the traffic
construction phase       impacts and local inconvenience
6        The participants stressed that  Necessary directives will be given to Contractor
majority of the labours to be  for hiring the local work force. However, in case
employed during the      of unavailability of required labor force and
construction and operation  associated goods and services locally for the
phase should be locals   construction of civil works, because of a
approved ESIA should be  number of reasons such as worker
110 | Page


﻿provided at ULB level    unavailability and lack of technical skills and
capacity, the labour force (total or partial) may
be brought in from outside the project area from
nearby municipal towns and villages and
sometimes from outside the state
Disclosure of Project Information
141. The impacts of the project were disclosed to the local people who will be affected.
Both positive and negative impacts of the project were disclosed. During public consultation
sessions, the local people accepted that they were aware of the project as it was disclosed
from time to time through local newspaper.
142. It was made known to the people that a resettlement information leaflet containing
information on compensation, entitlement and resettlement management adopted for the
project will be made available in the local language (Hindi) before mobilization of the
contractor. The detailed information would also be available on the website of JUIDCO and
the World Bank after approval of the World Bank.
Grievance Redressal Mechanism
143. The Grievance Redressal Committee (GRC) at the state level has already been
constituted. Consultation for the formation of GRC for this project at district/city level is being
undertaken. Before the start of the process of civil contractor appointment, the GRC at
project level will be formed in consultation with the PAPs and beneficiaries so that the
grievances are resolved at the project site itself.
Provision of further Consultations at Implementation Stage
144. The effectiveness of the implementation of an Environmental and Social
Management Plan (ESMP) is directly related to the degree of continuing involvement of the
people affected by the sub-project. Several additional rounds of consultation with the PAPs
and local community will be undertaken during the sub-project implementation. A NGO
responsible for ARAP implementation is entrusted with the task of conducting these
consultations during implementation phase. This could involve agreements on assistance
options, entitlement package and income restoration measures, accessibility and
padestraian movement for the sub-project and inconvenience to the local community with
respect to dust, noise safety, labour etc.. The consultation will continue throughout the sub-
111 | Page


﻿project implementation stage. The following set of activities will be undertaken for effective
implementation of the plan:
In case of any change in engineering alignment planning, the PAPs and other
stakeholders will be consulted in selection of alternative alignment for minimization of
resettlement impacts, development of mitigation measures, etc.
During Implmentation an active feedback loop for citizen complaints on air, noise,
dust pollution, and safety issues will be maintained and adequately addressed by the
contractor and PIU.
INcase of any changes to implmentation/ work schedules, closure of roads,
interruption in utilities, the PIU and ULB will inform the affected people prior.
Together with the NGO, the Project Implementation Unit (PIU) will conduct
information dissemination sessions in the project area and will invite feedback from
the PAPs in order to strengthen the Environmental and Social Management Plan
implementation.
During the implementation of ARAP, the NGO will organize public meetings and will
inform the communities about the progress of the implementation of sub-project
works, including awareness regarding health and sanitation issues related to water
supply.
Consultation and focus group discussions will be conducted with vulnerable groups
like women, SCs, STs, and people living below poverty line to understand their
specific needs that should be incorporated in ESMP/RAP/STPP.
Women will be specially consulted during implementation stage.
112 | Page


﻿8 ENVIRONMENTAL IMPACT ASSESSMENT
145. This chapter assesses key potential environmental impacts that are expected to
occur during the project duration. The significance of the impacts has been assessed based
on the methodology defined in Annexure XII. The expected impacts have been categorized
into the following two phases:
Construction phase
Operation phase
8.1 Project Area of Influence
146. In the proposed sub-project, direct and/or indirect impacts are generated which are
rather short-term. It is expected that most of the impacts are temporary in nature and will
cease once the construction is completed. Table 43 shows the influence area of the
proposed sub-project components.
113 | Page


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﻿8.2 Impacts due to project activity
8.2.1 Positive Impacts
Construction Phase
147. The positive impacts of the project during construction phase are:
Employment opportunities: With the construction of the proposed Project, there will
be employment opportunities for both skilled and unskilled workers from Khunti. This
will be beneficial both from the economic and social point of view. Economically, it
means abundant unskilled labour will be used in production. Several workers
including casual labourers, plumbers and engineers are expected to work on the site
for a period of time. Semi-skilled, unskilled and formal employees are expected to
obtain gainful employment during the period of construction. With labour intensive
construction technologies, the project will provide employment for youths and provide
support to the GoJ initiatives on creation of jobs.
Creation of a market for construction: The Project will require materials, some of
which will be sourced locally and some internationally. These include plant (pump
sets, switch gear, instrumentation) pipes, valves, cement, sand and chemicals. This
will provide a ready market for suppliers in and outside the project area
Operation Phase
Improved water quality will in turn reduce exposure to water borne diseases to the
consumers.
General hygiene in the served area could improve through use of acceptable water
quality and enhanced availability (from 65 Ipcd to 155 Ipcd).
Savings in time and effort: Piped water availability through household connections
will save time and effort spent earlier in fetching water, especially for women.
Household water connections and metering will help to reduce water wastage -
currently estimated at 20 percent.
Use of SCADA will reduce water wastage due to overflows at the ESRs, enhance
equity and timeliness in water supply.
Availability of potable drinking water will contribute to improved living standards
within the sub-project area.
Discontinuation of groundwater use and creating a new water supply system based
on nearest surface water sources
Recovering backwash water from treatment process
117 1 Page


﻿Improve water use efficiency and reduce water wastage at household level by
recording and monitoring the water usage, and charging the consumers as per
usage. Minimize unaccounted for water (UFW) losses using leak detection, and
identifying unauthorized connections
Using low-noise and energy efficient pumping systems
8.2.2 Negative Impacts
148. The precise environmental impacts and risks, and required mitigation measures
under OP/BP 4.01; and OP 4.36 are described in the following sections of this ESIA. In
particular, the Environmental and Social Management Plan (ESMP) will detail mitigation
measure and also provides the institutional arrangement for their implementation including
monitoring arrangements.
149. The impacts and subsequent mitigations presented here draw on a detailed field
study carried out in Khunti. Information has been collected on a wide variety of variables
required to anticipate and manage project impacts, including sensitive environmental
receptors in the impacted area, expected effects of air and noise, impact of construction (e.g.
on traffic and public safety). During operation of water supply system, the overall impact is
expected to be positive, however to safeguard public health, it is imperative that regular
monitoring of raw and treated water at the treatment plants, and in the distribution network
be implemented to ensure that drinking water limits are not exceeded. The main impacts
have been presented in Table 44.
118 | Page


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﻿9 SOCIAL IMPACT ASSESSMENT (SIA)
9.1 SIA Methodology
150. The chapter deals with the approach and methodology adopted for collection of
material and non-material socio-economic and cultural data and its analysis for
understanding the various types of impact the project would bring about in the local social,
cultural and economic fabric of the society. It also discusses the methods, tools and
techniques used for screening and identifying the areas of concern for preparation of
Resettlement Action Plan (RAP). With a view to comply with the applicable national and
state laws, acts and guidelines and the World Bank OP 4.12, a conjunctive approach
integrating the social, environmental and design aspects as well as intensive stakeholder
consultations was adopted.
151. The project thus involves an integrated approach towards planning and design,
incorporating close cooperation of the engineering, environment and social sector teams.
The social assessment for impact analysis of the project was carried out through a series of
complementary processes. Data for SIA was collected through various primary and
secondary sources.
152. Primary data was collected through intensive survey to comprehend the broad
baseline status and socio-economic profile of the local community and to establish the legal
entitlement of the project affected families/people. Secondary data/information was collected
from various agencies so as to ascertain/verify the ground realities and bring out the socio-
economic characteristics, physical features and cultural set-up of the project area. Other
secondary data was obtained from documents collected from JUIDCO, published articles
and census publications.
9.2 Findings of Social Impact Assessment
9.2.1 Scope of Land Acquisition
153. According to JUIDCO, there is no need for land acquisition in the proposed Khunti
Water supply project since the proposed project only entails change in the diameter of the
pipelines in most part of the project area. The requisite land for laying down the water
pipeline already lies with the Water supply Department/ULBs.
154. From the analysis of impacts, it is noted that only 2 private structures will be
permanently affected due to the project work. In addition, there will be temporary impact on
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﻿income for maximum 20 days of 35 vendors during the laying of Pipes.. The details of project
impacts are discussed in the following section and the summary project impacts are
presented in table below:
Table 45: Summary Project Impacts
SI. No.  Impacts                                            Number
1       Total land acquisition requirements (in Ha)         Nil
2       Total private land acquisition requirements (in Ha)  Nil
3       Total Govt. land acquisition requirements (in Ha)   Nil
4       Total Number of land units/plots affected           Nil
5       Total Number of private land units/plots affected   Nil
6       Total Number of private Residential structures of TH  Nil
7       Total Number of private Commercial structures of TH  Nil
8       Total Number of private structures of NTH affected within the RoW  2
9       Total Number of Affected Families                   2
10      Total Numbers of Persons affected                   9
11      Total Number of Vulnerable households affected      1
12      Total Number of Mobile vendors affected Temporarily  35
13      Total Numbers of Persons Affected                   157
14      Total Number of CPRs affected (Community and Religious)  Nil
Source: Census Survey, March, 2017
155. Thus, the sub-project is categorized as Category S2.
9.2.2 Influence on Society
156. Upgrading the Water supply and other urban infrastructure of the ULBs will have
immense positive impact on the life of the under privileged in the urban areas. The
development of the same would increase the well-being of the people in PIA.
(a). Positive Impacts
157. The positive impacts on the population would be the followings:
Improvement in overall water supply and sanitation services for Khunti Nagar
Panchayat.
Reduced incidence of water borne diseases and reduction in child mortality rate.
Time savings for women.
Surge in improved health, standard of living; personal hygiene.
Improved services delivered by commercial establishments (restaurants), hospitals,
businesses etc. due to availability of clean drinking water.
(b). Adverse Impact
158. The adverse impacts to the population would be the followings:
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﻿The structure of only 2 non-title holder with 9 PAPs will be affected due to the project.
There will be temporary loss of livelihood of 35 vendors with 157 PAPs for
approximate 20 days during the actual construction process.
There is only one Schedule Tribe household to be affected.
9.3 Social Impact Mitigation Measures
159. No land acquisition will be undertaken for the project. Around 1650 m of pipeline will
be upgraded and 130.758 km will be newly laid, The newly laid pipe will be within the RoW
and there is no change in the character of land. The project involves loss of two structures of
two non titleholders within the road Right of Way (RoW). Also at the time of laying of pipes is
likely to cause loss of income for 35 street vendors temporarily. As per ESMF categorisation
criteria Khunti Water Supply Project is categorised as S-2 and a separate Abbreviated
Resettlement Action Plan (ARAP) is prepared.
160. Although, no need for compulsory land acquisition is identified, the construction of
the raw water main would involve working within the forest area in Birhu Thana village under
Khunti Nagar Panchayat. In order to ensure that the forest rights holders support the project
and and their interests are protected throughout the project cycle, this Scheduled Tribe
Participation Plan (STPP) has been prepared to meet the requirement of World Bank's
Operation Policy on Indigenous People as well as Forest Rights Acts 2006 of India.
161. The Abbreviated Resettlement Action Plan and a Scheduled Tribe Participation Plan
has been prepared as separate reports and will be disclosed along with this ESIA and
ESMP. Abbreviated Resettlement Action Plan (ARAP) proposes a budget of INR 7.74 lakhs.
However, no separate budget has been provisioned under Scheduled Tribe Participation
Plan (STPP) as the implementation arrangements for ensuring participation of the forest
dwellers remains the same as ESMP and ARAP. This has been included in the overall sub-
project costs.
9.4 Gender issues and Action Plan
162. The Gender Development Index (GDI) value for India is very low and the socio-
economic profile of the project area shows much lower socio-economic standing for women.
The details have been discussed in table below:
Table 46: Gender Data of Jharkhand and India
Items                                      Jharkhand     India
Gender Related Development Index (GDI)     0.558         0.590
GDI rank (out of 35)                       29            122
Gender Empowerment Measure (GEM)           0.435         0.497
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﻿GEM rank (out of 35)                              26              Not Applicable
Source: Jharkhand Factsheet
163.   Further, the random interviews conducted for 200 households under the Khunti water
supply sub-project indicated the following:
a) Women play a major role in domestic water management and are typically
responsible for collecting and storing water. The table below shows that in case of
84.36% households, women are responsible for managing household water
requirements.
Table 47: Present Accessibility in Khunti of Water for the Households
For households without water supply
Responsibility of managing water     Women        Men          Both
requirements                         84.36%       12.80%       2.84%
Within house  <0.5km      >0.5km to <1km
20.85%       38.86%       40.28%
<=15 Mins    >. to<25     >25 mins
Time spent on fetching water                      mins         18.01%
1 37.44%
Source: Survey from Jan to June, 2017
b) Women participation in decision-making regarding financial matters, education of
child, healthcare of child, purchase of assets, day to day household activities,
social function and marriages and land property was observed to be significantly
low. The table below provides details of women involvement in various activities.
Table 48:Women Participation in Khunti on Decision Making
Dec ision making and participation at household le el
Financial Education  Healthcare of  Purchase of Day-to-day  Social  Land
matter  of child   child      assets   household function and  property
activities  marriages
Men    85.3%    9.8%       9.8%      60.8%      11.3%     60.8%       71.1%
Women    4.4%    4.4%       4.4%       4.4%      4.4%       4.4%       4.4%
Both   10.3%    85.8%  1  85.8%       34.8%     84.3%     34.8%       24.5%
Source: Survey from Jan to June, 2017
c) The benefits of the project as envisaged by the women population are:
i. Increased accessibility and better quality of the water
ii. Reduced time spent on accessing the water.
iii. Decreased cost of living leading to a better quality of life
iv. Increased security of the women with infrastructural development of the urban
areas, mainly house connections.
v. Improvement in water quality leading to improvement in health and hygiene.
164.  The project can improve the situation and create opportunities for them to equally
access the project benefits by ensuring the following:
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﻿i. Good quality of water supply will decrease the incidences of water borne
diseases and will increase hygiene and sanitation.
ii. Time saved by the women folk can be utilised for other productive activities that
can help in generation of additional income.
d) Women are largely involved in domestic work and have very low economic
participation rate (i.e., productive or gainful employment). In the project, women are
affected in a variety of ways. For example, they face hardship and stress due to
scarcity of urban infrastructure and services such as water supply, drains and
drainage, etc.
e) In order to assess women's issues in connection with urban infrastructural project
women were interviewed separately. The present scenario of the Khunti Nagar
Panchayat as per the women FGD. (Annexure III: MINUTES OF THE CONSULTATION
HELD ON 30TH OF MAY 2017 WITH SELF HELP GROUP OF THE KHUNTI NAGAR
PANCHAYAT TO DISCUSS THE WATER SUPPLY SCHEME PROPOSED FOR WORLD BANK
FUNDING)
139 | Page


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﻿Actions to be Taken
165. The Vishakha Guidelines are a set of procedural guidelines for use in India in cases
of sexual harassment. They are promulgated by the Indian Supreme Court in 1997 and was
superseded in 2013 by 'The Sexual Harassment of Women at Workplace (Prevention,
Prohibition and Redressal) Act, 2013'. The Jharkhand High Court in the Writ Petion (PIL)
5497 of 2011 had ordered the State of Jharkhand to strictly enforce the directions of the
Honourable Supreme Court and also advised to enact legislation in tune Tamil Nadu
Prohibition of Eve Teasing Act, 1998 and Delhi Prohibition of Eve Teasing Act, 1998.
166. As per the information of Jharkhand State Commission for Women (JSCW), around
10 Government organisations have confirmed the functioning of Anti sexual harassment
cells till the December of 2016. The Sexual Harassment of Women at Workplace
(Prevention, Prohibition and Redressal) Act 2013 under Vishaka Guidelines mentions an
employer to set up an Internal Complaints Committee (ICC) at each office or branch with
more than 10 employees of any gender. Inability to form such a cell can charge a sum of Rs
50,000 from the employer. JSCW had written letter to the chief secretary for prompt
formation and functioning of such cells in all private as well as government departments for
the sake of women employees. Involvement of an NGO member and a woman employee is
mandatory in the cell also referred as ICC. But the formation of such cells in all the
government and private offices is in process.
9.5 Labour Influx Management and Child Labour
167. The construction of civil works for which the required labor force and associated
goods and services cannot be fully supplied locally for a number of reasons such as worker
unavailability and lack of technical skills and capacity. In such cases, the labor force (total or
partial) would need to be brought in from outside the project area from nearby municipal
towns and villages and sometimes outside the state. This rapid migration of labor to the
project area may affect the project area negatively in the terms of additional burden on public
infrastructure such as local social and health services, utilities such as water and electricity,
housing and social dynamics and thus impact on local communities. Other related issues
could be increased risk of spread of communicable diseases, and increased rates of illicit
behavior and crime. Some of the adverse environmental impacts are illegal waste disposal
sites, inappropriate Wasterwater discharges, camp related noise, access roads and land use
issues. Such adverse impacts may get amplified by local-level low capacity to manage and
1411 Page


﻿absorb the incoming labor force, and specifically when civil works are carried out in, or near,
vulnerable communities and in other high-risk situations.
168. According to estimates, the labour demand (350 workers) for the project will be met
through local labour, and a small fraction of 50-60 workers will be migrant. However these
numbers are only indicative given the context of labour requriements in Jharkhand. The
contactor, once on board would require to set up construction and labour camp for keeping
the health and safety of workers and impacts of setting up such camps on the local
community in consideration
169. As majority of labour under the project will consist of local population with only 15%
labour/technicians coming from outside; therefore,chances of conflict between immigrant
labour force and local community are rare. In this regard, directives will be issued to the
contractor to manage the migrant labour. In addition to the above, there may be issues
relating to child labour and safety and security of women.. A committee will be set up in each
sub project district to look after the issues pertaining to child labour and ensure that children
below 14 years are not employed in any of the sub-projects. While the sub project ESIAs
would require to assess such potential issues linked to temporary project induced labour
influx, the specific impacts can only be assessed once the contractor is appointed and
decides to outsource labour.
170. Some of the risk factors identified are (i) weak institutional capacity of the
implementing agency; (ii) many contractors without strong worker management and health
and safety policies; (iv) pre-existing social conflicts or tensions; (v) weak local law
enforcement, and (vi) prevalence of gender-based violence and social norms towards it in
the community (vii) local prevalence of child and forced labor. (Viii) perception of insecurity
by the local community due to illicit behavior or crimes including theft, physical assaults,
substance abuse, human trafficking etc and (ix) limited availability of affordable
accommodation and rents within Municipal area.
171. There are multiple and comprehensive Acts and Rules at both state and national
level (Chapter 3) that set out the provisions for appropriate working conditions and for good
labour management. However, multiplicity of laws and rules sometimes cause confusion in
its applicability in a specific context. Further in case of contracted workers and Primary labor
suppliers the enforcement weakens.
172. Hence, the contractor would require to develop sub project specific labour
management procedures and mitigation measures in the C-ESMP before the start of works
and monitor and update the labour management Plan as necessary during the course of the
project. JUIDCO would develop a separate training module with the help of technical partner
142 | Page


﻿to build the capacity of JUIDCO, Supervision Consultants and Contractors in preparation and
execution of this labour management Plan.
173. This Labor Management Plan would address specific activities that will be
undertaken to minimize the impact on the local community, including elements such as
* Communication and awareness plan on national labour and women harassment laws
and its penal implications, leave provisions and other allowances for workers benefit,
* Worker codes of conduct with respect to manual scavenging, engagement with local
residents, child labor, nondiscrimination, harassment of coworkers including women
and those belonging to SC and STs and other minority social groups.
* Training programs on HIVIAIDS and other communicable diseases, etc.
* Workers' Camp Management Plan addressing specific aspects of the establishment
and operation of workers' camps provided the ULB is unable to cater to the demand
for affordable housing for this additional workforce in terms of rentals, hostels,
apartments etc.
* Compliant handling Mechanism at the sub project level
174. The responsibilities for managing these adverse impacts is being clearly reflected as
a contractual obligations of the Civil Works Contractor and Supervision Consultant, with
appropriate mechanisms for addressing non-compliance.
143 | Page


﻿144 | P a g e


﻿10 ENVIRONMENT & SOCIAL MANAGEMENT PLAN
175. This section describes the management plan to be implemented to avoid or mitigate
the anticipated negative environmental impacts and enhance the positive impacts of the sub-
project activities.
10.1 Objectives of the ESMP
176. The objectives of the Environment and Social Management Plan (ESMP) are to:
Provide a comprehensive listing of the various mitigation and monitoring measures
that are to be implemented to avoid or reduce negative impacts and enhance postive
impacts.
Ensure compliance with the applicable National, and State Environment and Social
laws and regulations as well as the World Bank's safeguard policies.
Institutional arrangements that are and will be put in place by JMDP for the
environmental and social compliance.
Detail the plan for periodic monitoring of the effectiveness of the mitigation measures
and residual impacts.
Outline the capacity building plan for enhancing the capacities of the key
stakeholders on environmental and social management.
Detail the budget requirements for implementation of the ESMP.
10.2 Institutional Arrangement for ESMP Implementation
177. The key institutional arrangements and capacity for the implementation of the ESMP,
their roles and responsibilities are outlined in this section.
Table 49: Key institutions for EMP implementation
Level Implementing institutions  External institutions servicing the sub-project
State  JUIDCO - Project        JUIDCO's Project Management Consultant
Management Unit (PMU)   (PMC)
[already in place]            Environmental Specialist
Environmental           Social Specialist
Specialist
Social Specialist
Khunti JUIDCO - Project        Contractor           JUIDCO's
ULB    Implementation Unit (PIU)     Environmental  Construction
level       Environmental            Health and Safety Supervision and
Specialist              Specialist      Quality Control
Social Specialist       Social Specialist  Consultant (CSQC
Consultant)
Environment,
Social Health
and Safety
145 | Page


﻿Specialist
178. JUIDCO-PMU: JUIDCO is the primary implementing agency for the JMDP under
which the Khunti-WSS sub-project is being implemented. JUIDCO has established a Project
Management Unit (PMU) for JMDP, which has a dedicated environment and social
specialist. The JUIDCO-PMU will have ultimate responsibility and obligation to ensure
ESMP implmentation and compliance. This role will include on-going identification and
management of environmental impacts, monitoring social and environmental performance,
ensuring availability of committed human resources and budget for ESMP implementation,
periodic monitoring and reporting on ESMP performance. JUIDCO PMU will also carry out
regular training on ESHS aspects especially for construction stage, orientation and
experience sharing programs to enhance the knowledge and capacity of the project staff.
The PMU will also put in place training programmes as per the ESMF for contractors staff on
environment and social impacts in construction stage which include OHS management,
maintainence of labour camp code of conduct and hygene,use of PPE, HIV prevention,
gender, and maintaining hazard free work spaces JUIDCO-PMU will coordinate with Project
Implementing Unit (PIU) at ULB level and Project Management Consultant (PMC) for
effective monitoring of the ESMP. The JUIDCO PMU will draw support from safeguards
specialists from the project management consultant's team if needed.
179. JUIDCO-PIU: The PIU located at the ULB level, this will be established and have a
dedicated environment and social specialist to supervise and monitor the contractor's
performance in implementing the ESMP. The PIU will assume direct responsibility for day-
to-day project management, coordination and implementation of the sub project. The PIU
will also supervise implementation of ESMP, and submit monthly progress reports to the
PMU; and, will monitor the financial and physical progress of ESMP, adequacy of public
consultation and compliant handling, and grievance redressal. It will also facilitate smooth
coordination between the contractor, CSQC and the relevant government departments
(ultilities, forest, traffic management etc.) for ESMP implementation. The PIU will also form
the formal link between he ULB and JUIDCo, obtaining various clearances and approvals
required and essential for project implementation, and reporting ESMP non compliance to
the PMU.
180. CSQC Consultant: The CSQC Consultant ESHS specialist will undertake day to day
supervision of the implementation of the ESMP, labour management, OHS and waste
management provisions, including all mitigation, management and monitoring measures by
the Contractor, will provide required on-site guidance for safeguards compliance, and, will
report on safeguards compliance and non-compliance to the PIU. The scope of work for the
CSQC ESHS specialist is attached in Annex XVIII
146 | Page


﻿181. Contractor: The contractor will be responsible for implementation and adherence to
all the mitigation measures, monitoring and inspection arrangements outlined in this ESMP
associated with their respective activities. The contractor will be required to comply with the
mitigation provisions, specifications, and drawings of the ESMP and with any related codes
of conduct required by JUIDCO. The contractor selection process will include consideration
of the capacities of the entities to ensure compliance to legal environmental and social
requirements as well as adherence to the ESMP. The contract conditions will emphasize the
obligations of the contractor on both these aspects. The contractor will put in place
experienced specialist in the roles of Environmental Health and Safety; and Social as a part
of the implementation team.
State Pollution Control Board The state pollution control board (JSPCB) will provide
Approvals for the WTP before start of Operation and Maintenance and conduct Monitoring of
the effluent quality and ensure that it is according to the Standards laid down by CPCB/
CPHEEO.
Khunti ULB: The ULB officers, engineers will form an integral part of the PIU. However, the
ULB will also support the sub project implmentation in conducting information education and
communication activities, addressing compliants, assistance in obtaining necessary
government approvals for waste management, water withdrawal, and raw material
requirements.
147 | Page


﻿182.  The organogram of the project is presented in Error! Reference source not found.
I                        I
One each dedicated  I                     I                         One each dedicated
Environment & Social I                                              Environment & Social
Specialist (Full time)  I                                           Specialist (Full time)
One each dedicated           I                                       1 Dedicated EHSE &
Environment & Social  I                                              Social specialist (Full
Specialist (Full time)  I                                                 time)
I                        I
1 Dedicated EHSE (Full
time)
II
I                        I
II
II
I                        I
II
183.  The human resources in each of these institutions for EMP implementation will be as
follows:
Level      Institution  Human Resources
State       JUIDCO     Full time dedicated 1 each Environment & Social Specialist
PMU
State +     JUIDCO     Full time dedicated 1 each Environment & Social Specialist
Regional    PMC
Regional/   JUIDCO     1 dedicated Environment & Social Specialist
ULB         PlU
Regional/   CSQC       Full time Environment Social Health and Safety Specialist
ULB         Consultant
Project Site  Contractor Full time Environment Health and Safety Engineer
10.3 Project Commitments
184. As a part of the EMP, JUIDCO will commit to recognizing the environmental issues,
social and livelihood impacts on the local communities at the individual sub-project sites.
Overall, JUIDCO/PMC/the Contractor will not restrict or curtail the rights of local communities
148 | Page


﻿during the development of the sub-project other than for interventions that are necessary
from the perspective of community health & safety.
10.4 Revisions to the ESMP
185. In case of any future changes in the sub-project design the ESMP will need to be
updated to reflect the new scope of the activities. The environmental specialist in CSQC firm,
and JUIDCO- PIU will identify any safeguard issues relating to the new design elements, and
mitigation measures for the same. In case of substantial revisions, this will be finalised in
consultation with the PMU.
10.5 Environmental and Social Management Plan
186. The ESMP presents a listing of the mitigation measures to be taken for each potential
impact along with details on the responsible person, means of verification, timing and
frequency of monitoring, supervision responsibility and reporting requirements. Before the
start of construction work, the Project Engineer, contractor's team will carry out joint field
verification of the ESMP. The efficacy of the mitigation measures suggested in the ESMP will
be checked and if required, the Engineer will modify the ESMP and BoQs associated with the
mitigation measures. Joint field verification of the ESMP and its provisons will be undertaken
during the mobilization phase with PIU, Contractors team, and CSQC consultant to verify
locations for sampling, monitoring and mitigation. Additionally, JUIDCO shall organize
orientation sessions for all contractor staff of and field level implementation staff of Contractor
and all consultants on environment and social management
The ESMP is presented in Table 50.
149 | Page


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﻿10.6 Environmental Monitoring
187. Monitoring will be required to ensure effectiveness of implementation of suggested
mitigation measures by assessing the changes in environmental conditions. The monitoring
scheduled for the construction and operation phases of the sub-project are presented in
Table 51 and
170 1 P a g e


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﻿Documentation and Record Keeping
188. Documentation and record keeping of requirements specified in ESMP will include
the following databases and registers:
i. Project level Management Information System (MIS) will be updated by JUIDCO's
Environmental and Social Specialist pertaining to ESMP implmetation of Khunti Water
Supply Project
ii. Quarterly ESMP comlpaince, monitoring and verification report by PMU specialists
and submitted to the World Bank.
iii. End of Project report submitted by PMU to the World Bank which contains all aspects
of ESMP compliance, and findings and addressal of all safeguard audit issues.
iv. Monthly ESMP progress report submitted by CSQC consultant team to PMU and PIU.
v. Monthly monitoring ESMP checklist/ verification report maintained by JUIDCO PIU
and submitted to PMU ( according to format in Annex XII)
vi. The ULB will submit quarterly compliance reports to PMU during the O&M phase
according to the provisions listed in table 55 and 56 during the lifetime of the JMD
project.
In addition, the PIU will maintain a file comprising of the following documents:
i. Legal register to track details of all NOCs, licenses and permits pertaining to the sub
project
ii.  Database of all project impacted entities to be compensated as per the proposed
entitlement framework as well as grievance records.
iii. Labour camp monitoring checklist and accident/injury, compliance wih OHS
arrangements
iv.  Record of all labour licences, registration of workers and labour camp establishment
permit.
v.  Training register for contractor's team, and project staff
vi.  Environmental Quality (Air, Water, Soil, Ambient Noise) monitoring register
vii.  Waste management plan monitoring register
viii.  Tree plantation register
ix.  Environment and social audit findings and compliance reports
JUIDCO-PMU is the primary agency responsible for ESMP implmentation and reporting to
the World Bank. Hence the PMU shall coordinate all inputs from PIU, CSQC and submit the
following environmental reporting documentation to World Bank pertaining to Khunti Water
supply project:
178 | Page


﻿(a)  Environmental & Social Monitoring Reports:
189. During Project Implementation, quarterly environmental monitoring reports will be
submitted by PMU to the Bank for environmental and social progress of Khunti Water Supply
during construction and operation phase of the project ( JMDP will finance 5 years O&M).
The report will provide the following information:
Background/context of the monitoring report (adequate information on the project,
including physical progress of project activities, scope of monitoring report, reporting
period, and the monitoring requirements including frequency of submission as agreed
upon);
Changes in project scope and adjusted safeguard measures, if applicable;
Qualitative and quantitative environment and social monitoring.
Monitoring parameters/indicators and methods based on the monitoring
plan/program in the ESMP;
Monitoring EHS compliance with WBG EHS Guidelines, and WBG, EBRD Worker
accomodaton standards.
Results of ambient environmental sampling (e.g., air quality and noise) and
subsequent ambient sampling to be undertaken by contractors as specified in the
ESMP (results to be compared to applicable standards);
Monitoring of all mitigation measures listed in table 55
If noncompliance or any major gaps identified, include a corrective action plan;
Records on disclosure of monitoring information to affected communities;
Identification of key issues, or complaints from affected people, or recommendations
for improvement;
Monitoring  adjustment  measures  recommended  based  on  monitoring
experience/trends and stakeholders suggestions.
Information about actual institutional arrangement for implementing the monitoring
program/plan provided or adjusted, as may be required;
Information on occupational health and safety, injury, and accidents reported on site.
Monitoring of all waste and debris management
Proposed items of focus for the next report and due date.
179 | Page


﻿(b)   Monthly Progress Report of Water Supply Khunti
190. The CSQC consultant shall, by no later than 10th of the following month, submit a
brief progress report summarizing the physical and financial progress of the construction
contract and the activities undertaken by the supervision team for the preceding month
including progress made on ESMP as per the scope in Annex XVIII. The reports shall
include the minutes of the monthly site coordination/stakeholder meetings and compliants
handled and all verification of environment quality monitoring of water, air, noise and soil.
(c)   Sub-Project Completion Report:
191. The PMU will submit a sub-project Completion Report to World Bank after completion
of construction phase i.e. by the end of 24 months. This will also include performance
evaluation on the Contractor's implmentation of the ESMP and compliance with audit
findings and any non-compliance issues raised.
10.7 Capacity Building and Training
192. The implementation of the ESMP will require a robust environmental, health and
safety training plan which will ensure that the job specific training will be provided to the PIU
and the ULB to encourage the implementation of environmentally sound practices and
adherence to regulatory compliance requirements. This will help in minimising adverse
environmental impacts and achieving performance beyond compliance. The same level of
awareness and commitment will be imparted to the contractors and sub-contractors prior to
the commencement of the project. The table below gives a brief overview of the capacity
building and training plan.
Table 53: Capacity Building and Training Plan
Training program    Key stakeholders  Frequency of      Methodology of
participating     training          training
Training program on  PIU and ULB      Annual           Workshop, face to
ESMP, ARAP ans     representatives,                    face training.
STPP compliance for  Environment and                   provided by
PIU and ULB officers  Social specialist PIU,           JUIDCO PMU
Supervising Enginner                safeguards staff
ULB
Training on ESMP,  Contractor staff   During contractor  Orientation
ARAP, STPP, Labour                    mobilization phase,  Session & During
influx management,                    prior to         the construction
OHS, use of PPE, and                 commencement of   phase progress as
emergency response                    work.             required.
measures for
Contractor staff/labour                                On-site awareness
program at
180 | P a g e


﻿construction site
and at labour
camp
Provided by
JUIDCO PMU
safeguards staff,
supported by
CSQC and
CSQC,
Awareness program on Workers operating  Prior to          On-site awareness
Environment Health  and maintaining    commencement of    program at WTP
and Safety          WTP, intake, ESRs  operations; During  provided by
management and      and pipelines,     the operations phase  JUIDCO PMU
implmentation of ESMP                  progress as required. safeguards staff
for WTP, ESRs,
Pipeline laying workers
Stakeholder Engagement
193. The Project will establish a Community Disclosure and Grievance Redressal (CDGR)
system to facilitate stakeholder engagement to be implemented during the execution of
project. It is suggested that the system will be implemented by JUIDCO-PMU & PIU from
support from appointed CSQC and RAP implementation support agency. The grievance
mechanism should capture community grievance as well as worker's grievance. The CDGR
must have various stakeholders and must meet regularly with PAPs to resolve the
grievances.
194. The system will comprise of the following:
An accessible and simple grievance redressal procedure: The grievance redressal
procedure will outline the process and steps to be taken by the contractor, CSQC and PIU
the key people responsible, and the upper limit to the time taken to resolve a conflict to the
satisfaction of the complainant. In case there are grievances that have reached a
stalemate, a third party mediation may be considered. The entire GR process will be
disclosed to the community at individual project sites, and it should be JUIDCO's and its
CSQC 's endeavour to get all complaints recorded in the grievances log, and be addressed
in a consistent manner.
Apart from this a Grievance redressal committee shall be constituted at the ULB level
with representatives from PIU, other deparments and prominent citizens. Grievances could
also be recorded by the aggrieved party with Deputy Project Director JUIDCO.
A public consultation plan: This plan will detail out the range of awareness and
communication initiatives that will be implemented by JUIDCO in order to transparently and
proactively address stakeholder concerns during the implementation of project activity.
181 | Page


﻿195. The Environmental and Social specialists of PIU will coordinate with the various
government agencies, and ULBs to meet the ESMP's commitments to stakeholder
engagement as follows:
Interface between JUIDCO, ULB, contractors, sub-contractors, relevant line
departments (forest, utilities, traffic police) and the local community.
Disclosure of sub-project specific information including the ESIA and ESMP on ULB
website and district library.
Establish a mechanism to obtain, report and monitor all grievances from the local
community.
Regular engagement with all relevant local stakeholder groups identified in this
report.
10.8 ESMP Budget
196. The indicative split up of capital and recurring cost for the environmental
management for the project is presented in Table 54. It is important to mention that recurring
cost for personnel to be hired for environmental management has not been reflected in the
budget as it is considered as part of the project operations.
Table 54: Indicative Budgetary allocation for ESMP implementation
SI. Particular    Mitigation /monitoring component           Capital Cost
No.                                                           (INR    in
Lakhs)
A)   Construction Phase
(i) Environmental Mitigation Measures
1   Environment,  i. Trainings  to  be  provided  to  contractors Covered part
Health   and    staff/workers  with information  pertaining  to of  ESMF
Safety          minimizing solid waste, camp site hygiene, usage training cost
Awareness and   of designated toilets; HIV prevention, gender, and
Trainings       occupational health and safety including usage of
PPE, and maintaining Workplace EHS signage.
ii. Training to WTP workers on EHS aspects and
ESMP implementation
2   Tree   cutting/ iii. Care will be taken to minimize the destruction or Covered part
vegetation loss  damage of trees.                        of   Project
iv. Re- planting of destroyed/ cut trees and shrubs in cost
cleared areas where works are complete.
182 | Page


﻿SI. Particular     Mitigation /monitoring component            Capital Cost
No.                                                            (INR     in
Lakhs)
v. LPG provision shall be made available in labour
camp so that no tree cutting is involved for fuel
wood.
3    Interference    work plan with clear responsibilities for each Covered part
with any utilities  department/ implementing agency should be of  Project
developed by JUIDCo to ensure smooth execution cost
of any utility relocation.
4    Drainage     i. Provision of adequate drainage and bunds/ Covered part
management       diversion dykes, water sprinkling etc. to prevent of  Project
soil/ raw material escape.                cost
5    Maintaining  i. Proper barricading should be provided at trenches Covered part
Accessibility    and work sites close to buildings, schools and of  Project
residential areas;                        cost
ii. Provide walkways and metal sheets where required
to maintain access across for people and vehicles;
iii. Location for material piling and waste in areas
where there is low potential for traffic congestion.
6    Dust Control  i. Water sprinkling scour checks on slopes or when  Covered
working in loose soils                    part     of
ii. Wet all active construction areas as and when Project cost
necessary to reduce dust.
iii. Use tarpaulin sheets to cover sand and other loose
material when transported by trucks
7    Emission      Fit all heavy equipment and machinery with air Covered  as
control       pollution control devices to meet criteria of CPCB. part  of
Ensure all vehicles meet PUC requirements.  Project cost
8    Noise Pollution  i. Minimize noise from construction equipment by Covered part
control          using vehicle silencers, fitting jack hammers with of  Project
noise- reducing mufflers, and portable street cost
barriers the sound impact to surrounding sensitive
receptors.
183 | Page


﻿SI. Particular    Mitigation /monitoring component           Capital Cost
No.                                                           (INR    in
Lakhs)
ii. Maintain maximum sound levels not exceeding 80
decibels (dB) when measured at a distance of 10 m
or more from the vehicle/s.
iii. Development of vegetation and landscaping around
WTP
9   Construction  i. Re-use of excavated materials in the works as far Covered part
debris,  and    as feasible to reduce waste in landfill  of   Project
solid  waste  ii.  Properly dispose of the spoil in the identified landfill  cost
management      approved by the ULB
iii. Reuse of bituminous waste from road cutting and
concrete waste from demolition of ESR for a back
filling and leveling
iv. Vehicles for transport of solid waste management
and dumper bins wherever required
v. Construction Waste from the Project is disposed at
suitable sites and verification that disposal has
been done in accordance with the waste
management plan in Annex
10  Establishment  As per specifications listed in Annex VII.  Covered part
of Labour camp                                           of   Project
and   ancillary                                          cost
facilities
11  Labour welfare i. At every workplace (construction camps, on site Covered part
and hygiene on  construction areas etc.) good and sufficient water of  Project
construction    supply shall be maintained to avoid waterborne I cost
site s          water related / water-based diseases to ensure the
health and hygiene of workers.
ii. Adequate mobile toilets shall be provided at
workplace for men and women
iii. Medical and emergency care on site shall be
provided to workers.
12  Labour Health  i. Treatment of local and migrant workers which will 10
and Safety      control the movement of disease vectors (through
184 | P a g e


﻿SI.   Particular        Mitigation /monitoring component                           Capital Cost
No.                                                                                (INR       in
Lakhs)
contaminated water, mosquitoes and between
people);
ii. Provision of personal hygiene facilities in good
condition with adequate water supply at all
construction sites.
iii. Ensure awareness raising on proper sanitation and
personal hygiene to promote proper health.
iv. HIV testing for labour and workers
v. Workers should be provided with suitable personal
protective equipment (PPE);
vi. Provision of adequate sanitary facilities to workers.
vii. Safety signage installation, and barricading along
the work areas
13    Green       Belt     2-3 rows of plantation in the periphery of WTP as per To           be
Plantation    at    CPCB guidance of green belt development                  covered Part
WTP                                                                          of     Project
cost
14    Miscellaneous                                                                2.7
expenses     for
construction
phase     ESMP
implementation.
Sub-Total                                                                        12.7
(ii) Environmental Quality Monitoring
1     Air      Quality  PM10 pg /m3, PM2.5 pg/m3, SO2, NOX, CO                     3.14
monitoring17
2     Water    Quality   Physical, chemical and biological                         3.97
monitoring"
17Air Monitoring: Rs 4920 per sample, Continuous 16 months (8 months considered as rainy season) monitoring at proposed
WTP & Labour Camp. 2 monitoring each during construction period at zone-1,2,3 &4 ,3 ESR locations and Inlet pump to WTP
18 Water Monitoring: Rs 8280 per sample; continuous drinking water monitoring at labour camp for 24 months, 2 monitoring at
Tajna river near intake point during construction phase
185 | Page


﻿SI.  Particular      Mitigation /monitoring component                  Capital Cost
No.                                                                     (INR     in
Lakhs)
3    Noise           Equivalent Day &                                  1.18
Monitoring      Night Time Noise Levels
(Occupational
& Ambient)"
4    Drinking Water Grab sampling and analysis by using standard       1.98
Quality     at methods
Labour camp,
construction
camps      and
onsite
Sub-Total                              10.27
(Construction Phase) Total (i+ ii)               12.7+10.27=
22.97
B)   Operation Phase
() Environmental Quality Monitoring
1    Air monitoring  PM10 pg /m3, PM2.5 pg/m3, S02, NOX, CO            0.39     per
(2 location per                                                   annum
4 times a year)
2    Water   quality pH, Cl, F,N03,TC,FC, Hardness,Turbidity           0.66     per
monitoring      BOD,COD,DO, Alkalnity, heavy metals and pesticides.  annum
(source    and
WTP      (Both
locations,
quarterly)
3    Water   Quality  pH, Nitrite, Nitrate, Turbidity, Total           0.99     per
Supplied    to Alkalnity, Fluoride, Iron, Total coliform and Fecal  annum
consumers       coliform etc.
(follow
IS:10500-2012)
Monthly,   one
19 Noise Monitoring: Rs 1980 per sample Continuous 24 months monitoring at proposed WTP & Labour Camp. 2 monitoring
each during construction period at zone-1,2,3 &4 ,3 ESR locations and Inlet pump to WTP
186 | Page


﻿SI. Particular    Mitigation /monitoring component            Capital Cost
No.                                                            (INR    in
Lakhs)
water sample(
each zone to
be    covered
three times per
annum)
4    Noise         Equivalent Day &                            0.23per
monitoring  (3 Night Time Noise Levels                    annum
locations,  4
times a year)
Sub-Total                                                     2.27
lakhs/year
11.35
lakhs(5years)
(iii) Environmental Mitigation
1   Environment,  Trainings for WTP operator staff            Covered part
Health   and Develop in-house guidelines on environment, health of  ESMF
Safety        and safety management                      training cost
Awareness and
Trainings
2    Sludge       Sludge from WTP will be dried, stabilized and Covered
management    transported to disposal site in Belahatti which is 6 km  under O&M
away from KNP, approximately 5.2 MT of dry sludge.  cost20
3    Health, Safety i. Implementation of an emergency response plan Covered
and   Hygiene   (EPR)                                     under O&M
for workers  ii. Installation of fire hydrants/extinguishers within the cost
proposed WTP and ancillary facilities and train
workers on how use.
iii. The design shall propose noise and vibration
proofed systems installation. These shall be
monitored during operation and if the values go
above ambient or specifications, the necessary
measures shall be undertaken which may include:
20 O&M cost budget of the Project = 10.04 Crore
187 | Page


﻿SI. Particular    Mitigation /monitoring component           Capital Cost
No.                                                           (INR    in
Lakhs)
iv. Personal protective equipment shall be provided
4   Storage   and i. Proper ventilation, lighting, entry and exit facilities  Covered
handling  of ii. Facility for isolation in the event of major chlorine under O&M
Chlorine        leakage                                  cost
iii. Personal protection and safety equipment for the
operators in the chlorine plant
iv. Provide training to the staff in safe handling and
application of chlorine; this shall be included in the
contract of Chlorinator supplier
2   Waste         Waste Management arrangement in staff quarters and Covered
Management    at WTP.                                    under O&M
cost
3   Noise     and Ensure regular servicing of all machinery to prevent
Vibration     excess noise and vibration
management
4.  Greenbelt     Maintaince of green belt developed as per CPCB Covered
maintenance   guideline of Green belt plantation         under O&M
cost
5   Environment,                                              Covered
health   and                                             under O&M
safety training                                          cost
and    ESMP
evaluation
6   Housekeeping  Housekeeping and record keeping of all ESMP Covered
provisions                                 under O&M
cost
(Operation phase) Sub-Total = 11.35 lakhs (5 years)
188 | Page


﻿ANNEXURE l: ENVIRONMENTAL AND SOCIAL SCREENING
CHECKLIST
-fttrT 4r          envirnrimetal and social screening
irg  :  (   m sta8, 4.m irFT  environmental and social screening
oor    raat  2 1eTTivý raTr: iTA A   A  +l~   4rtror f r   11It t)
Týlýr 1- 4a1 19266i
189  Page


﻿Jharkljand NikfliciPal )ev*elop] ment Project
Eiviroinmntal antd Social Screening Format
Part A
Name of the Deparment: Jharkiand Urban Infrastructure Development Company Ltd
Name of the City/Municipality: Khunti
Namrnes & Designuionli o/ te Oijk,er responsible:
1   Jull)CO    iI-l'()1 moment SpYals4~
Social specialist   t     r
2       ULB         City Engineer
City Manager   lfk'    V
3      Consultant     MaRS Planning and Engi nerin- Services Pv Ltd -
Name oft                                     hhepr npr  Wter Su  l1etf
ame of the proposed site                    nke wR
Proposed sub c  poe¯t/      s   e s               Po      t Trean1ent Pat Elevated
Intake point/SiPWTP/R in n  ain Distriiition  Service Rcservoir
main/distribut ion line etc.
Currentiand t~uc of      d ite                         L.nd
Part B
(Please tick mark -'in Ihe appropriate column and provide relevant information)
SI. No       Social Sereening Questions                Probable social Impaets
Yes N                           -
- 0 Commnents/Remarks
Is land in the possession ofMunicipality?      J
1    What is the area?                                 Area: 1. WTP: 4.88 A cre
2. ESR 2: 1.30 Acre
3. ESR 3: 2.05 Acre
4. ESR 4: 0.l0 Acre
Is the current ownership status of the           NOCReceived from coteed
proposed site clear? Who is the current          aulority  dJharomkd Govt.
2    owner?                                            Jharkhand Govt. is the current
3__ _m              _ties             o w n er.
3  Is therewatyTand 4 nsVcr forl i s,iies to be                          "-
completed before using the site for
19 Officer an
agpr PanchaYat Khunli
190 |P a g e


﻿81. NI)       Social Serceinäjg Puestio                   robahble ;Ocil fll  m s
L                                               yes   No                        a i~~tr,
YiN-
pr f>opO'                      ----                            omments/Remark
Wi t t   be loss perelnnlial Crops
4     (ield ngi and/or ltit bearing and other
trees
Will t j   ectdisplace                         -       --
structures (Hoss
Will the project dispic o>mmercial                                      ---
6     structures (shops workshops. faetory and
other establishments)?
Wiltere loss     tructures other than-
7    buildings? (CoMpound wall/gate/water
tanks/ sljbs/ wells! septic tanks. etc.
Are any cultural properties(iiaceof
8     worship, religioti. siructure. memorial,
Monumten, cemetery, etc.) aflfected or
displaced?
Are rtymniunity    opel   (hand--p--                                    -
9    pump, weil, tap, chabutra, community hall
etc.) afflected ordisplaced?
Are any tellants running enterpirises orj-__
10    operating from the structures that would
be displaced?
Are thereiny tenants residing in the-
structures that woold be displaced?
12      rere residential squatters within the           1      -          -     -   --
proposed site boundary?
Are there commercial                                  -                           _
13    squatters/vendos/4awkers +vithin the
Proposed site boundary?
Will there be oss of incomes a                               -
14    livelihoods of employees of affected
establishinenlts/ struct ures?
15    Will people lose accss t co, n m--                                   -
facilities, services, or natural resources?
6      Will there be loss of exi  acess to                                                   9 -1
private properties and services?
17     Is there any Tribal co-ntnnity membes
residing in group/cluster in elose
proximity to the site?                              u   v
18     Is tiere possiliy of       -       ---
colflict/Grievances by the surrounding
Méuef       er                 P
Napr Panhavat Khuniti
191 | P a g e


﻿E   r. Aø .-l  -clt
1wPonible Imlacts
Yc1 ,T        Poib  i
ad o a an e   rn,e, njcaNtiri es i nwhic
the~ area i laixorae accrdin~gh
20  r~lh~~    uhu-j lnt    te.~ Ta-k-
eitc r te   lhc pq,et   W,, !t
I rinfluecey
l       pial
22   thl ie pojmxl Iniobe ijnise   eni      ~
f P w-IiaIKh
r q    v and water recure ava1abd2                                           P   g
and              n  ~rnn~ use
Slaws and regultior                            P  c   uei'at
other     cimiie
etel may incres
I                      -a
&4-
Ofbieøer
3 e                            ~~NagerPanchayat Khrsi ud
192 | P a g e


﻿Afl  ronmetal Aspeei~~~t~n~j~            ~  n
Wk.l        k,~  W(j~  1ew~  p' r  i   (i'
Dab:l                                                ma
(flrK<rrriimmentN
?åýaRS Pjapn.j En~fginceri ng
Seric  t.Ltd.
193 I1P.a:gRe


﻿L-C,Ujn M a l  uld 1],,  o lj,,ti,.
W ".  R  ,  R 3 and ER4
T~ ~ ~ ~ ~E  ~,
14h-
194 11P a g e


﻿6 9 'txecut e officer
N1rPan5hyKPg
195 | P a g e


﻿L'~  IA  F     FO   SRI
:           ~
FORKH    N TOWN WATER SUPPLY WCHEME
--                                   -  ------- -i-
7-z-
C     L          Ex  1tiveOfficer
Naga~r PanchaygatKhntId
196 | P a g e


﻿6Ex«Jive Officer
NapPecya PKhUSg
197 | P a g e


﻿LAYOUT  gOF LAND FOR ESR.It
FOR KHUrTl URBAN TOWN WA TER SUppy
SCHEME
~I
<<
198 NrPrargve


﻿19                      | P a erge
199 IP ag e


﻿200 P a a g e


﻿ANNEXURE ∥： AAM SABHA PR○CEEDlNGS (BIRUHU VILLAGE)
스 :
201 1 P a g e


﻿ANNEXURE III: MINUTES OF THE CONSULTATION HELD ON
30TH OF MAY 2017 WITH SELF HELP GROUP OF THE KHUNTI
NAGAR PANCHAYAT TO DISCUSS THE WATER SUPPLY
SCHEME PROPOSED FOR WORLD BANK FUNDING
Attendance
Smt. Meghna Ruby Kachhap, Executive Officer, Khunti
Shri. Utakarsh Mishra, Deputy Project Director, PMU, JUIDCO Ltd
Shri. Ramashis Rajak, Social Specialist, PMU, JUIDCO Ltd
Shri. Kumar Mrinal, Senior Municipal Engineer, PMU, JUIDCO Ltd.
Shri. Aman Mishra, Engineer, Mars Planning.
Shri Animesh, City Mission Manager, Khunti.
Members of the Various SHG of ULB, Khunti.
Meeting started with welcome note by Executive officer of Khunti Nagar Panchayat Smt.
Meghna Ruby Kachhap. She explained the objective of the meeting and also presented the
overview of the urban Water supply scheme proposed under Jharkhand Municipal
Development Project funded by the World Bank.
After the welcome Speech of Smt. Megna Ruby Kacchap, Ramashis Rajak, Social Specialist
of JUIDCO Ltd discussed the importance of the project and how urban Water Supply
scheme will change the day to day life of the women because urban water supply scheme
directly affect the women and children because most of the time women has to travel long
distance to bring the water for her family due to this women do not get ample time to take
care her children and other family members.
When Social Specialist asked the SHG group members that they know about the urban
Water Supply scheme of Khunti or not 60% SHG Members said that they do not know about
the Water supply scheme for Khunti which is funded by the World Bank, But SHG members
said that they will extend all kind of support required by the Urban Local body to make
scheme successful.
SHG members said that if services will be provided in efficient and responsible manner then
they do not have any problem to pay the charges.
All the SHG members accepted that due to scarcity of potable water most them have to walk
long distance and bring water for the family and due to unavailability of the clean potable
water and collecting and drinking water from various sources, children suffer from various
complications and diseases.
After explaining the benefit of the project to women from various SHG, Women were asked
to put their views on the existing water supply and for proposed water supply scheme.
When asked by the specialist of JUIDCO that how this scheme will help them because there
is existing water supply in the Khunti then lots of the women shown dissatisfaction on
existing Water supply scheme and said that pani samay par nahi aata hai (Water does not
Supplied on time)
Malti Choudhary kabhi-kabhi to mahino pani nahi aata hai (sometime water donot come
during the whole month).
202 1 Page


﻿First of all Sunita Srivastava put her views and said that due to scarcity of water we donot
invite our daughter in summer vacation because if they come, due to water scarcity they face
any problem then it become the issue for us (pani ke kami hone ke karan humlog apni betiyo
ko garmi chhuti me bhi nahi bula pate hai kyunki pani ki kami karan ye ek samsya ban jat
hai.)
Mina Devi informed in the meeting that existing pipeline is unable to cater demand of the
area so sometime, she does not get water one week or two week so I have to walk more
than one kilometre to fetch the water for the family.
Saroj Bhengra said that new water supply scheme proposed for the 24*7 water supply so it
will make the life easier for women like us.
Ravika Devi said that current water supply scheme most of the time provide the dirty water
which is only used for the cleaning of cloths and washing of the dishes it cannot be used for
the drinking purpose.
Ranti Devi said that present water supply do not cover the 100% household so everybody
not getting water form this supply scheme due to that we have to invest lots of time to bring
the water.
Anisha Parvin(Ward No.05)from last three month we are not getting water in our ward and
we have to bring water from the hand-pump and that is use for cleaning and bathing, for
drinking purpose we have to buy water bottle of Twenty litres which cost us Rs.30/bottle.
She also said that my niece and other relative says aunty give us food but she does not give
us the water (bua khana to deti hai lekin pani nahi deti hai)
Jamoda (Ward No.9) There is water connection in her house but she not getting water (pani
ka connection to hai lekin pani nahi aata hai)
Sarita Devi (Ward Nol 1) she has to walk one kilometre to bring water.
Nusrat Anjum (Ward No.5) Water Supply scheme should be built as soon as possible. So
that nobody will suffer due to water scarcity.
Malti Devi (Ward No 4) Water pipeline has been laid but water don't come.
All the SHG were agreed that water supply scheme should be built as soon as possible so
that people of Khunti Nagar Panchayat will 24*7 water supply and because of this life will
become easier and they can spent their time in productive work, which can enhance their
living standard.
203 | Page


﻿ANNEXURE IV: NOC ISSUED BY KHUNTI NAGAR PANCHAYAT FOR
1. DESIGNATED DISPOSAL SITE FOR CONSTRUCTION WASTE
AND SLUDGE AT BELAHATTI
2. LAND FOR LABOUR/CONSTRUCTION CAMPS AT WTP
jul x3- 4.t
J11tX1 lI.
3"  r.ra tiS an
Kutchery Chowk. Ranchi- 83400
/~>71  C~~M  WI  t'aCustuctiOA debris  Dåiposal $ WÈf ÈI/
l4T  1874 f(9 1 0602017  Wg 18g0 f(@ 07.06 2017
2   .              'bi '  t1i02 04 |4 PSag"
204 IP a g e


﻿205 | Page


﻿ANNEXURE V: APPLICABLE ENVIRONMENTAL STANDARDS
Applicable Standards - CPCB
I.  Drinking Water Standard
Drinking water guideline as per IS 10500, 2012 has been presented in table below;
S.No    ICharacteristic               T Acceptable Limit    Permissible Limit
General PaTrameters
1        Colour, Hazen units, Max      5                  15
2        Odour                          Agreeable           Agreeable
3        pH value                       6.5-8.5             No Relaxation
4        Turbidity, NTU, Max            1                   5
5        Total dissolved solids, mg/1   500                 2000
6        Aluminium (as Al), mg/1, Max   0.03                0.2
7        Ammonia (as total ammonia-N)mg/l, 0.5              No relaxation
Max
8        Anionic detergents (as MBAS) mg/I, 0.2             1.0
Max
9        Barium (as Ba), mg/, Max      0.7                 No relaxation
10       Boron (as B), mg/1, Max        0.5                 1
11       Calcium (as Ca), mg/1, Max     75                 200
12       Chloramines (as C12), mg/I, Max  4                 No relaxation
13       Chloride (as Cl), mg/l, Max    250                 1000
14       Copper (as Cu), mg/, Max      0.5                1.5
15       Fluoride (as F) mg/, Max      1.0                1.5
16       Free residual chlorine, mg/1, Min  0.2             1
17       Iron (as Fe), mg/, Max        0.3                 No relaxation
18       Magnesium (as Mg), mg/, Max   30                  100
19       Manganese (as Mn), mg/I, Max   0.1                0.3
20       Mineral oil, mg/, Max         0.5                 No relaxation
21       Nitrate (as N03), mg/, Max    45                  No relaxation
22       Phenolic compounds (as C6H50H),  0.001             0.002
mg/1, Max
23       Selenium (as Se), mg/, Max    0.01                No relaxation
24       Silver (as Ag), mg/I, Max      0.1                 No relaxation
25       Sulphate (as S04) mg/, Max    200                 400
26       Sulphide (as H2S), mg/, Max   0.05                No relaxation
27       Total alkalinity as calcium  -  200                600
carbonate, mg/, Max
28       Total hardness (as CaCO3), mg/I, 200               600
Max
29       Zinc (as Zn), mg/, Max        5                   15
Concerning Toxic Substances
30       Cadmium (as Cd), mg/I, Max     0.003               No relaxation
31       Cyanide (as CN), mg/I, Max     0.05                No relaxation
32       Lead (as Pb), mg/I, Max        0.01                No relaxation
33       Mercury (as Hg), mg/I, Max     0.001               No relaxation
34       Molybdenum (as Mo), mg/I, Max  0.07
35       Nickel (as Ni), mg/, Max      0.02
36       Polychlorinated biphenyls, mg/I, * -  0.0005       No relaxation
Max
37       Polynuclear aromatic hydro     - 0.000 1           No relaxation
carbons (as PAH), mg/, Max
38       Total arsenic (as As), mg/I, Max  0.01             0.05
206 | Page


﻿S.No     Characteristic                 Acceptable Limit    Permissible Limit
39       Total chromium (as Cr), mg/, Max  0.05            No relaxation
40        Bromoform, mg/I, Max          0.1                 No relaxation
41       Dibromochloromethane, -        0.1                 No relaxation
mg/, Max
42       Bromodichloromethane, -        0.06                No relaxation
mg/1, Max
43       Chloroform, mg/l, Max          0.2                 No relaxation
Concerning Radioactive Substances
44       Alpha emitters Bq/l, Max       0.1                 No relaxation
45       Beta emitters Bq/l, Max        1.0                 No relaxation
Bacteriolo ical Quality of Drinking Waterl)
46       All water intended for drinking:
a) E. coli or thermotolerant coliform
bacteria2),
47        Treated  water  entering  the
distribution system:
a) E. coli or thermotolerant coliform
bacteria2) Shall not be detectable in
any 100 ml sample
b) Total coliform bacteria
48        Treated water in the distribution
system:
a) E. coli or thermotolerant coliform
bacteria Shall not be detectable in
any 100 ml sample
b) Total coliform bacteria
II.  Surface Water
Surface Water Quality criteria as per CPCB guidelines has been presented in table below
Designated-Best-Use            Class  Criteria
Drinking Water Source without  A            Total Coliforms Organism MPN/100ml shall
conventional treatment but after            be 50 or less
disinfection                                pH between 6.5 and 8.5
Dissolved Oxygen 6mg/I or more
Biochemical Oxygen Demand 5 days 200C
2mg/ or less
Outdoor bathing (Organized)    B            Total Coliforms Organism MPN/100ml shall
be 500 or less
pH between 6.5 and 8.5
Dissolved Oxygen 5mg/I or more
Biochemical Oxygen Demand 5 days 200C
3mg/ or less
Drinking water source after    C            Total Coliforms Organism MPN/100ml shall
conventional treatment and                  be 5000 or less
disinfection                                pH between 6 to 9
Dissolved Oxygen 4mg/I or more
Biochemical Oxygen Demand 5 days 200C
3mg/ or less
Propagation of Wildlife and Fisheries  D    pH between 6.5 to 8.5
Dissolved Oxygen 4mg/I or more
Free Ammonia (as N) 1.2 mg/I or less
207 | Page


﻿Designated-Best-Use          Class  Criteria
Irrigation, Industrial cooling, Controlled  E  pH between 6.0 to 8.5
waste disposal                            Electrical Conductivity at 250C  micro
mhos/cm Max.2250
Sodium absorption Ratio Max. 26
Boron Max. 2mg/I
Below- Not Meeting A, B, C, D & E Criteria
E
Source: Central Pollution Control Board
III.  DG Set Emission Standards
Emission limits for new diesel engine up to 800 kW for generator set (Gen-set) application
has been presented in table below:
Power          Emission Limits (glkW-hr)                   Smoke Limit (light
Category       NOx +HC       CO             PM             absorption
coefficient, m-1)
Upto 19 KW     5 7.5         5 3.5          5 0.3          5 0.7
More than 19 5 4.7           5 3.5          5 0.3          5 0.7
KW upto 75 KW
More than 75 5 4.0             3.5          5 0.2          5 0.7
KW upto 800
KW
IV.  Noise Levels
The ambient noise quality standard as prescribed by CPCB in the Noise Rules 2000 has
been provided in table below:
Area Code         Category of Area / Limits in dB A) Leq
Zone                Day Time          Night Time
A                  Industrial area    75                70
B                 Commercial area     65                55
C                 Residential area    55                45
D                 Silence Zone        50                40
208 | Page


﻿Environmental Quality Standards - IFC EHS Guidelines
V.   Air Quality
The ambient air quality guideline as provided in World Bank Group's General EHS
Guidelines 2007 has been presented in table below:
Parameter       Averaging Period   Guideline value in pglml
Sulfur   dioxide 24-hour           125 (Interim target-1) 50 (Interim target-2)
(S02)                              20 (guideline)
10 minute          500 (guideline
Nitrogen  dioxide 1-year           40 (guideline)
(N02)           1-hour             200 (guideline)
Particulate Matter 1-year          70 (Interim target-1)
PM10                               50 (Interim target-2)
30 (Interim target-3)
20 (guideline)
24-hour            150 (Interim target-1)
100 (Interim target-2)
75 (Interim target-3)
50 (guideline)
Particulate Matter 1-year          35 (Interim target-1)
PM2.5                              25 (Interim target-2)
15 (Interim target-3)
10 (guideline
24-hour            75 (Interim target-1)
50 (Interim target-2)
37.5 (Interim target-3)
25 (guideline)
Ozone            8-hour daily maximum  160 (Interim target-1)
100 (guideline)
VI.  Wastewater
Sanitary wastewater from facilities may include effluents from domestic sewage, food
service, and laundry facilities serving site employees. Miscellaneous wastewater from
laboratories, medical infirmaries, water softening etc. may also be discharged to the sanitary
wastewater treatment system. World Bank Group's General EHS Guidelines 2007 for
sanitary wastewater quality has been presented in table below:
Pollutants             Pollutants              Guideline Value
pH                     pH                      6-9
BOD                    mg/I                    30
COD                    mg/I                    125
Total nitrogen         mg/I                    10
Total phosphorus       mg/1                    2
Oil and grease         mg/I                    10
Total suspended solids  Mg/I                   50
Total coliform bacteria  MPN / 100 ml          400
209 Page


﻿VII.  Noise Level Guideline
As per World Bank Group's General EHS Guidelines 2007, noise impacts should not exceed
the levels presented in table or result in a maximum increase in background levels of 3 dB at
the nearest receptor location off-site.
Receptor               One Hour LAeg (dBA)
Daytime 07:00 - 22:00  Night time 22:00 - 07:00
Residential;  institutional;  55              45
educational
Industrial; commercial  70                    70
210 | P a g e


﻿ANNEXURE VI: TOP SOIL MANAGEMENT
Loss of topsoil is a long-term impact due to the following reasons: (i) site clearance (ii)
temporary construction activities such as construction camps, material storage locations,
diversion routes etc. The environmental measures for both these activities during all stages
of construction activity are discussed in the subsequent sections.
The top soil from all sites shall be stripped to a specified depth of 15 cm and stored in stock
piles for reuse. A portion of temporarily acquired area and/or RoW edges will be earmarked
for storing top soil. The locations for stacking will be pre-identified in consultation and with
approval of JUIDCO. The following precautionary measures will be taken by the Contractor
to preserve the stock piles till they are re-used:
Stockpiles will be such that the slope doesn't exceed 1:2 (vertical to horizontal), and
height is restricted to 2 m
To retain soil and allow percolation of water, the edges of pile will be protected by silt
fencing
Multiple handling kept to a minimum to ensure that no compaction occurs
Stockpiles shall be covered with empty gunny bags or will be planted with grasses to
prevent the loss during rains
Such stockpiled topsoil will be utilized for:
* Covering reclamation sites or other disturbed areas
* Top dressing and raising turfs
*  Filling up of tree pits
* For developing compensatory plantation-
* In the agricultural fields of farmers, acquired temporarily that needs to be
restored
* Residual top soil, if there is any, shall be utilized for the plantations works the
utilization as far as possible shall be in the same area from where top soil was
removed. The stripping, preservation and reuse shall be carefully inspected,
closely supervised and properly recorded by JUIDCO
211| Page


﻿Annexure VII: Labour Camp Site Management Plan
Introduction
The scope of this plan pertains to the siting, development, management and restoration of
construction and labour camps to avoid or mitigate impacts on the environment. According to
estimates, the labour demand (350 workers) for the project will be met through local labour,
and a small fraction of 50-60 workers will be migrant. Howver these numbers are only
indicative given the context of labour requriements in Jharkhand. The contactor, once on
board would require to set up construction and labour camp for keeping the health and
safety of workers and impacts of setting up such camps on the local community in
consideration accoding to the specifications in this plan. This plan is prepared in reference to
the guidance provided in the ESMF on Labour camp siting and management, and the
Workers accommodation: processes and standards (A guidance note by IFC and EBRD).
The land for the labour camp accommodation and facilities has been made available by the
consent of the ULB (Annex Ill) and will be located across 1 acre (0.4 Ha) at the WTP site.
Most impacts ariding from operation of the camps would be managed by the contractor as
they concern his staff. Responsibilities for managing these impacts have been clearly
reflected as a contractual obligation, with appropriate mechanisms for addressing non-
compliance.
The contractor would also be requirde to develop specific labour management procedures
and mitigation measures before the start of works and monitor and update the labour
management plan as necessary during the project. JUIDCO would develop a separate
training module with the help of technical partner to build the capacity of JUIDCO,
Supervision Consultants and Contractors in preparation and execution of this labour
management plan. This would address specific activities that will be undertaken to minimize
the impact on the local community, including elements such as
i.  Communication and awareness plan on national labour and women harassment laws
and its penal implications, leave provisions and other allowances for workers benefit,
ii.  Worker codes of conduct with respect to manual scavenging, engagement with
residents, child labor, nondiscrimination, harassment of coworkers including women
and those belonging to SC and STs and other minority social groups.
iii.  Training programs on HIV/AIDS and other communicable diseases, etc.
iv.  Compliant handling Mechanism at the sub project level
212 | Page


﻿Pre-Construction Stage
1. Siting: The contractor will work out arrangements for setting up his facilities during the
duration of construction with the ULB and JUIDCo PIU. These arrangements shall be in the
form of written agreement between the contractor and the ULB that would specify:
a. Photograph of the proposed camp site in original condition;
b. List the activities to be carried out in the site
c. Environmental mitigation measures to be undertaken to prevent land, air, water and
noise pollution
d. Detailed layout plan for development of the construction and labour camp that shall
indicate the various structures to be constructed in the camp including temporary,
drainage and other facilities (as shown in figure below) gives a generic layout plan for a
construction camp); and Restoration plan of camp site to previous camp conditions
e. The arrangements will be verified by the JUIDCO PIU to enable redressal of grievances
at a later stage of the project.
Figure: Suggestive Layout Plan for Construction and Labour Camp Areas
CRECHE
SKILLED         IN
WORKERS  LADY
FRCT
STORE
IM, WIDE
BRICK
PAVING IN
1:6                  FEMALE  CHNAI  LIK
CEMENT               WORKERS  FENCING AS PER
PLASTER                   DRAWNING NO,
MESSD
CONSTRUCTICN PLANTS                                             DILE
VEHICLE WAS-HGN
OFFICEFAMILIES
ONE BRICK THICK ZM. HIGH  BRICK WALL TO
PARKING         SEPERET THE SPACES          T
MALE WORKERS
AREA
ENTEY
1. Setting up of labour and construction camps
During the construction stage of the project, the construction contractor will construct and
maintain necessary living accommodation, rest areas and ancillary facilities for labour such
213 | Page


﻿that the requirements of food, healthcare, merchandise, transport, and recreation can be
ensured. Contractor shall follow all relevant provisions of the Factories Act, 1948 and the
Building and the other Construction Workers (Regulation of Employment and Conditions of
Service) Act, 1996 for construction and maintenance of labour camp. The labour camp will
be set up on an area of _approximately 1 acre near the current WTP site. The camp site and
has been determined keeping in mind the site would not be located within or close to dense
forest areas. The camp site and its associated facilities such as access roads do not involve
forest clearance and do not negatively affect local wildlife.
The Supervisor of the camp should take the attendance of the employee at each camp twice
in a day (morning and evening) and should maintain the record. Further work hours of the
workers should be maintained in accordance to the labour law and as mentioned in the
labour licence. All workers should be provided with ID card and entry to the site should be
through ID card only and should be ensured by security guard.
Living accommodation and ancillary facilities should be provided to all the migrant workers
employed for the complete duration of construction/maintenance period. The rooms of
labour shall be well lighted and ventilated. Transportation to the labour from the camp to the
working site should also be provided, along with the facilities and provisions to be provided
for the labour are described below:
a) Site barricading
b) Clean Water Facility
c) Clean kitchen area with provision of clean fuel like LPG
d) Clean Living Facilities for Workers
e)  Sanitation Facilities
f) Waste Management Facilities
g) Rest and emergency area for workers at construction site
h) Safe access road is required at camps
i)  Health Care Facilities
j) Cr6che Facility & Play School
k)  Fire-fighting Facility
a) Site Barricading and Safety
Site should be completely barricaded from all the sides to prevent entry of outsiders and
animals into the site with adequate marking, flags, reflectors etc. for safety of general traffic
movement and pedestrians. Entry gate should be provided at the site and labour and
construction camp which should be guarded by security guard. All workers should be issued
ID cards and entry of outsiders shall be maintained in the register at the gate. Board should
214 | P a g e


﻿be displayed at the site and the labour camp, the name of project, capacity of project,
authority carrying our projects, restriction of entry without authorization, no smoking zone
and associated risks. Plant and machinery operation shall be restricted to 6:00 Am to 10:00
PM.
b) Clean Water! Drinking Water
Towards the provision and storage of drinking water at the construction camp, the contractor
shall ensure the following provisions
Potable water shall be provided for construction labour for drinking & cooking
purpose. Clean water shall be provided for bathing, cleaning and washing purpose.
Water quality testing for drinking water provided for workers shall be carried out on
monthly basis. Water dispensers should be cleaned on monthly basis. Adequate
water per person should be provided at site for drinking, cooking, bathing, cleaning
and other use purpose
Every water supply or storage shall be at a distance of not less than 15m from any
wastewater / sewage drain or other source of pollution. Water sources within 15m
proximity of toilet, drain or any source of pollution will not be used as a source of
drinking water in the project.
If bore well used as drinking water source, it shall be covered, the door shall be kept
locked and opened only for cleaning or inspection, which shall be done at least once
a month. There shall be a motor installed for extraction of water from well.
In every site, adequate and suitable facilities for washing clothes and utensils shall
be provided and maintained for the use of contract labour employed therein.
Separate and adequate bathing shall be provided for the use of male and female
workers. Such facilities shall be conveniently accessible and shall be kept in clean
and hygienic conditions.
c) Kitchen Area
Provision of clean kitchen area for cooking and storage of eatables shall be provided. Clean
fuels like LPG shall be provided for cooking purpose. Burning of firewood, garbage, paper
and any other material for cooking or any other purpose shall strictly be prohibited at the site.
Separate utensil washing area should be provided with proper drainage system. Kitchen
waste should be daily cleaned and disposed of. Water storage facility at kitchen should be
covered and cleaned on monthly basis. Kitchen area should be away from washing, toilets
and bathing area. Wall surfaces adjacent to cooking areas are made of fire-resistant
materials. Food preparation tables are also equipped with a smooth durable washable
surface.
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﻿d) Living Facility for the Workers
Workers should be provided with proper bedding facility. Single bed should be provided to
each worker and each bed should be at least 1 m apart from another. Double deck bedding
should be avoided, in case provided, adequate fire-fighting facility should be provided.
Bed linen should be washed regularly and should be applied with repellent and disinfectants
so as to manage the diseases caused due to pests. Use of Long Lasting Impregnated Nets
or use of Pyrethroids (in WHO class III - especially formulated for public health) for mosquito
and vector control.
Facilities for storage of personal belongings for workers should be provided in form of locker,
shelf or cupboard. A separate storage area for the tools, boots, PPE should be provided.
Proper ventilation through mechanical systems and lighting system should be ensured in
construction camps.
e) Sanitation and Toilet Facilities
Sanitary arrangements, latrines and urinals shall be provided in every work place separately
for male and female workers. The arrangements shall include:
A latrine for every 15 females or part thereof (where female workers are employed).
A latrine for every 10 males.
Every latrine shall be under cover and so partitioned as to secure privacy, and shall
have a proper door and fastenings.
The latrines and urinals shall be adequately lighted and shall be maintained in a
clean sanitary condition at all times and should have a proper drainage system;
Water shall be provided in or near the latrines and urinals by storage in suitable
containers.
Hygiene in the camps should be maintained by providing good sanitation and
cleaning facilities. Soak Pits can be provided only if labour camp is located away
from river.
Wastewater generated from these facilities should be disposed off through septic
tanks and soak pit
f) Waste and Wastewater Management in Labour Camp
Kitchen waste water shall be disposed into soak pits located preferably at least 30
meters from any water body/ drinking water source. The capacity should be at least
1.3 times the maximum volume of wastewater discharged per day. The bottom of the
pit should be filled with coarse gravel and the sides shored up with board, etc. to
prevent erosion and collapse of the pit.
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﻿Municipal waste will be generated from labour camp, and the contractor will comply
with the Wastew management specifications in Annex VIII.
Dustbins for recyclable and non-recyclable waste shall be provided in labour camp
area. Recyclable waste shall be sold to authorized vendors and non-recyclable shall
be disposed through authorized agency in area responsible for waste collection and
management. The rejected waste should be disposed in a secured manner at the
designated landfill site in belahatti.
No dumping of waste/wastewater will take place on the surface/ ground. Hazardous
waste or wastewater shall not be stored in unlined ponds.
Wastewater generated from the washing/cleaning area after passing through oil &
grease trap and curing area shall be re-used for water sprinkling and wheel washing.
Wastewater from construction site should not be allowed to accumulate at site as
standing water may lead to breeding of mosquitoes.
Wastewater generated from labour camp will not be directed into river but should be
treated and disposed off through septic tank (designed following Indian standard
code of practice for installation of septic tanks IS: 2470) and soak pit/leach pit to
meet the CPCB standards of class E.
Wherever septic tanks are not provided mobile toilets with anaerobic digestion facility
shall be provided and no domestic waste shall be discharged to any water body.
Temporary storm water drainage system should also be provided at camp site and
construction site to drain the storm water and prevent accumulation of storm water at
site and thus breeding of mosquitoes/flies
Solid wastes generated in the kitchen shall be reused if recyclable or disposed in
land fill sites per waste management plan in Annex VIll
All used oils, lubricants and machine oils will be stored in leak proof containers, and
shall be placed on paved surface and disposed as per waste management plan in
Annex VII. Authorised vendors from Jharkhand Pollution control board will collect the
waste oils, lubricants.
As the project is located within the urban area of Khunti, and is a short distance from
a large city such as Ranchi, the contractor will have access to healthcare facilities
and clinics. Any bio- medical waste generated at the labour camp is likely to be
minor, likely to be generated at first aid centre, and shall be disposed of following the
Bio Medical Waste Disposal Rules, 201621
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﻿Provision of Rest and Emergency Assembly areas
The work place shall provide four suitable sheds, two for meals and two for rest (separately
for men and women). The height of the shelter shall not be less than 3.Om from the floor
level to the lowest part of the roof. These shall be kept clean. Emergency Assembly Area
shall be demarcated as emergency collection area near the gate where all can assemble in
case of fire, earthquake or calamity at the site.
g) Safe Access Road
Temporary paved surface shall be constructed to approach the labour camp from the site. If
camps are located close to residential and commercial areas, the roads should be watered
sufficiently. Trucks carrying construction material to be adequately covered to avoid the dust
pollution and to avoid the material spillage. Movement shall not be hampered during
monsoon season due to water logging.
h) Medical and First Aid Facilities
Medical facilities shall be provided to the labour at the construction camp. Visits of
doctor shall be arranged twice a month wherein routine check-ups would be
conducted for women and children. A separate room for medical check-ups and
keeping of first aid facilities should be built. The site medical room should display
awareness posters on safety facilitation hygiene and HIV/AIDS awareness.
Ambulance/ 4-wheeler motorized vehicle shall be available at the site for carrying
injured to the nearby hospital. Tie-ups should be made with nearby hospital to handle
emergency, if any. Nos. of ambulance, doctors and nearby hospital shall be
displayed in first-aid room, site office & labour camps. List of contact nos. of
emergency personnel, hospitals, fire brigade and other emergency contact should be
displayed at camp site, guard's room and first aid room.
First Aid Box will be provided at every construction campsite and under the charge of
a responsible person who shall always be readily available during working hours.
He/she shall be adequately trained in administering first aid-treatment. Formal
arrangement shall be prescribed to carry injured person or person suddenly taken ill
to the nearest hospital. The first aid box shall contain the following.
- 6 small sterilized dressings
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﻿- medium size sterilized dressings
- large size sterilized dressings
- large sterilized burns dressings
- 1 (30 ml) bottle containing 2 % alcoholic solution of iodine
-  1 (30 ml) bottle containing salvolatile
- 1 snakebite lancet
- 1 (30 gms) bottle of potassium permanganate crystals
- 1 pair scissors
- Ointment for burns
- A bottle of suitable surgical antiseptic solution
- In case, the number of labour exceeds 50, double quantity should be provided.
i) Cr6ches
In case 20 or more women workers are employed, there shall be a room of reasonable size
for use of children under the age of six years. The room should have adequate light and
ventilation. A caretaker is to be appointed to look after the children. The use of the room
shall be restricted to children, their mothers and the caretaker.
j) Storage of Construction Material in Construction Camps
Adequate secondary containment for fuel storage tanks and for the temporary
storage of other fluids such as lubricating oils and hydraulic fluids.
Impervious/paved surfaces should be used for refueling areas and other fluid transfer
areas to avoid soil and water contamination due to spillage.
Training workers on the correct transfer and handling of fuels and chemicals and the
response to spills
Provide portable spill containment and cleanup equipment on site and training in the
equipment deployment
All materials shall be stored in a barricaded area. In case of electrical equipment,
danger signs shall be posted.
The batch mix plant is to be located away from the residential area and not in the
wind direction. Separate parking areas for vehicles and also workshop areas need to
be provided.
k) Firefighting arrangement
The following precautions need to be taken:
Demarcation of area susceptible to fires with cautionary signage;
Portable fire extinguishers and/or sand baskets shall be provided at easily accessible
locations in the event of fire
Contractor shall educate the workers on usage of this equipment.
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﻿During Construction Activities
Construction camps shall be maintained free from litter/ garbage and in hygienic condition. It
should be kept free from spillage of oil, grease or bitumen. Any spillage should be cleaned
immediately to avoid pollution of soil, water stored or adjacent water bodies. The following
precautions need to be taken in construction camps.
Measures to ensure that no leaching of oil and grease into water bodies or
underground water takes place.
Wastewater should not be disposed into water bodies.
Regular collection of solid wastes should be undertaken and should be disposed
safely.
All consumables as the first aid equipment, cleaning equipment for maintaining
hygiene and sanitation should be recouped immediately.
The debris/scrap generated during construction should be kept in a designated and
barricaded area.
The PIU will monitor the cleanliness of construction campsites and ensure that the
sites are properly maintained throughout the period of the contract.
A. Grievance Redressal System
A complaint register and a complaint box should be provided at the site so any person from
local community can register their complaint, if any due of the camp, workers and other
facilities. The system shall be communicated to local communities through consultations.
Open house meetings should be conducted with workers on monthly basis to identify their
problems and issues if any related to health, hygiene, safety, comfort and other issues.
Activities prohibited at site
B. Activities which should be strictly prohibited at site shall include
Open burning of wood, garbage and any other material at sit for cooking or any other
purpose
Disturbance to the local community.
Adoption of any unfair means or getting indulgence in any criminal activity
Non-compliance of the safety guidelines as communicated be safety officials and
during the trainings
Adoption and proper usage of PPEs all the time as required
Operation of the plant and machinery between 10 pm to 6 am unless approved by
team leader
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﻿No animal (wild or domestic or bird) shall be harmed by any construction worker in
any condition at site and nearby areas
Cutting of tree without permission of team leader/authorized person
No indigenous population shall be hurt or teased
C. Post Construction/Decommissioning Stage
After the completion of construction, all construction camp facilities, labour camps shall be
dismantled and removed from the site. The site shall be restored to a condition in no way
inferior to the condition prior to commencement of the works.
Various activities to be carried out for site rehabilitation include:
All temporary structures should be cleared
Debris (rejected material), building debris, garbage, night soils and POL waste
should be disposed suitably per the construction debris and waste management plan.
All disposal pits or trenches should be filled in, disinfected and effectively sealed off.
All the areas within the camp site should be levelled and spread over with stored top
soil. Residual topsoil, if any will be distributed or spread evenly in plantation sites, on
adjoining/near-by barren land or affected agricultural land adjacent to the RoW that
has been impacted because any accidental spillage.
Oil and fuel contaminated soil shall be removed and transported and buried in waste
disposal areas.
Underground water tank in a barren/non-agricultural land can be covered. However,
in an agricultural land, the tank shall be removed.
If the construction camp site is on an agricultural land, top soil can be spread so as to
aid faster rejuvenation.
Entire camp area should be left clean and tidy, in a manner keeping the adjacent
lands neat and clear, to the entire satisfaction of landowner and JUIDCO.
Proper documentation of rehabilitation site is necessary. This shall include the
following:
a) Photograph of rehabilitated site;
b) Land owner consent letter for satisfaction in measures taken for rehabilitation of
site;
c) Undertaking from contractor; and
d) Certification from Engineer in-charge of the PIU.
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﻿ANNEXURE Vill: CONSTRUCTION DEBRIS AND WASTE
MANAGEMENT PLAN
I. Potential Sources of Waste Generation
The expected solid waste as per JUIDCO to be generated during construction phase and their
disposal method is provided in the table below:
Table 55: Solid and Hazardous Waste- Construction Phase
S. No     Type of Waste              Estimated       Disposal
Quantity
Non-Hazardous waste
This will be used to level low
lying areas at approved site
for fling purpose, construction
of approach roads. If any
Construction Debris and earth 3-5 tonnes per  extra  ras remane
1.mtra,rcs                            a             extra material is remained,
r             dthen that should be disposed
of to the approved debris
disposal site
Bituminous waste, concrete
will be Re-use as back filling
and levelling for other roads
Concrete Waste from ESR   126.945 CUM     Nnrccal       at hl
2          and old WTP                               Non-recyclable waste shall
be disposed at approved
debris site in covered
vehicles
Used Oil from diesel      A      5t       To be disposed to JSPCB
3         generators and construction  pro.nne     and CPCB authorised
machinery                                 vendors
Recyclable waste shall be
sold to authorized vendors
and non-recyclable shall be
Packing waste containing  20 tonnes per   dipsdtruhahoze
4          crbadwodecyerdisposed through authorized
cardboard, wood etc.      year            aec nae      epnil
agency in area responsible
for waste collection and
management.
Hazardous waste
Waste and oil contaminated  0.5-1 ton per  Collected and disposed
1         rags                       annum          through CPCB/JSPCB
approved recyclers
2          Bituminous Waste          190.4175 CUM    Re-use as back filling and
I_                                        leveling
# - Indicates Hazardous waste
* - The quantity will be for the entire construction period
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﻿II. Design of Comprehensive Waste Management Plan
The contractor should follow the specifications listed below:
Categorization of waste into degradable, biodegradable and hazardous categories
and list of different types of waste that falls in each of these categories.
Estimates about the quantity of waste generated in each category and type of
storage units required.
Detail the provisions for storage and handling of waste until disposed.
A plan of the respective camps / areas like construction camp, labour camp etc. to be
submitted indicating in it the space allocated for storage and handling of wastes.
Detail the precautions to be taken while storing, handling and disposing each type of
waste, trainings to be imparted to workers to create awareness about waste
management.
Details of Debris disposal site at Belatti as defined in Annexure III: Allocation Letter
for disposal of construction waste & land for labour/construction camps:
The contractor will submit a copy of approved site identification report along with
location plan on a village map showing the debris disposal sites, site, its survey no.,
access road, project stretch, distance from the project stretch, surrounding features
and land use like residences, agricultural land, water bodies etc., photograph of the
site showing the topography and other existing features.
III. Precautions to be adopted during disposal of debris/waste material
The contractor shall take the following precautions during transportation and disposal of
debris/waste material:
A register should be kept for recording the details of the waste generated and their
disposal.
The contractor will take full care to ensure that public or private properties are not
damaged/ affected during the site clearance for disposal of debris and the traffic is
not interrupted.
All arrangements for transportation during dismantling and clearing debris,
considered incidental to the work, will be implemented by contractor in a planned
manner as approved and directed by JUIDCO.
In the event of any accidental spill or spread of wastes onto adjacent parcels of land,
the contractor will immediately remove all such waste material/s and restore the
affected area to its original state to the satisfaction of JUIDCO.
Contractor should ensure that any spoils/materials unsuitable shall not be disposed
off near any water course; water body; agricultural land; natural habitats like grass
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﻿lands, wet lands, flood plains, forests etc. pasture; eroded slopes; and in ditches,
which may pollute the surrounding including water sources.
Contractor should ensure effective water sprinkling during the handling and
transportation of materials where dust is likely to be created.
Contractor Materials having the potential to produce dust will not be loaded beyond
the side and tail board level and will be covered with a tarpaulin in good condition. *
Any diversion required for traffic during disposal of debris shall be provided with
traffic control signals and barriers after discussion with the local body and as
approved by JUIDCO.
During the debris disposal, Contractor will take care of surrounding features and
avoid any damage to trees and properties
No hazardous and contagious waste material shall be disposed at such locations.
IV. Waste Disposal from Construction and Labour Camp
Concrete flooring and oil interceptors should be provided for workshops, vehicle
washing and fuel handling area.
Petroleum, oil and lubricants waste shall be stored safely in separate containers and
should be disposed off by transfer only to recycler/ re-refiners possessing valid
authorization from the Jharkhand State Pollution Control Board.
Used lead batteries, if any, should be disposed as per the Batteries (Management
and Handling) Rules 2001.
Water separated and collected from oil interceptor should be reused for dust
suppression.
There should be a register to record the details of the oil wastes generated at the
workshops and oil storage areas.
The municipal waste from the labour camp will only be routed through proper
collection and handover to local municipal body for further disposal.
No incineration or burning of wastes shall be carried out.
Discarded plastic bags, paper and paper products, bottles, packaging material,
gunny bags, hessian, metal containers, strips and scraps of metal, PVC pipes, rubber
and poly urethane foam, auto mobile spares, tubes, tires, belts, filters, waste oil,
drums and other such materials shall be either reused or will be sold /given out for
recycling.
Wastewater will be treated through Septic tank and soak pit and the sludge should be
cleared by municipal exhausters.
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﻿V.    Disposal of bituminous waste
At locations identified for disposal of residual bituminous wastes, the disposal will be
carried out over a 60 mm thick layer of rammed clay so as to eliminate the possibility
of leaching of wastes into the ground water.
The Contractor will suitably dispose off unutilized non-toxic debris at pre-designated
disposal sites, subject to the approval of JUIDCO.
Debris generated from construction activities along the rivers and streams drainage
channels shall be carefully disposed in such a manner that it does not flow into the
surface water bodies or form puddles in the area.
VI.   Disposal of non-bituminous waste
Non-bituminous wastes may be dumped in in barren lands, only after approval of
JUIDCO/ULB
Local tree species suitable for such re-habitation work shall be selected in
consultation with local community.
VII. CRITERIA FOR LAND SELECTION FOR DISPOSAL OF CONSTRUCTION OF DEBRIS
For disposal of debris, dumping sites need to be selected. The criteria for selection of
dumping sites include:
No residential areas are located downwind side of these locations
* Dumping sites are located at least 1000 m away from sensitive locations;
* Dumping sites do not contaminate any water sources, rivers etc.; and
* Dumping sites have adequate capacity equal to the amount of debris generated;
* Permission from the Village Panchayat and other regulatory authority are to be
obtained for the dumping site selected.
Sites should be chosen so that it can be suitably rehabilitated
* Productive lands are to be avoided; and
* Available waste lands shall be given preference
VIII.  DOCUMENTATION AND BOOKKEEPING
The designated disposal site approved by ULB only can be used as disposal site.
The contractor should keep record of type and quantity of material disposed daily and
capacity of disposal site.
Stringent action & penalties should be imposed off on contractor for dumping of
materials in locations other than the pre-identified locations. Grievance Redressal
mechanism should be in place for taking note and action on such complaints.
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﻿ANNEXURE IX: OCCUPATIONAL HEALTH AND SAFETY
MANAGEMENT PLAN
Assessment and Control of Occupational Health Risks
The Contractor shall carry out a Health Risk Assessment (HRA) of all construction activities
for all chemical, physical, biological, ergonomic, emergency situations and psychological
health hazards associated with work at the construction site having risks assessed as
medium or high on the Risk Assessment Matrix based on which control measures should be
selected, implemented and documented. On site and off site emergency management plan
shall be developed to effectively handle them.
i.  The environmental and occupational health and safety aspects and related
emergency preparedness response can include incidence such as collapse of
structure, trench, explosion, and other occupational accidents.
ii.  The selection of controls should take account of the control hierarchy, i.e.
Elimination, Substitution, Engineering, Procedural and lastly Personal Protective
Equipment.
iii.  Contractor shall develop the onsite emergency plan considering the potential
environmental, occupational health and safety emergency at site and activities
involved, and submit a copy of this plan to PlU and CSQC consultant before the start
of the work. (this is also applicable for the operational phase of the water treatment
plant)
iv.  Construction staff shall be trained in the nature of the occupational risk, hazards and
the specified controls and responses.
v.  All records of emergency preparedness plan with emergency contact numbers, mock
drills and corrective preventive action record after emergency is occurred
vi.  The accident and incident records and emergency preparedness drill reports shall
form part of quarterly report to the PMU
vii.  Contractor shall be responsible to handle emergency condition and shall be liable to
compensate the damage against accident, if any occurs at site.
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﻿I.  Chemical Hazards
The Contractor shall identify, assess and control all hazardous chemicals involved in the
construction, including building materials, proprietary chemical products, fumes, dusts and
gases emitted because of cutting and welding and sanding/grinding.
II.  Physical Hazards
The Contractor shall assess the risks associated with physical hazards and eliminate them
or control them to as low as reasonably practicable, applying the principles outlined below:
1. Noise
For operations under noisy conditions, the Contractor shall establish procedures in
compliance with the Noise Guideline provided in "The Noise Pollution (Regulation And Control)
Rules, 2000". The Contractor shall reduce noise from construction equipment by measures
such as:
Selecting machinery that has inherent noise reduction features;
Periodic monitoring of sound levels and regular maintenance of equipment;
Contractor shall conduct periodic monitoring of sound pressure at least once each
quarter.
2. Vibration
Where exposure to vibration may affect part or all of the body, for example in the use of
pneumatic drills, the Contractor shall ensure that exposures are assessed and eliminated or
controlled.
3. Climatic Stress
For operations under extreme climatic conditions, the Contractor shall establish procedures
in compliance with the relevant standards.
Ill.  Biological Hazards
Where insects, mites and animals, moulds, yeasts, fungi, bacteria and viruses are present in
the working environment, exposures to pathogenic biological agents shall be controlled such
that diseases and ill health effects are prevented.
1. Malaria
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﻿When construction takes place in areas where malaria occurs, a comprehensive risk based
malaria control program shall be in place encompassing all aspects of malaria prevention
programs. Use of malaria prophylaxis is a must, comparable with wearing safety shoes and
hard hats. The four components of malaria prophylaxis are:
Awareness
* Be aware of the risk of malaria in the work locations or sites visited;
* Be aware of the signs and symptoms and know how long it takes to develop
the illness after being bitten.
Bite Prevention - Avoid being bitten by mosquitoes by:
* Wearing long sleeved shirts and trousers when outdoors;
* Using insect repellent (preferably containing the active ingredient DEET) and;
* Using air conditioning whenever available or mosquito nets at bedtime in the
absence of air-conditioning.
Chemoprophylaxis - comply when advised by a competent health professional:
* Take anti-malarial drugs (chemoprophylaxis) when appropriate, to prevent
infection from developing into clinical disease. Although highly effective,
note that anti-malarial drugs do not guarantee 100% protection;
* Medications are safe to use if taken according to medical advice.
Diagnosis and Treatment
* Early diagnosis and treatment can prevent fatalities. Seek immediate
diagnosis and treatment if a fever and/or flu-like symptoms develop one week
or more after entering and up to 3 months after departure from a risk area;
* Inform your doctor of recent travel to a malaria risk area;
* Owner should closely monitor performance of these Malaria control programs.
2. Legionella bacteria
Water systems may support the growth of legionella bacteria. These bacteria can enter the
human body when contaminated water is inhaled as a spray, and may cause infection in the
form of Pontiac Fever or Legionnaires 'disease. Known sources of legionella-contaminated
water on construction sites, which may lead to infection, include:
Domestic water storage tanks;
Pipe work including dead legs and intermittently used water services;
Personal and safety showers, pipe work and heads;
Fire water and other water storage tanks;
Water supplies used for suppressing road dust etc.;
Water cooling systems for air conditioners;
Water jetting equipment
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﻿The Contractor shall appoint a competent person to assess the risk of legionella and to
implement the control measures.
3. Pest and Insect Control
Typical pests are flies, mosquitoes, rats and snakes. Effective cleaning and good
housekeeping of worksite and worker's camps is the basis of any pest control programme. In
addition to providing Long Lasting Impregnated Nets. The Contractor shall employ a
specialist subcontractor to provide a pest control service for the worksite and workers camp,
to the Contractor's specification.
IV.  Ergonomic Hazards
The use of good manual handling and lifting techniques for construction materials minimises
back and other related injuries. The Contractor shall therefore instruct workers in correct
posture and lifting techniques.
V.   Psychological Hazards
1. Work Plan and Organisation
The Contractor needs to be assured that all relevant and appropriate good working practices
are being followed. To plan the work so as to maximise efficiency and so as to optimise
human efforts the following shall be considered:
Work cycles/shift work, taking account of local legislation
Circadian (daily) rhythms of the working population
2. Working Hours and Working Cycles
Regular long working hours and shift work can promote fatigue. Fatigue can lead to reduced
mental function and vigilance. As a result there will be an increased likelihood of accidents
and ill health. Most construction activities carry a safety risk and this shall not be aggravated
by serious fatigue because of excessive overtime. As a minimum the Contractor shall follow
local legislation and ILO/UN recommendations on maximum working hours. The Contractor
shall assess all the risks associated with the extended working hours and shift cycles and
shall agree with the Owner the working hours and working cycles to be applied on the
specific project.
The Contractor shall set up a system to monitor that Subcontractors are also following the
agreed working cycles.
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﻿VI.  Monitoring of Health Performance and Incident Reporting &
Investigation
The Contractor shall have health monitoring systems in place. A medical file shall be kept for
each employee. This file should include details of the pre-employment fitness to work
assessment, details of any subsequent first aid treatments or clinic visits, and details of any
medical surveillance that may be undertaken. The Contractor shall monitor:
Occupational illness cases and frequency;
First aid treatment cases;
Number of individuals' undergoing medical surveillance;
Number of health audits;
Number of health-related training courses;
There may be a requirement to monitor and report specific illnesses, if required by
the specific health management plan.
Contractors shall investigate health incidents and non-accidental deaths, involving their staff
in the same way as they are expected to investigate and report safety incidents.
VII.  Fitness to Work
The Contractor shall identify all worker groups whose specific work or working conditions
require a minimum fitness for duty standard.
VIII.  Local Health Facilities and Medical Emergency Response
The Contractor shall provide access to suitably equipped and staffed hospitals. The
Contractor shall provide medical centre and first aid arrangements that comply with the
Medical Emergency Guidelines. Particular attention shall be paid to ensuring that the
required first aid response times are achieved and should be verified by drills.
The Contractor shall develop a site-specific plan based on the health risk assessment, which
describes the response to various medical emergency scenarios and medical evacuation
procedures. The Contractor shall arrange for regular drills to practice and learn from the
various emergency scenarios.
IX.  General Health and Safety
1. Drinking Water
Drinking water standards should meet those in the latest edition of Guidelines for Drinking
Water Quality - WHO. The Contractor shall provide sufficient potable water calculated at 30
litres per person per day, plus at least five days' emergency supply.
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﻿2. Garbage Collection
The Contractor shall provide a suitable system for garbage collection and disposal.
Spillage of refuse should be prevented. Arrangement shall be made for a daily
collection of food wastes for collection of refuse from living quarters and work sites
not less than twice weekly.
A sufficient number of fly-proof and rodent proof bins or containers shall be supplied
to all food establishments, and to camp areas and work sites to maintain cleanliness.
Bins shall be cleaned immediately after being emptied.
Disposal of garbage shall meet local legislative requirements and public health
standards.
X.   Emergency preparedness and response planning
The 'On-site emergency plan' to be prepared by contractor and shall include minimum the
following information:
Site Locations
Name, Designation & Contact Numbers of the organization, nearby hospitals, fire
agencies etc. and key personnel including their assigned responsibilities in case of
an emergency.
Site Layout Diagram showing location of fire extinguishers, emergency collection
area and fire alarm
Identification of Potential Emergencies Situations/ preventive measures / control &
response measures
Medical services / first aid
List of emergency equipment including fire extinguishers, fire suits etc.
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﻿ANNEXURE X: GENERAL GUIDELINES FOR CHLORINATION
PLANTS INCLUDING, HANDLING STORAGE AND SAFETY OF
CHLORINE CYLINDERS AND DRUMS
This Indian Standard (Part 1) was adopted by the Indian Standards Institution on 31
May 1983, after the draft finalized by the Public Health Engineering Equipment Sectional
Committee had been approved by the Civil Engineering Division Council.
Chlorine cylinders and drums with liquid chlorine can rapture at temperatures of over
70'C due to building up of internal pressure. Chlorine gas damages the lungs and
attacks the mucous membranes. Therefore, special precautions are required to be
observed when working with chlorine gas apparatus and chlorine containers.
In the formulation of this standard due weightage has been given to international co-
ordination among the standards and practices prevailing in different countries in addition
to relating it to the practices in the field in this country.
For the purpose of deciding whether a particular requirement of this standard is complied
with, the final value, observed or calculated, expressing the result of a test or analysis,
shall be rounded off in accordance with IS : 2-1960*. The number of significant plates
retained in the round of value should be the same as that of the specified value in this
standard.
INSTALLATION
Chlorination Equipment and Container Room
Chlorine gas units and cylinders shall be housed in separate rooms, easily accessible,
close to the point of application and convenient for truck loading and safe container
handling. The floor shall be flat and at least 150 mm above the surrounding ground and
drainage shall be adequate. The height of the container room should be at least 4'0 m.
Under no circumstances such units shall be housed in basement or below ground level
since the chlorine gas is heavy and settles into depressions.
The exits shall lead directly out in the open and the doors shall open outward. The
hinges of the doors should be of parliamentary type. At least two exits shall be provided
in each such rooms.
Adequate arrangements for air circulation and cross ventilation shall be made in the
rooms. Air entry shall be from above and air exit shall be from below. Exhaust fans shall
be provided at floor level.
Natural ventilation and means of cross ventilation that allows change in approximate 10
minutes is desirable. For small installation, provision of ventilator openings 'at the
bottom, one opposite the other is adequate.
233 | Page


﻿Separate and reasonably gas tight enclosers openings to the outdoor shall be provided
for housing the chlorine feeding equipment in large installations (where tonne containers
are used). These enclosers shall be vented to the upper atmosphere and equipped with
positive means of exhaust ( near the floor level, at the centre of the room or opposite to
the entrance) capable of a complete air change within 2 to 4 minutes in an emergency. A
satisfactory ventilation scheme involves a combination of fresh air and exhaust system,
consisting of fans that force the fresh air into the enclose through openings near the
ceiling with exhaust fans to clear away any chlorine contaminated air near the floor level.
The design of exhaust system shall not include the natural ventilation that may be
available.
Rooms for chlorine containers in which more than 200 kg chlorine is stored shall be
separated from the chlorine gas apparatus room and shall be accessible., only from
outside:
Containers shall rest securely on cradles or on a level rack equipped with adequate
safety block to prevent rolling and be slightly elevated from the floor to keep them dry.
The temperature in the installation room shall be within the range of +4 to + 400C. The
chlorine gas containers and chlorine gas pipes shall not be exposed to direct heat
radiations and shall be protected from sun rays.
Electrical installations inside the chlorine gas rooms shall be limited to the absolute
minimum required. While laying electrical wiring and fixtures adequate safety precautions
shall be observed during their installation of ensuring safe use of electricity (see IS : 732-
1963* and IS : 5216-1969t ).
The following information shall be indicated prominantly on the outside entry door: -
"Chlorine gas dosing apparatus room" "Smoking and handling naked flame prohibited
"Admission restricted".
HANDLING
Ordinarily a plant labourer can handle up to 100-kg cylinder when aided by small hand
cart. Heavy containers shall be handled with the aim of mechanical contrivance, such as
trucks, monorails, cranes or other such equipment.
Chlorine gas containers shall not be bumped, dropped or rolled on the ground and no
object shall be allowed to strike them with force.
Use of mechanical lifting devices is recommended. For lifting one tonne container, the
capacity of the mechanical device should be about 2 tonne-.
STORAGE
234 | P a g e


﻿All plants, particularly small- ones, should keep on hand at all times sufficient supply of
chlorine cylinders or drums.
Special consideration shall be given to requirements of monsoon seasons.
Cylinders shall conform to IS: 7681-1975* and the provisions of IS: 8198 (Part 6 )-1979t
for filling, inspection, testing, maintenance. And use -of containers for storage and
transportation of liquefied chlorine in cylinders shall be observed.
Cylinders shall be stored vertically so that a leaking container, if found, Can be removed
with the least possible handling of others. Tonne containers shall be stored on the sides
all the time horizontally with suitable rollers or saddles.
Tonne containers are equipped with two values each with an internal eduction pipe. A
removable hood is provided to protect the valves from inj4ry during shipment and
handling. In placing tonne containers in position for use, the two valves shall be in
vertical alignment. The eduction pipes then permit the upper valve to discharge gas and
the lower valve liquid chlorine.
No other objects except chlorine gas storing containers shall be kept in the room.
SAFETY
All operating and storing rooms for chlorine gas appliances and containers shall be fire
proof.
Chlorine storage rooms should preferably be provided with chlorine gas alarm device
which gives out an acoustic or an optical signal when the chlorine gas concentration is
reached, the set value for which is 1'0 mg chlorine per cubic metre of air in case of a
person working in the room and 20 mg chlorine per cubic metre of air when no human
being is inside the room.
The sensor for alarm device shall be placed not higher than 300 mm above the floors of
the room.
A bottle of ammonia is essential to detect leaks, etc, in case alarm device is not
provided.
Cylinder as well as chlorine shall be tested at every shift period for leaks, first by trying to
detect the sharp irritating smell of chlorine, then by passing over each cylinder and
around each valve and pipe connections, a rod with a small cotton-wool swab tied on the
end, dipped in an aqueous solution of ammonia. If chlorine is, present in the air, the
swab will appear to smoke due to formation of white cloud of ammonium chlorine. If the
leak appears to be heavy, all persons not directly concerned should leave the area and
the operator should put on his mask and make a thorough search of the leak.
NOTE - In tracing a leak, always work down-stream that is start at the cylinder and
work down along the Jirie of flow until the leak is found.
235 | Page


﻿Safety equipment, like gas masks, rubber gloves, aprons shall be housed in easily
accessible (unlocked) cupboard placed outside the chlorination room.
NOTE - Faulty gas mask is' worse than none at all. Hence these shall be tested
frequently and canisters shall be changed at proper intervals.
First aid box and eye wash fountain shall be provided outside chlorinator room.
The provisions shall be made for emergency disposal of chlorine from leaking
containers. The proportions of alkali and water recommended for this purpose are given
in Table 1.
TABLE 1 RECOMMENDED ALKALINE SOLUTIONS FOR
ABSORBING CHLORINE
CONTAINER     CAUSTIC SODA     SODA Asr      Hi YDRATEt LIME
CAMACITY                     J   --k -,----
100%  Water    kg     Water    kg     Water
k&          ks      1                              1
45          57     ISO     136    450     57       570
67          85     275     204    680     85      850
1000          115   3 640   2272   9090    115     1150
NoTE - When chlorine is to be absorbed in hydrated lime, the solution should
be continuously and vigorously agitated.
Water shall never be applied to the chlorine leak to stop it, as it will only make it worse.
When a chlorine leak occurs, the ventilation system should be operated immediately
before any person enters the chlorination room.
NOTE - Ventilation system should be controlled from outside.
The exhaust pipe of the apparatus shall lead to the open through the shortest path and
the outlet of this exhaust pipe shall not be readily accessible.
In case of fire: the cylinders and drums containing' chlorine shall be protected by
spraying with water since the containers' can burst at temperatures of over 700C. Source
of pressurized water shall be provided adjacent to the chlorination room.
Fusible plug, a safety device, shall be provided over all cylinders' and containers
designed to melt or soften between 70 to 750C to preclude a build-up of hydrostatic
pressure resulting from thermal expansion due to fire and other hazardous conditions.
Before disconnecting the flexible leads from containers to gas headers, the cylinder
valves should be closed first and then the gas under pressure should be drawn from the
header and flexible leads before the header valve is closed.
236 | Page


﻿Solvents, such as petroleum, hydrocarbons or alcohols should not be used for cleaning
parts which come in contact with chlorine. The safe solvents are chloroform or carbon
tetrachloride. Grease should never be used where it comes in contact with chlorine. 22
No direct flame should 'be applied to the chlorine cylinder when heating becomes
necessary.
The protective hood over the valve should always be kept in place except when the
cylinders are in use
In addition to this, the relevant provisions of IS4263-1967 shall also be observed as far
as possible.
22 Code for safety for chlorine
237 | Page


﻿ANNEXURE XI: ESMP MONITORING REPORT BY PIU
Name of Sub-Project:
Name of ULB:
The components taken up for           town are detailed in the following Table.
Package   Particulars                            Status       Date of  Date of
Award     Completion
The status of Environmental and Social Management Plan (ESMP) for the month
year        are presented in the following sections
PERMISSIONS/CONSENTS/CLEARANCES/APPROVALS:
S.no   Particulars                          Competent     Status (applied/obtained)
Authority
1.     Forest
2      Railways
3      National Highway
4      Irrigation Department
5      NOC for water abreaction from source
6      CTO (batching plant)
7      CTE (batching plant)
8      Ground water extraction for construction activity
9      Establishment of DG-set (as per Air Act, 1981.)
10     PUC certificates
11     Labour License (as per Labour Act 1970)
12     Labour Registration (as per BOC Act -1996)
13     Certificate of Employing Labour (as per BOC Act
-1996)
I.  FIELD VISITS & TRAINING CONDUCTED
238 | Page


﻿Date  Sites Visited     Persons Met             Remarks
Field
Visit/
Training
II.  COMPLIANCE TO EM P23
Particulars         Complied       Compliance to EMP
Pre-Construction
Phase
Construction Phase  0
Monitoring
Requirements &      O
Specifications
Ill.  REDRESS OF GRIEVANCES/ COMPLIANT HANDLING
Sub Project       Registers   No. of Grievances  Action Taken
Maintained  received in the
month
IV.  LABOUR REGISTRATION AND RECORDS
Sub Project   Labour   Total labor      M/F            Local/Migrant
license  registered/working
obtained on the project on
(no. of  the date of
labour)  inspection
V. ACCIDENTS ON SITE
Project Site     Total accidents  Fatal/serious  FIR available  Action taken
in project     injury/Disability
site/camps etc.
this months
23lnsert Construction Stage EMP table here and provide compliance status, and Recommendations for each EMP measures
and environment monitoring reports
239 | Page


﻿VI. TEMPORARY IMPACTS ON STRUCTURES AND LIVELIHOODS
Sr.  Total affected identified so  PAH identified this ARAP/RAP/SMP  Received
No   far.                    month           approved so far  entitlement so
far.
VII.  DESIGN CHANGES
Design         New scope   Environmental     Mitigation     Cost of
Parameter      of work    Impacts/Risks      measures       mitigation (if
Applicable)
VIII.  ENVIRONMENTAL MONITORING VERIFICATION
(A)   Air Quality Monitoring Ambient Air Monitoring
Time-period of Monitoring:
S.No Location of       Observed   NAAQS Standard  Compliance    Mitigation
sampling         Value
(B)   Water Quality Monitoring
Time-period of Monitoring:
S.No Location of       Observed  IS:10500 Values  Compliance    Mitigation
sampling         Value
(C)  Ambient Noise Monitoring
Time-period of Monitoring:
S.No Location of       Observed  CPCB Values     Compliance     Mitigation
sampling         Value
IX. WASTE MANAGEMENT PLAN VERIFICATION
240 | P a g e


﻿S.    Waste Type         Quantity     Disposal Method/ Reuse site
No
1     Excavated Soil
2     Domestic Solid Waste
3     Construction debris
4     Hazardous Waste
5     Labour Camp Waste
X.  TREE PLANTED
S.No Location            Species      Quantity         Survival (%)
Panted
XI. SUMMARY AND CONCLUSIONS
EMP monitoring being done daily on the critical issues and following improvements/ positive
developments are observed.
S. No  Issues/Deviations    Compliance  Corrective actions to  Compliance
status last  be taken         status during this
visit                         visit
1
2
3
4.
5
6.
7
8
241 | Page


﻿ANNEXURE XII: ENVIRONMENT IMPACT ASSESSMENT
METHODOLOGY
Impact Description
An impact is any change to a resource or receptor brought about by the presence of a
project component or by the execution of a project related activity. The impacts have been
characterized into the following
Adverse or beneficial;
Direct or indirect;
Short, medium, or long-term in duration; and permanent or temporary;
Affecting a local, regional or global scale; including trans-boundary;
Table A: Impact Characteristics
S.No.  Impact Characteristics   Definition
1     Adverse                   Causes adverse change from the baseline, or
introduces a new undesirable factor.
2     Beneficial                Causes improvement on the baseline or
introduces a positive change.
3     Direct Impact             Impacts that result from a direct interaction
between a proposed project activity and the
receiving environment/receptors
4     Indirect Impact           Impacts that result from other activities that are
encouraged to happen as a consequence of the
proposed project
Impact Severity
Impact severity is a function of the extent, duration, and, sensitivity of the receptor. The
definition of extent, duration and sensitivity to consider for determining impact severity has
been presented in B
Table B: Parameters to consider for impact severity
S.No  Classification  Description
1     Extent        Evaluation of the area of occurrence/influence of environmental
impact; Extent can be defined as limited (within 2 km radius of the
site); local (within 5 km radius of the site); regionally (district wide,
nationally or internationally).
242 | Page


﻿2      Duration      Defines the time which a receptor will be affected.
Temporary (<1 year); short term (1 - 5 years); medium term (5 -
10 years); long term (>10); or permanent.
3      Sensitivity of  High sensitivity: Entire community affected (more than 100
receptor      households affected), presence of world heritage and important
cultural sites, presence of water body used by community within
50 m of project footprint, presence of ecologically sensitive area,
national park or wild life sanctuary within 2 km of project site.
Medium sensitivity: More than 50 and less than 100 houses
affected, presence of forest area within 5 km, presence of water
body used by community within 50-100 m of project footprint.
Low sensitivity: No displacements, no potential for stakeholder
conflict, less than 50 household affected, water body used by
community present within 500 m of project footprint, no livelihood
impact.
Based on the above table, impact severity is calculated as presented below:
Very low: Environmental changes are within the existing limits of natural variations.
Low: Environmental changes exceed the existing limits of natural variations. Natural
environment is completely self-recoverable.
Medium: Environmental changes exceed the existing limits of natural variations and
results in damage to specific environmental components. Natural environment
remains self-recoverable.
High: Environmental changes result in significant disturbance to specific
environmental components and ecosystems. Certain environmental components lose
self-recovering ability.
Probability of occurrence
The probability of occurrence of an impact is described below:
Unlikely - The impact is unlikely to occur.
Likely - The impact is likely to occur under most conditions.
Definite - The impact will occur.
Impact Significance
Impact significance is determined from an impact significance matrix (Table) which compares
severity of the impact with probability of its occurrence.
243 | Page


﻿Table C: Impact significance
Probability of occurrence
Unlikely        Likely         Definite
Severity   Very low        Negligible      Negligible      Minor
Low             Negligible      Minor          Minor
Medium          Minor           Moderate       Moderate
High            Minor           Major          Major
Impact significance criteria are as follows:
Major: These denote that the impact is unacceptable and further mitigation measures
must be implemented to reduce the significance.
Moderate: Impacts in this region are considered tolerable but efforts must be made to
reduce the impact to levels that are as low as reasonably practical.
Minor: Impacts in this region are considered acceptable.
Negligible: Impacts in this region are almost not felt.
244 | P a g e


﻿ANNEXURE XIV: FOREST NOC APPLICATION AND MAP OF
PIPELINE
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245 |P ag e


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ale
ea
247 | P a g e


﻿11 ANNEXURE XV: NOC ISSUED UNDER FRA, 2006, SECTION 3 (2)
(FOR REPLACEMENT OF PIPELINE IN 0.0235 HA OF FOREST
LAND)
E-ma5Il:dfokhMnd@?jgmaiLeom,
Xift ~   r'r4i f~T 4         0.235 to  1g4
-4t  3~ T -t9 W- 740  Mf - 07.06.17 UW 4   zpT  'fW-192 C~T-28.06.17
'O2     O 2006 ZbeTer 3 (2)   4;1 CM
4  Ta F f4%  «TrT-@-239  R  ' 10-3845 4 v4  r   4  i
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148 r  A  L  p
248 |P ag e


﻿12 ANNEXURE XVI: JUSTIFICATION OF POINT NO. 5 OF FOREST
NOC
NOC was provided by District Forest Officer( DFO) on 3.7.2017. Point number 5 of the NOC
stated that no excavation work can be undertaken inside forest land.As the project required
excavation activity inside forest for laying of pipeline, JUIDCO requested for clarification of
the same from the DFO. DFO, Khunti on letter dated 28.07.2017 clarified that excavation
activity can be undertaken 235 sqm of forest land for laying of pipeline
-  W1  lhaT 1 ti- qWTq*i- 1110 fkiE- 03,0717 -M 3MV W*r- 1007
f i- 26,07 17
W4frK4 WVr5- 1110 tqtrF- 03.07.17 9m t*40r1 *T-r 3&pW itRt
A41i. 2006 'it W 3TMrt 9rM W44f0 uWrM * aYM 4 *,haT- f4% WMte-
V6- 259 Z R# 10- 384s 4 T Wj4 4t V 00235 to at1drr 41 ifr
249 Page


﻿ANNEXURE XVII: NO OBJECTION FROM WATER RESOURCES
DEPARTMENT FOR WATER WITHDRAWAL FROM EXISTING
INTAKE POINT
i
o  LtdiKhunti/WS/204/2015-282  |ii  27.02.2016
<s MLU, d 2W0  U.35 MLD>  2048 8 14 MLD  2
*lma ti ? d A  3  f 3sh 'pdg  m;ra  - I
14~
250i Tal
250 |P a g e


﻿ANNEXURE XVIII: SCOPE OF WORK FOR SAFEGUARDS
SUPERVISION
1. The CSQC team will include a suitably qualified Environment Social Health and
safety Specialist (ESHS) to undertake the day-to-day supervision of contractors in all
matters concerning compliance with the ESMP, and the occupational health, safety
(OHS), Waste Management, Labour Camp Management and Labour influx and child
labour etc...
2. The PIU's safeguards officers will provide independent oversight and inputs to the
CSQC Consultant with regard to all aspects of environmental and social compliance,
for the CSQC Consultant to have addressed on the project through their role.
3. The JMDP PMU will undertake at least quarterly inspections of the construction sites,
accompanied by the CSQC safeguard specialists. The Environment and Social
Specialist shall prepare a joint quarterly report to be agreed by all parties clearly
identifying actions to be taken to improve safeguards compliance.
4. Prior to any contractor commencing civil works the CSQC ESHS specialist shall in
consultation with the PMU:
* Review and Clear the Contractor's ESMP to ensure that it meets that it meets the
requirements of: (i) the respective ESMPs; (ii) fully complies with relevant
national laws, including any conditions of consent; (iii) meets the World Bank's
Environmental, Health and Safety (EHS), and applicable IFC industry Sector
Guidelines and environmental and social safeguards policies of WBG
* Review and Clear the Contractor's OHS Plan. This shall be consistent with the
projects ESMP OHS requirements, as well as the World Bank's EHS guidelines,
and applicable IFC industry Sector Guidelines.
5. The environmental and social specialist of PIU shall report to the PMU environemal
and social specialists if any changes to project design or construction methods which
would trigger an update to the Project ESMP, RAP and STPP. Changes to works or
methods should be assessed against the existing Project Area of Influence (PAl),
Corridor of direct impact (Col) and whether there is a likely public interest aspect to
the changes. If either the PAl (geographically, socially or environmentally) has
changed or Col has changed substantially or if there is a public interest element to
the changes then the safeguard instruments shall be updated.
251 | Page


﻿6. CSQC shall regularly update JUIDCO PlU and PMU on progress with the
contractor's applications for permits or consents as relevant under local laws or
regulations.
7. CSQC shall Supervisethe management of the Contractors labour in all matters
concerning occupational health, safety and care of the works and workers, including
HIV/AIDS prevention, gender based violence (GBV).
8. CSQC shall ensure that the contractor is adhering to the day-to-day requirements of
the ESMP, the environmental and social safeguard requirements under Gol laws
(including conditions of consent), and the World Bank's occupational health,
environmental and social safeguards policies.
9. CSQC shall ensure that any workers camps are established and managed in
accordance with the recommendations of the ESMP and the guidance contained in
the IFC Guidance Note on Worker's Accommodation.
10. CSQC shall issue instructions to the Contractor to address any ESMP non-
compliance issues.
11. CSQC shall submit monthly progress report and support PIU in preparation of
quarterly safeguard progress reports in an agreed format covering all aspects of the
project supervision, including project progress, testing results, occupational health
and safety, ESMP compliance, incidents, near misses, summary of grievances /
complaints and actions taken, upcoming or potential issues to be any consultation
undertaken, relevant training, and compliance with permits and consents.
12. CSQC shall provide support to contractor, PIU to consult with the communities and
stakeholders in accordance with the consultation plan in the ESMP
252 | Page