Environmental Monitoring Report
#2 Semi-Annual Report For the period covered December 2016 to May 2017 Project Number: 44429-013 June 2017
IND: Climate Adaptation in Vennar Subbasin in Cauvery Delta Project
Prepared by the Water Resources Department, Public Works Department, Government of Tamil Nadu for the Government of India and the Asian Development Bank.
This environmental monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area.
Environmental Monitoring Report
Loan Number: 3394-IND
Semi Annual Report
June 2017
Reporting Period: December 2016- May2017
IND: CLIMATE ADAPTATION IN VENNAR SUBBASIN IN
CAUVERY DELTA PROJECT
Submitted by:-
PMU TRICHY,
WATER RESOURCES DEPARTMENT
PWD, GOVERNMENT OF TAMILNADU-INDIA
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CONTENTS
DESCRIPTION
LIST OF TABLES
LIST OF APPENDICES
ABBREVIATIONS
1. Introduction ............................................................................................................................... 6
About the project ............................................................................................................... 6
Project Description ............................................................................................................ 7
Project’s Physical Progress .............................................................................................. 12
2. Project’s Environmental Safeguards .................................................................................... 12
Purpose and Scope of Monitoring ................................................................................... 13
Approach and Methodology ........................................................................................... 14
EMP implementation and Monitoring Arrangements… .............................................. 15
3. Status of Compliance ............................................................................................................... 17
Compliance with Statutory Environmental Requirements ........................................... 17
Compliance Status with the Environmental Covenants stipulated in the ADB Loan
Agreement .......................................................................................................................... 23
Compliance with ADB’s Environmental Safeguards ..................................................... 26
Compliance with Project Environmental Management Plan ......................................... 32
Environmental Monitoring of the project ....................................................................... 41
4. Any other Environmental Aspects, Impacts observed during the period
which were not covered earlier ............................................................................................. 70
5. Details of Grievance Redress Committee and complaints received from
public and actions taken thereof to resolve ............................................................................ 71
6. Follow-up Action and Conclusion ............................................................................................. 71
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List of Tables & Figures
Table 1.1: The Summary of the Project Rivers .............................................................................. 10
Table 1.2: New Structures and Structures to be Reconstructed and Repaired ............................... 11
Table 1.3 Project Physical Progress (package-wise) ....................................................................... 12
Table 2.1 Responsibility of Environmental Safeguards Staff and Specialist of PMU .................... 15
Table 3.1 Compliance with Statutory Environmental Requirements ............................................... 18
Table 3.2 Compliance Status with the Environmental Covenants stipulated in the
ADB Loan Agreement ..................................................................................................... 23
Table 3.3 Compliance with ADB’s Environmental Safeguards ........................................................26
Table 3.4 Compliance with Project Environmental Management Plan ............................................. 32
Table 3.5.1 Sampling River Details................................................................................................... 42
Table 3.5.2 Ambient Air Quality – Methodology ........................................................................... 43
Table 3.5.3 Ambient Air Quality Monitoring Location… ............................................................... 44
Table 3.5.4 Air Quality Monitoring Results- Vellaiyar River Season 1… ..................................... 45
Table 3.5.5 Air Quality Monitoring Results- Vellaiyar River Season 2… ..................................... 46
Table 3.5.6 Air Quality Monitoring Results- Adappar River Season 1… ........................................ 47
Table 3.5.7 Air Quality Monitoring Results- Harichandranathi River Season 1… ......................... 48
Table 3.5.8 Air Quality Monitoring Results- Pandavaiyar River Season 1 ..................................... 49
Table 3.5.9 Air Quality Monitoring Results- Pandavaiyar River Season 2 ...................................... 50
Table 3.5.10 Ambient Noise Level Monitoring Location… ............................................................ 53
Table 3.5.11 Ambient Noise Level Monitoring Results – Vellaiyar River Season 1 ....................... 54
Table 3.5.12 Ambient Noise Level Monitoring Results – Vellaiyar River Season 2… ................... 55
Table 3.5.13 Ambient Noise Level Monitoring Results – Adappar River Season 1… ..................... 56
Table 3.5.14 Ambient Noise Level Monitoring Results – Harichandranathi River Season 1… ....... 57
Table 3.5.15 Ambient Noise Level Monitoring Results – Pandavaiyar River Season 1… .............. 58
Table 3.5.16 Ambient Noise Level Monitoring Results – Pandavaiyar River Season 2… .............. 59
Table 3.5.17 Water Quality Monitoring Location ............................................................................ 62
Table 3.5.18 Water Quality Analysis Results Vellaiyar River - Season 1 ...................................... 63
Table 3.5.19 Water Quality Analysis Results Vellaiyar River - Season 2 ...................................... 63
Table 3.5.20 Water Quality Analysis Results Adapppar River - Season 1 ...................................... 64
Table 3.5.21 Water Quality Analysis Results Harichandranathi River - Season 1 .......................... 65
Table 3.5.22 Water Quality Analysis Results Pandavaiyar River - Season 1 .................................. 66
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Table 3.5.23 Water Quality Analysis Results Pandavaiyar River - Season 2 .................................. 66
Table 3.5.24 Environmental Monitoring Compliance Status ........................................................... 68
Fig.1 Vennar sub-basin of the Cauvery delta ................................................................................... 09
List of Appendices
Annex-1. Ministry of Environment and Forest’s letter .................................................................. 72
Annex-2. Proceeding of the Member Secretary TNSCZMA &
Director of Environment, Chennai ............................................................................ 73
Annex-3. PMU letter of Proceeding of the Member Secretary TNSCZMA & Director of
Environment, Chennai ............................................................................................. 78
Annex-4 Status of removal of forest trees and enumeration process ............................................. 80
Annex-5 Status of removal of WRD trees ...................................................................................... 81
Annex-6 Status of shifting of EB poles and transformers ............................................................... 82
Annex 7 : Sample emission test certificates .................................................................................... 83
Annex 8 : Registration under workers act ....................................................................................... 85
Annex 9: Compliance status with earth and sand mining ................................................................ 86
Annex 10. Site visit report to check the sand mining issues raised in the aide memoire of the ADB
loan review mission ........................................................................................................ 104
Annex 10a: . Drawing of the wall structure ..................................................................................... 107
Annex 10b: Contractor’s rented houses details used as permanent labour camp
accommodation ............................................................................................................. 108
Annex 11: Photo-Plates…………………………………………………………………………,,,109
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ABBREVIATIONS:
ADB – Asian Development Bank
BOD – Bio Chemical Oxygen Demand
CO – Carbon Monoxide
CTE – Consent to Establishment
CTO – Consent to Operate
DO – Dissolved oxygen
dB – Decibel
IEE – Initial Environmental Examination
EA – executing agency
EIA – Environmental Impact Assessment
EC – Environmental Clearance
GoI – Government of India
MoEF – Ministry of Environment & Forests
MLD – Million Litter Per day
PMU – Project Management Unit
PWD – Public works Division
PIU – Project Implementation Units
RCC – Reinforced Cement Concrete
RoW – Right of Way
RSPM – Respirable suspended particulate matter
RP – Rehabilitation Plan
SEIAA – State Environment Impact Assessment Authority
SPCB – State Pollution Control Board
SS – Suspended Solids
SBR – Sequential Batch Reactor
SPM – Suspended Particulate Matter
SO2 – Sulphur dioxides
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1. Introduction
1.1 About the Project
1. ADB approved the Climate Adaptation in Vennar Subbasin in Cauvery Delta Project
(CAVSDP) on 7 June 2016 for $100 million. ADB and the government signed the loan on
14 July 2016 at the Department of Economic Affairs (DEA), New Delhi. The Water
Resources Department (WRD) of the Public Works Department, Government of Tamil
Nadu, is the executing agency for the project. The project aims to modernize irrigation and
flood management infrastructure and establish improved management systems to help
local communities in the Vennar Sub-basin of the Cauvery Delta of the State of Tamil
Nadu adapt to climate change. The impacts will be (i) coastal districts are protected from
cyclones and flooding exacerbated by climate change and (ii) innovative and inclusive
economic growth, including agricultural growth, in Tamil Nadu is accelerated. The
outcome will be that climate-resilient water management in the Vennar system is
improved.
2. The outputs of the project are: (i) flood risk management and irrigation infrastructure
upgraded, and (ii) improved water and flood risk management systems established.
Output 1: Flood risk management and irrigation infrastructure upgraded. Structures will
be improved according to new design guidelines that consider climate change impacts.
More-resilient flood management structures will reduce the frequency and impact of
flooding. The civil works involve (i) resectioning, and strengthening the embankments of,
six main channels totaling 235 kilometers to improve their resilience and flood conveyance
capacity; (ii) improving conveyance of three straight cuts between the Vedharanyam canal
and the sea (iii) constructing 4 new regulators, reconstructing 10 dysfunctional regulators,
and repairing 13 damaged regulators; (iv) doing work (new, upgrades, and repairs) on 133
irrigation head sluices off-taking from the main channels; (v) upgrading 20 bed dams and
grade walls within the main channels; (vi) upgrading 136 other minor irrigation and
drainage structures; and (vii) upgrading 13 pump stations through new pumps and
electrical systems and repairs to pump houses.
Output 2: Improved water and flood risk management systems established. This output
will deliver nonstructural interventions designed to (i) improve decision-making on water
resources, and (ii) manage flood risks and flood events. Initiatives to be developed under
item (i) are: (a) greater participation by stakeholders in the planning and delivery of water
services through the formation of channel stakeholder groups; (b) better assessment of
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water resources through the installation of additional equipment to monitor and measure
rainfall, surface water, groundwater, tide levels and flows; (c) development of a decision
support system that would provide system status information and enable more accurate
water allocation planning and more effective asset management; and (d) training for WRD
officers on more effective management of water resources. Flood risks and flood events
will be managed by (i) installing flood forecasting and warning systems, and (ii) mapping
flood risks. The output also includes a feasibility study, and the detailed design of similar
improvements in the remainder of the Vennar and Cauvery systems that may be financed
under a subsequent project.
Project Description
3. Background- The Cauvery Basin is the largest of 17 river basins in Tamil Nadu and is
located in Karnataka, Kerala and Tamil Nadu. The sub-areas of the Cauvery Basin lie
within each of the three riparian states and the enclave of Karraikal in the Union Territory
of Puducherry. The project includes structural and non-structural measures to support
improved flood and irrigation management to help communities in the Vennar sub-basin of
the Cauvery delta adapt to climate change. WRD of the Public Works Department (PWD),
Government of Tamil Nadu, is the executing agency. The project includes re-sectioning of
river/canals, de-silting of river bed, construction of new or rehabilitation old or
reconstruction of head regulators, cross regulators, drainage outfall, irrigation outfalls and
infalls on rivers. In addition, the program will support improvements to water resources
management in the Cauvery delta by implementing improved monitoring and decision
support system (DSS).
4. Vennar System - The Vennar system comprises ten main river channels that are used to
convey irrigation and drainage waters. In addition, ten other channels are used purely as
drainage channels to convey flood and drainage water, although some have been adapted
to enable drainage water to be used by pumped irrigation schemes in lower reaches. The
system has 7 head regulators at major river bifurcation points, 188 intermediate regulators
that facilitate the distribution of irrigation flows and 11 tail-end regulators (TERs). TERs
serve the dual purpose of raising water levels to provide irrigation to low lying command
areas near the coast and preventing tidal backwater flows into the system. When heavy
rainfall occurs and drainage congestion takes place, TERs are opened to allow outflows,
although high tides and storm surges restrict discharges to the sea.
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5. The Vennar system has two distinct coastal zones: (i) The eastern coast along the Bay of
Bengal from Point Calimere to Nagapattinam immediately inland of which small remnants
of lagoons and marsh are joined together by the Vendharanyam Canal. The canal was
constructed between 1863 and 1867 to aid navigation between the salt producers south of
Thopputharai and the port at Nagapattinam to the north. Between the Vendharanyam Canal
and the sea there is a 3–4 km strip of sand dunes. Five straight cuts were constructed across
the sand dunes to directly link the Vendharanyam Canal and some of the Vennar system
rivers to the sea to supplement the flow through two ‘natural’ outlets at Vendharanyam and
Velanganni. Sections of the Vendharanyam Canal and some of the straight cuts are heavily
silted. The canal is no longer used for navigation and is now solely a drainage carrier for
the east bound rivers of the Vennar system. However, there is a government proposal to re-
establish navigation on the Vedharanyam Canal. (ii) The southern coast along the Palk
Strait from Point Calimere to Adirampattinam where the south flowing rivers and drains of
the Vennar system cross 4–6 km of tidal sand flats into two large lagoons that are
connected to the sea through 1–2 km wide openings.
6. The project will improve irrigation water management in six channels namely Pandavayar,
Vellaiyar, Harichandranadhi, Adappar, Valavanar, and Vedaranyam Canal, covering a total
command area of 78,000 hectare (ha) in the Vennar sub-basin of the Cauvery delta sprawl
in Thiruvarur and Nagapattinam districts (Figure 1), of the state of Tamil Nadu, through
investments in infrastructure, water resources management, and flood risk reduction.The
drainage system of the Vennar basin is unable to cope with the floods resulting from
present climatic conditions. Man-made interventions and natural processes combine to
impede drainage and aggravate flooding particularly on low-lying agricultural land.
Climate change is expected to make flooding worse due to more intense and unpredictable
rainfall. The delivery of irrigation flows to farmers is becoming more erratic and unreliable
as the aging structures impede the efficient management of irrigation flows. Many
irrigation management structures have deteriorated to an extent that they are no longer
effective and are well passed their useful life. The present management of floods and
irrigation distribution is outdated and does not utilise modern technologies to ensure
efficiency and transparency.
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7. The management needs to become more systematic, efficient and based on scientific
information to inform decision making, with specific targets that are explicit in terms of
cost, water and other resources to meet environmental requirements. Therefore the scope
of the project is to improve the performance of six river channels in anticipation that
further investment will be subsequently made to modernize the drainage and irrigation
channels within the command and catchment areas of the system. The six river channels
have been taken as the critical entry points because they are the backbone from which all
other improvements to the drainage and irrigation systems will extend.
Fig.1 Vennar Sub-Basin of the Cauvery Delta Sprawl in Thiruvarur and Nagapattinam
Districts
8. The proposed project includes re-sectioning, regrading, standardisation, repair,
reconstruction and new construction of structures in the rivers. De-silting of rivers is
required in throughout its length starting from its head regulator to the end. The Vellaiyar,
Lawford and Adappar and Uppanar straight cut of Vellaiyar River, Harichandranadi River,
Adappar River and Vedaranyam Canal where dredging is proposed to excavate below
water to remove silt and sand. The summary of the rivers are given in Table -1.1.
9. The proposed works of Project are (i) Re-sectioning of the river channel which includes
cleaning the channel of vegetation, desilting/dredging and widening. (ii) Re-grading of the
river channel which includes excavation of the channel bed to remove sand bars and other
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impediments to restore the channel to its design section. Also known as de-silting. (iii)
Standardization of banks which includes raising and strengthening of the embankments,
decreasing bank side slopes, increasing top width, construction of road etc. to bring the
embankment back to Bureau of Indian Standards (BIS) to withstand 25 year return floods
taking climate change considerations into account. Repairs of structures–head regulator,
cross or intermediate regulators, TERs, irrigation sluices, drainage sluices, drainage infalls,
irrigation syphons, drainage syphons, bed dams and grade walls. Repairs are the
restoration of the components of the structures to function as designed. (v) Reconstruction
of existing and construction of new head regulators, cross or intermediate regulators,
TERs, irrigation sluices, drainage sluices, drainage infalls, irrigation syphons and drainage
syphons, bed dams, and grade walls. Reconstruction is the demolition and removal of all
components of the existing structure and construction of new structure including
foundations on the same site. (vi) Fluming and River Training. Bank revetment/pitching
and masonry walls depending upon severity of the problem of bank failure and availability
of land. The total length of the river channels to be re-sectioned or re-graded is 234.50 km.
The number of new structures and the existing structures to be reconstructed and
repaired/rehabilitated is given in Table -1.2.
Table 1.1: The Summary of the Project Rivers are given below table.
Name of River Adappar Harichandra Vellaiyar Pandavayar Valavanar Vedharanyam
Canal
Purpose of
River
Irrigation and
Drainage
Irrigation and
Drainage
Irrigation and
Drainage
Irrigation and
Drainage
Drainage Drainage
Location of
Head
Regulator
100 36’ 47’’N
790 33’ 9’’E
100 39’ 45’’ N
790 30’ 28’’
E
100 28’ 51’’ N
790 44’ 50’’
E
100 45’ 46’’ N
790 29’ 34’’
E
100 31’ 42’’
N
790 38’ 41’’
E
100 44’ 38’’ N
790 30’ 15’’ E
Length of
River (km)
44.5 43.6 47.9 38.2 19.3 39.6
Drainage area
(ha)
11548 13822 12622 428 15,977
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Ayacut
irrigated (ha)
760 17535 10920 8504 1084 0
Cropping
Pattern
Rice/gram Rice/gram Rice/gram Rice/gram Rice/gram Rice/gram
Normal
irrigation
Discharge
(m3/s)
1 17 26 15 not
applicable
not applicable
Peak flood
discharge
(Q25) (m3/s)
70 129 127 65 38
Number of
Irrigation
offtakes
13 56 36 51 0 0
Number of
Drainage
Infalls
35 16 18 13 44 23
District Thiruvarur,
Nagapattinam
Thiruvarur,
Nagapattinam
Thiruvarur,
Nagapattinam
Thiruvarur,
Nagapattinam
Thiruvarur,
Nagapattinam
Nagapattinam
Table 1.2: New Structures and Structures to be Reconstructed and Repaired
Type of Structure New Reconstruction Repair
Regulators (Head, Cross and Tail) 4 8 13
Irrigation Head Sluice 2 84 47
Drainage Sluice 2 28 4
Drainage Infall 27 22 14
Drainage Syphon 0 9 3
Irrigation Syphon 0 2 0
Bed Dam/Grade wall 4 1 15
Total 39 154 96
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Project’s Progress
10. All civil works packages have commenced. The overall financial progress of the contracts
up to May 2017 was reported as 11.35%. Contracts for infrastructure improvements and
reconstruction commenced in Vellaiyar (CW3) in June 2016 and in Pandavaiyar (CW4) in
March 2016. The remaining packages commenced construction February 2017;
Harichandranathi (CW1), Adappar (CW2), Valavanar (CW 5), V. Canal & Uppanar
(CW6) and the pumps (CW7) contract. Most packages are progressing (see table below).
The Physical Progress (package-wise) (May 2017) is detailed in Table. 1.3.
Table 1.3 Physical Progress (package-wise) (May 2017)
Sl.No Package Name of works Commenced
construction
Physical
Progress %
1 CW1: Infrastructure Improvements and Reconstruction Works on Harichandranathi from LS 121.142 Km to 160.200
Feb. 2017 7
Km &Lawford Straight Cut from LS 0 to 3.900 Km.
2 CW 2: Infrastructure Improvements and Reconstruction Works on Adappar River from LS 130.236 Km to 169.025 Km
Feb. 2017 10
&Adappar Straight Cut from LS 0 to 2.40 Km.
3 CW 3: Infrastructure Improvements and Reconstruction Works on Vellaiyar River from LS 111.650 Km to 153.650 Km.
June 2016 12
4 CW 4: Infrastructure Improvements and Reconstruction Works on Pandavaiyar River from LS 109.270 Km to 148.020
March 2016 40
Km.
5 CW 5: Infrastructure Improvements and Reconstruction Works on Valavanar Drain from LS 0 Km to 19.300 Km.
Feb. 2017 15
6 CW 6: Infrastructure Improvements and Reconstruction Works on V. Canal and Uppanar
Feb. 2017 20
7 Pumps 1: Design, Supply, Installation, Testing and Commissioning of Various pumping machinery including associated
Feb. 2017 40
electrical, Mechanical and civil works
2. Project’s Environmental Safeguards
11. The project is categorized B as per ADB’s SPS 2009. An initial environment examination
(IEE) was prepared for the project and includes an environmental management plan (EMP)
which describes mitigation measures to be adopted during design, construction and
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operation. Environmental issues identified through initial environmental examination
(IEE) are manageable and a range of proven mitigation strategies exist to address them.
The IEE has assessed all potential environmental impacts associated with the project due
to location, design, construction and operation. There are no environmental impacts which
are significant or complex or which need an in-depth study to assess the impact or to
develop mitigation measures. The environmental impacts identified are manageable, and
the Water Resources Department (WRD) is in process of implementing the project
according the mitigation measures stated in the IEE
12. Mitigation measures have been developed to reduce all negative impacts to acceptable
levels. The mitigation measures are described in the environmental management plan
(EMP).An environmental monitoring plan (EMoP) has also been developed to assess the
environmental performance of each sub-project implementation. The mitigation measures
have been incorporated in project designs and implemented as part of each sub-project.
Most of the mitigation costs are included in the construction costs. Costs for monitoring
and tree planting are not included in the construction cost and are included under the
project management unit (PMU) expenses.
Purpose and Scope of Report
13. The report has been prepared in line with the implementing the IEE and its EMP.The
report documents the implementation of EMP and the results of the Environmental Quality
Monitoring for all the ongoing Civil works package of the Climate Adaptation in Vennar
Subbasin in Cauvery Delta Project (CAVSDP). This report presents the results of the
environmental management and monitoring activities from December 2016 to May 2017.
The report covers the:
a. environmental capacity building activities conducted during the period;
b. Status of compliance with ADB environmental loan covenants and with the
environmental requirements of the Government of Tamilnadu during the report
period;
c. Status of implementation of the environmental mitigation measures during the
report period based on the IEE EMP and corresponding corrective
actions/resolutions; and
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d. Results of the environmental quality monitoring covering the two season data of
four subprojects
14. As agreed with ADB Loan Mission 12 to 19 June 2017, the reports also covers and
annexed the detailed field visit report prepared specifically for compliance with Aid
Memoire concerning sand and earth mining issues.
Approach and Methodology
15. The report has reviewed and monitored the necessary Environmental compliances with
respect to (i) Environmental safeguards (ii) loan covenants and (iii) implementation of
Environmental Management and Monitoring Plan of the ADB approved IEE report for all
packages of the project. The report also referred the Environmental covenants, Initial
Environmental Examination report approved by the ADB and Aid –Memoires prepared by
ADB. The approach and methodology includes the collection of relevant data/
documents/reports including EMP implementation reports received from PMU/PIUs, field
visits reports, Environmental Quality Monitoring Reports and Aid –Memoires prepared by
ADB etc. On the basis of review conducted to strengthened and streamlined the agreed
Environmental compliances. The major tasks undertaken to address the shortfalls
identified and bridging the gaps are as follows.
• During the period all the agreed scheduled tasks carried out including regular
meetings with project staff, regular orientation/training workshops for the
project/field staff and field visits of project implementation sites with site staff for
explaining the safeguard approaches for improving their overall environmental
performance.
• Detailed discussions on the environmental aspects based on Project Agreement for
the contents in the Article-I, Article IV, Schedule 4 and 5 with PMU for framing
the Action Plans also carried out during the period.
• PMU/PIU staff including supervision engineers and contractors’ staffs trainings on
environmental safeguards and monitoring requirements and the tasks to be carried
out by the project authorities in compliance of the agreed project safeguard
documentations.
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• The action plan to be followed in agreement with the project authorities has also
been prepared during the period. Most of the actions have already been initiated by
the project authorities during the reporting period.
EMP Implementation and Monitoring Arrangements
16. The PMU is located in the WRD Regional Office in Trichy under a full time Project
Director (PD), of chief engineer rank, with overall responsibility for execution of the
project. The PMU and the three PIUs have been established in Thiruvarur, Nagapattinam,
and Thiruthuraipoondi. Two additional PIUs have also been formed to support the
supervision of the construction works i.e. (i) Thanjavur-Cauvery and (ii) Thanjavur-
Vennar. While the PMU is headed by a Project Director the PIUs is overseen by the
respective executive engineers (EE). The core functions of the PMU is to (i) design and
planning, (ii) procurement of goods, works and services, (iii) contract supervision and
quality assurance control, (iv) project finance management, (v) implementation of
environmental and social safeguards, and (vi) program monitoring and evaluation.
17. During the implementation stage the contractor and project management unit (PMU) and
PIUs is responsible for the implementation of environmental management plan and
environmental commitments made to regulatory agency, lending agency and stakeholders.
As per project approved IEE the roles and responsibility of SDO/WRD Staff attached to
the PMU, AEEs/AEs assigned for environmental monitoring in the PMU/PIUs and
environmental specialist of project implementation consultants supporting the PMU and
PIU are given in Table 2.1. Execution of the EMP, is the combined responsibility of WRD,
consultant and contractor. The day to day environmental monitoring and supervision is
required to be done by the Site Engineers (Assistant Engineers/ Junior Engineers of WRD)
in consultation with the SDO of PMU and Environmental specialist.
Table 2.1: Responsibility of Environmental Safeguards Staff and Specialist of PMU
Agency Responsibility
Water Resource Department/
Project Management Unit
(PMU)
• Ensure implementation of Environmental Management Plan
• Ensure quarterly progress reports of the contractors to be submitted to the PIU/PMU will also describe implementation of environmental management plan
• Prepare monitoring reports to Asian Development Bank
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Project Implementation Consultants
• Assisting PMU and PIU staff assigned for environmental management in overall implementation of EMP
• Review of periodic reports on EMP implementation and advising Project Manager in taking corrective measure.
• Conducting periodic field inspection of EMP implementation
• Assisting environmental officer of PMU reporting various stakeholders (Asian Development Bank, Regulatory bodies) on status of EMP implementation
• Preparing environmental training program and conducting the same for field officers and engineers of WRD and contractor
Contractors CW-1,CW-2, CW-3,CW-4,CW-5 & CW-6
• Monitor and measure the progress of implementation of environmental management plan and monitoring plan suggested in the IEE during the project execution
• Ensure quarterly progress reports submitted to the PIU/PMU describing implementation of environmental management plan
• Responsible for the implementation of environmental management plan and environmental commitments made to regulatory agency, lending agency and stakeholder.
•
WRD PIUs
Thiruvarur
Nagapattinam,
Thiruthuraipoondi
Thanjavur-Cauvery
Thanjavur-Vennar.
• Day to day environmental monitoring and supervision will be done by the Site Engineers (Assistant Engineers/ Junior
Engineers of WRD) in consultation with the
•
•
Environmental specialist.SDO of PMU monitor and measure the progress of implementation of environmental management plan and monitoring plan suggested in the IEE
Ensure quarterly progress reports of the contractors to be submitted to the PIU/PMU will also describe implementation of environmental management plan
• Site visits to verify the implementation of environmental management plan and monitoring plan suggested in the IEE & compliance of quarterly report
• Responsible for ensuring the implementation of environmental management plan and environmental commitments made to regulatory agency, lending agency and stakeholder.
and regulatory authority
• Responsible for ensuring the implementation of environmental management plan and environmental commitments made to regulatory agency, lending agency and stakeholder.
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18. As far as the EMP implementation monitoring is concerned the PMU with support from
the PIU engineers is required to monitor and measure the progress of implementation of
environmental management plan and monitoring plan suggested in the IEE. The quarterly
progress reports of the contractors to be submitted to the PMU will also describe
implementation of environmental management plan. The officer of WRD designated for
safeguards officer in the PMU and environmental specialist will make site visit to verify
the compliance of quarterly report. Semi environmental monitoring reports will be
prepared by the PMU and submitted to ADB . The contractor will report on
implementation of the EMP in their monthly progress reports to be submitted to the PMU.
Status of Compliance
19. The project loan agreement requires the EA to ensure, that the preparation, design,
construction, implementation, operation and decommissioning of the Project facilities
comply with (i) all applicable laws and regulations of the Borrower and the State relating
to environment, health, and safety; (ii) the Environmental Safeguards; and (iii) all
measures and requirements set forth in the IEE and the EMP, and any corrective or
preventative actions set forth in a Safeguards Monitoring Report.
Compliance with Statutory Environmental Requirements
20. The IEE prepared for the project had identified the Environmental regulatory requirements
of the project under taken by WRD. In compliance to statutory and regulatory
environmental requirements for the Government of India and the Government of Tamil
Nadu , the following procedures specified in the Table 3.1 of different stages are complied
or bring complied.
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Table 3.1 Compliance with Statutory Environmental Requirements
S.
No.
Relevant Govt.
Notifications /
Rules
Compliance requirement
under the Rule
Assessment of Compliance status with Statutory Environmental Requirements
CW-1 CW-2 CW-3 CW-4 CW-5 CW-6
1. EIA
Notification
2006 and
amendments.
According to the notification
of 2006 under sub-rule (3) of
rule 5 of the EPA, 1986,
powers conferred by sub-
section (1) and clause (v) of
sub-section (2) of section 3 of
the Environment (Protection)
Act, 1986, read with clause
(d) of sub-rule (3) of rule 5 of
the Environment (Protection)
Rules, 1986 construction of
new projects or activities or
the expansion or
modernization of existing
projects or activities listed in
the Schedule to the
notification entailing capacity
addition with change in
Complied. The CAVSCDP project received the Ministry of Environment and Forest’s
letter on environmental clearance dated 3rd June 2016.(Annex-1) The project was
considered by Expert Appraisal Committee (EAC) for River Velley & Hydroelectric
Power projects in its 94th meeting held during 2-3rd June,2016.The EAC noted that the
proposed activities includes repair and rehabilitation of the existing damaged structures
like regulators, Irrigation head sluices, Drainage sluices, Drainage infalls, Drainage
Syphons, Bed Dams, Grade walls etc and No additional command area is envisaged
through the proposed works. The EAC after detailed deliberations mentioned that the
proposed activities in the project are being undertaken only for improvement and
modernization and therefore does not fall under the purview of EIA Notification, 2006
and its subsequent amendments. Hence ,the project does not require Environmental
Clearance. However, Project proponent has to obtain CRZ Clearance (if required) as
some of the existing structures to be repaired and rehabilitated fall in CRZ area.
19
process and or technology will
only be undertaken after the
prior environmental clearance
from the Central Government
or as the case may be, by the
State Level Environment
Impact Assessment Authority
as the case might be.
2. CRZ
Notification
2011
The Coastal Regulatory Zone
Notification 2011 under
Environment (Protection) Act,
1986 gives power to central
government/state government
to conserve and
protect/prevent coastal
stretches, its unique
environment and its marine
area and to promote
development through
sustainable manner based on
scientific principles taking
Complied. Under the Coastal Regulation Zone (CRZ) Act, the district CRZ committee
granted its clearance on 25 February 2016 and state-level clearance has been received for
the CAVSCDP project vide letter dated 08/08/16 subject to the specific conditions.
Reference-Proceeding of the Member Secretary TNSCZMA & Director of Environment,
Chennai-15 Proc.No.P1/445/2016/dt: 08.08.2016. (Annex-2)
The copy of the same with necessary instructions has also been provided through PMU to
all project concerned. (Annex-3)
20
into account the dangers of
natural hazards in the coastal
areas, sea level rise due to
global warming. This
notification also declares the
costal stretches of the country
and the water area up to its
territorial water limits.
3. Forest
(Conservation)
Act, 1980 and
amendments
and rules there
in- Forest
Clearance for
felling of forest
trees
This act provides guidelines
for conservation of forests and
diversion of forest land for
non-forest use. The law also
states guidelines on de-
reservation of various
categories of forests for
diversion of forest land. This
law describes the penalty for
contravention of the
provisions of the act and the
restrictions on the de-
reservation of forests or use of
forest land for non-forest
Complied. The Current proposal with Forest department is for Pandavaiyar river (17447)
and Vellaiyar River (11993) and for Total 29440 tress and enumeration of teak trees in
Harichandranadi and Adappar.
The Chief Conservator of Forest Received the order on 28th Nov. 2016 to remove the
tress in Vellaiyar and Pandavaiyar. Significant progress has been made by Forest
Department (FD) to remove FD trees in Pandavaiyar and Vellaiyar, (as on date total
25,715 trees removed by forest deparment )For others rivers the enumeration process by
the forest dept. is underway.(Annex 4 Status of Forest Tree Cutting and Enumeration )
For the revenue trees the tree removal is required to be carried out by WRD after
inspection verification and permission of RDO. For Pandavaiyar and Vellaiyar WRD
receiving the RDO permissions and is in process of auctioning and disposal. For
remaining the process starts after completion of the WRD valuation of trees by other
departments (If the tree is of horticulture value, the Horticulture Department needs to
21
purpose.
Teak trees planted by the
forest department on the
embankment of the
rivers/canal/channels are
under the Forest
(Conservation) Act, 1980;
hence the forest department’s
permission will be required
before felling of teak trees.
Trees not planted by the forest
department and required to
fell will need prior permission
from the revenue department
of the Government of Tamil
Nadu
give its value. If the tree is big, the FD needs to give WRD in valuing it.) (Annex.5
Status of WRD Trees )
4. Air (Prevention
and Control of
Pollution) Act,
1981,and
amendments
Water
Requires No Objection from
pollution Control Board –
Consent to Establish hot mix
plant, wet mix plant, Diesel
Being Complied. The Contractor of CW-1 received the Consent to Operate for
Aalathampadi Village 50 cubic meter/day capacity ready mix concrete plant under Air
(Prevention and Control of Pollution) Act, 1981,and amendments Water (Prevention and
Control of Pollution)Act, 1974 and amendments vide Tamilnadu Pollution Control Board
22
(Prevention and
Control of
Pollution)Act,
1974 and
amendments -
Generator set etc. Consent order no. 170519285274 dated 30/05/17 and Consent order no. 170529285274
dated 30/05/17. No batching plant, mix plants are operated in other civil packages.
5. The Motor
Vehicle Act,
1988 and
amendments
and rules
therein.-
Requires Pollution under
Control Certificate (PUC) of
all construction vehicles
Complied. The contractors of ongoing packages maintaining the records of the Vehicle
Emissions Test certificates received from the testing centers in the Form (Computerized
Emission Test Certificate ) Rule 116 (B) (10) C Authorized by the Tamilnadu Transport
Department. (Annex.7 Emission Test Certificates.)
7. Noise Pollution
(Regulation &
Control)Rules
,2000
Compliance with Ambient
Noise Standards in accordance
to land use of the area
Detailed Seasonal Noise quality measurements/monitoring is in place for all contracts
using a weighted sound pressure level meter. The noise quality monitoring is being
carried out in calm surroundings. Sound Pressure Level (SPL) measurement in the
outside environment is being made using sound pressure level meter. The noise levels are
being monitored seasonally continuously for a day time for 6 AM to 9 PM at each
location and hourly equivalent noise levels are being measured. The ambient noise level
monitoring results, which were observed during the quality monitoring at various
sampling locations presented under quality monitoring. The monitoring was carried out in
day time, at sampling locations, where ambient air quality monitoring was carried out.
Construction techniques and machinery creating minimal sound disturbance that remains
always within the permissible limits.
23
Compliance Status with the Environmental safeguards Covenants stipulated in the
Loan Agreement
21. According to the loan agreement, EA has to ensure the compliance of the
Environmental Safeguards related covenants stipulated in the Loan agreement. The
project has been planned, designed, and being implemented in complying with the other
conditions of the loan agreement. The Environmental safeguards related Covenants
compliance requirements as per the Loan Agreement and its compliance status is
summarized and presented in Table 3.2.
Table 3.2 Environmental Compliance Requirements as per Agreement and Present Status
S.No. Loan Agreement
Reference
Environmental Compliance
Requirements
Compliance
Status
1 Schedule 5, item 4 of
Loan Agreement
Safeguards and Social
Environment
The Borrower shall ensure, or cause the EA to
ensure, that the preparation, design, construction,
implementation, operation and decommissioning of
the Project facilities comply with (i) all applicable
laws and regulations of the Borrower and the State
relating to environment, health, and safety; (ii) the
Environmental Safeguards; and (iii) all measures and
requirements set forth in the IEE and the EMP, and
any corrective or preventative actions set forth in a
Safeguards Monitoring Report.
Complied
with all
three
items.
2 Schedule 5, item 7 of
Loan Agreement
Human and Financial
Resources to
Implement Safeguards
Requirements
The Borrower shall make available, or cause the EA
to make available, all necessary budgetary and
human resources to fully implement the EMP, the RP
and the IPP if and as required.
The EA shall designate at least one expert each to
supervise implementation of the EMP, and the RP.
Complied.
3 Schedule 5, item 8 of
Loan Agreement
Safeguards – Related
Provisions in Bidding
Documents and Works
Contracts
The Borrower shall, or cause the EA to ensure, that
all bidding documents and contracts for Works
contain provisions that require contractors to:
(a) comply with the measures and requirements
relevant to the contractor set forth in the IEE, the
EMP, and the RP and the IPP as applicable (to the
Complied.
24
extent they concern impacts on affected people
during construction), and any corrective or
preventative actions set out in a Safeguards
Monitoring Report;
(b) make available a budget for all such environmental
and social measures;
(c) provide the WRD with a written notice of any
unanticipated environmental, resettlement or
indigenous peoples risks if any, or impacts that
arise during construction, implementation or
operation of the Project that were not considered in
the IEE, the EMP, and the RP or the IPP if any;
(d) adequately record the condition of roads,
agricultural land and other infrastructure prior to
starting to transport materials and construction; and
(e) fully reinstate pathways, other local infrastructure,
and agricultural land to at least their pre-Project
condition upon the completion of construction.
Before starting
the works, the
road conditions
and agriculture
land were
recorded and
they will be
reinstated after
completion of all
works.
4 Schedule 5, item 9 of
Loan Agreement
Safeguards Monitoring
and Reporting
The Borrower shall do, or cause the EA to do, the
following:
(a)submit semi-annually Safeguards Monitoring
Reports (one each for the resettlement and
environment matters) to ADB and disclose relevant
information from such reports to affected persons
promptly upon submission;
(b) if any unanticipated environmental and/or
social risks and impacts arise during construction,
implementation or operation of the Project that
were not considered in the IEE, the EMP, and
9d)the RP or the IPP as applicable, promptly
inform ADB of the occurrence of such risks or
impacts, with detailed description of the event and
proposed corrective action plan;
(c) no later than award of
Complied.
This is
Second
report
covering the
period
December
2016 to May
2017. In case of RP detailed report is given in QPR for RP.
25
Workscontract/commencement of land acquisition
and resettlement activities under the Project engage
a qualified and experienced external expert or
NGO under a selection process and terms of
reference acceptable to ADB, to verify information
produced through Project monitoring process, and
facilitate the carrying out of any verification
activities by such external expert/NGO for the
Project; and
(d)report any breach of compliance with the
measures and requirements set forth in the EMP,
and the RP or the IPP if any, promptly after
becoming aware of the breach.
5 Schedule 5, item 10 of
Loan Agreement
Prohibited List of
Investments
The Borrower shall ensure, or cause the EA to
ensure, that no proceeds of the loan under the Project
are used to finance any activity included in the list of
prohibited investment activities provided in
Appendix 5 of the SPS.
Complied.
26
6 Schedule 5, item 11 of
Loan Agreement
Labor Standards
The Borrower, State, and WRD shall ensure that
Works contracts under the Project follow all
applicable labor laws of the Borrower and the State
and that these further include provisions to the effect
that contractors; (i) carry out HIV/AIDS awareness
programs for labor and disseminate information at
worksites on risks of sexually transmitted diseases
and HIV/AIDS as part of health and safety measures
for those employed during construction; and (ii)
follow and implement all statutory provisions on
labor (including not employing or using children as
labor, equal pay for equal work), health, safety,
welfare, sanitation, and working conditions. Such
contracts shall also include clauses for termination in
case of any breach of the stated provisions by the
contractors.
Complied. i) Six
HIV/AIDS programme were conducted in this quarter for Adappar, Vellaiyar, Pandavaiyar & Harichandra nathi
ii) Very meager number of women labour from local are engaged for curing purpose. No women labour halt at labour camp. Drinking water, sanitarium facilities, first Aid Box, medicines and safety equipments such as helmets, gloves, shoes are provided for labors.
27
Compliance with ADB’s Environmental Safeguards
22. As per SPS 2009, ADB’s Environmental Safeguard Requirements are one of the
safeguard requirement that borrower/client has required to meet. These requirements
include assessing impacts, planning and managing impact mitigations, preparing
Environmental assessment reports, disclosing information and undertaking consultation,
establishing a grievance mechanism, and monitoring and reporting.
23. These also include particular Environmental safeguard requirements pertaining to
biodiversity conservation and sustainable management of natural resources, pollution
prevention and abatement, occupational and community health and safety, and
conservation of physical cultural resources. The applicability of particular requirements
is established through the Environmental assessment process and compliance with the
requirements is achieved through implementation of Environmental management plans
agreed to by ADB and the borrower/client. The compliance status of ADB’s
Environmental Safeguards is summarized and presented in Table 3.3.
Table 3.3. Compliance Status of ADB’s Environmental Safeguards
S.No. ADBs Safeguard
Requirements
Compliance Requirement Status
1. Environmental
Assessment
Identify potential
Environmental impacts on
various resources and
determine its significance in
consultation with all
stakeholders.
The project is categorized B as per
ADB’s SPS 2009 .Environmental assessment of the proposed investments
was carried out following ADB’s Environmental Policy, 2002;
Environmental Assessment Guidelines,
2003. An initial environment
examination (IEE) was prepared for the
project. The Summary IEE (SIEE)
outlines key aspects of the project
components, Environmental benefits
and negative impacts, proposed
mitigation measures, and an
Environmental Management Plan
(EMP). Public consultation was also
carried out during the project and IEE
preparation.
2. Environmental
Planning and
Management
The borrower/client will
prepare an Environmental
Management Plan (EMP) that
The client has prepared an EMP
addressing the potential impact and
risks, suggesting mitigation measures
28
addresses the potential impacts
and risks identified by the
Environmental assessment.
Mitigation measures have been
developed to reduce all negative
impacts to acceptable levels. The
mitigation measures are described in
the environmental management plan
(EMP) of IEE.
3. Information
Disclosure
The borrower/client will submit
to ADB the following
documents for disclosure on
ADB’s
website:
(i) a draft full EIA (including
the draft EMP) at least 120
days prior to ADB Board
consideration, and/or
environmental assessment and
review frameworks before
project appraisal, where
applicable;
(i) the final EIA/IEE;
(i) a new or updated EIA/IEE
and corrective action plan
prepared during project
implementation, if any; and
(iv) the environmental
monitoring reports.
Complied. All relevant project
documents are under public disclosure
including the environmental monitoring
reports.
4. Consultation and
Participation
The borrower will carryout
consultation with AP and other
stakeholders. The consultation
process and its Results are to be
documented and reflected in the
Environmental Assessment
Report.
Public Consultations were carried out
during assessment and are documented
and reflected in the assessment report
i.e. in the IEE.
During the reporting period also public
consultations are regularly being
conducted by the PIU and Contractors
staff, the Social Report also covers the
specific details.
5. Grievance
Redress
Mechanism
The borrower/client will
establish a mechanism to
receive and facilitate resolution
of affected peoples’ concerns,
complaints, and grievances
Grievance Redress Mechanism has
been established to receive and
facilitate resolution of affected peoples’
concerns, complaints, and grievances
about the project’s Environmental
29
about the project’s
Environmental Performance.
Performance. The format for the
Environmental Safeguards- Complaint
Register to be maintained at PIU/PMU
level along with the Sample grievance
form has been prepared and provided
and necessary instruction regarding the
same were shared with PMU and with
PIUs through PMU. vide PMU Ltr No
.DB/F-11/2016/ dated: 31-08-2016 for the GRM including the relevant
forms. So far, no environmental
safeguard complaint received in GRC.
No Environmental safeguards
related grievance received so far.
6. Monitoring and
Reporting
The borrower/client will
monitor and measure the
progress of implementation of
the EMP.
This Second environmental monitoring
report covering the period December
2016 to May 2017 is being submitted.
7. Unanticipated
Environmental
Impacts
Where unanticipated
Environmental impacts become
apparent during project
implementation, the
borrower/client will update the
Environmental assessment and
EMP.
No unanticipated Environmental
impacts encountered.
30
8. Biodiversity
Conservation and
Sustainable
Natural Resource
Management
The borrower/client will assess
the significance of project
impacts and risks on
Biodiversity and natural
resources as an integral part of
the Environmental assessment
process.
Environmental issues identified
through initial environmental
examination (IEE) are manageable and
a range of proven mitigation strategies
exist to address them. The IEE has
assessed all potential environmental
impacts associated with the project due
to location, design, construction and
operation. There are no environmental
impacts which are significant or
complex or which need an in-depth
31
study to assess the impact or to develop
mitigation measures.
9. Pollution
Prevention and
Abatement
The borrower/client will apply
pollution prevention and
control technologies and
practices consistent with
international good practice, as
reflected in internationally
recognized standards.
Air emission during construction stage,
may possibly be arises from operation
of construction vehicles, equipment,
haulage of material and earth, dust
generation from earth work. The
resection of river and construction of
embankment are throughout all 6 rivers
namely, Pandavayar, Velleiyar,
Harichandranadi, Adappar,
Vedhanarayam and Valvanar. The
cumulative lengths of all six rivers are
235 km. The construction of
embankment will generate dust but it
will be localized to the construction site
and may have little impact due to
generation of dust in residential,
commercial and sensitive location like
schools. These locations are already
identified and regular sprinkling of
water on exposed earth has already
been suggested and also under practice
by the contractors. These residential
areas are adjacent to the boundary of
the rivers. The impacts are not
significant or equivalent to the dust
generated in agricultural land during
ploughing.
The mitigation measures for
suppression of dust near the residential,
commercial and area of socially
important places like temples and
churches are required through
30
sprinkling of water on exposed working
areas. (The transportation of silt is
required to be done in covered trucks.
Annex.11) Regular checking of
pollution emission from the
construction vehicles exhaust is being
done from the authorized agency and
relevant Pollution under Control (PUC)
certificates obtained. (Annex.7)
Noise generation during construction
stage arises from operation of
construction vehicles, equipment,
haulage of material and earth. The
impacts are not significant and is
limited to construction hours in day
time only.
The mitigation measures includes
proper maintenance of construction
vehicles so that it do not generate noise
while operation. The use of pressure
horn in the habitation area must be
avoided. No horn signage are provided
near the schools.
10. Health and Safety The borrower/client will apply
preventive and protective
measures consistent with
international good practice, as
reflected in internationally
recognized standards
Preventive and protective measures are
being applied with good practices.
Safety Manual and celebration of
Safety and Quality day is required to be
in practice by the contractors.
All contractors of CW-1,CW-2,CW-
3,CW-4,CW-5 & CW-6 are engaging
local lobour wherever the local labours
are available and they already
31
encouraged to recruit local people as
labourer at least for unskilled and semi-
skilled jobs. This practice of engaging
local labourer automatically reduced
the magnitude of impact expected due
to outside labour. In all the contract
packages there are very limited
numbers of outside laboures and for
their accommodation the contractors
already rented houses/buildings with all
necessary facilities like water,
electricity, toilet etc in the nearby
villages of the construction site. The
package wise details of the Contractors
rented houses as permanent lobour
camp is attatched as Annex 10b.
Apart from that the contractors
provided temporary shades near work
areas treated as resting places near the
construction sites which are generally
used by the labours as a resting shadow
place during lunch hours.
All labours are provided with
safety equipments such as helmets,
gloves, working shoes/boots etc and
they are enforced to wear the required
safety equipments.
32
11 Physical Cultural
Resources
The borrower/client is
responsible for siting and
designing the project to avoid
significant damage to physical
cultural resources.
There is no archaeological site within
or near the proposed project sites. Any
chance finding will be taken care
according to Archaeological Survey of
India. These chance finds can be ruined
structures under the ground. This is not
expected because there no deep
excavation involved.
33
Compliance with Project Environmental Management Plan
24. The Project activities includes upgrading of the irrigation system which comprise re-
sectioning of river/canals, rehabilitation of embankments, de-silting of river bed,
construction of new, or rehabilitation of old, or reconstruction of head regulators, cross
regulators, drainage outfalls, irrigation outfalls and infalls on the Harichandranadi,
Adappar, Pandavaiyar,Vedhanarayam ,Vellaiyar rivers and Valavanar River/Drain in
the Vennar system. Environmental issues identified through initial environmental
examination (IEE) are manageable and a range of proven mitigation strategies exist to
address them.
25. The IEE has assessed all potential environmental impacts associated with the project
due to location, design, construction and operation. There are no environmental impacts
which are significant or complex or which need an in-depth study to assess the impact
or to develop mitigation measures. Mitigation measures have been developed to reduce
all negative impacts to acceptable levels. The mitigation measures are described in the
environmental management plan (EMP).An environmental monitoring plan (EMoP) has
also been developed to assess the environmental performance of each sub-project
implementation. The mitigation measures have been incorporated in project designs
and implemented as part of each sub-project (package). Most of the mitigation costs are
included in the construction costs. Costs for monitoring and tree planting are not
included in the construction cost and are included under the project management unit
(PMU) expenses. The contractors entrusted to strictly implement the EMP along with
the implementation of the project. The mitigation measures suggested in the EMP and
its implementation status are presented in Table 3.4.
Table 3.4. Compliance Status with Environmental Management Plan (EMP)
S.No Project
Activity
Mitigation Measure Status of Implementation
1 Approvals
and No
Objection
Certificate
Obtain CRZ Clearance
Obtain Approval from Forest Department
and Revenue Department for Felling of
Trees. If required update the IEE and EMP
following approvals.
Under the Coastal Regulation
Zone (CRZ) Act, the district CRZ
committee granted its clearance on
25 February 2016 and state-level
clearance has been received for the
34
CAVSCDP project vide letter
dated 08/08/16 subject to the
specific conditions.
The Chief Conservator of Forest
Received the order on 28th Nov.
2016 to remove the tress in
Vellaiyar and Pandavaiyar.
2 Selection of
Construction
Camp for site
office and
storage of
material,
parking of
vehicles and
Workers
Camp for
labour to stay
during non-
working
hours.
Since establishment of construction, camp
and labour camp are the decision of
contractor. Selection of Construction camp
and workers’ camp away from the
habitation area, Contractor to provide safe
drinking water as per IS 10500 standards for
drinking water.
Provide sanitation for male and female
workers.
Collection and disposal of solid waste of the
worker’s camp
Being Complied. All contractors
of CW- 1,CW-2,CW-3,CW-4,CW-
5 & CW-6 are engaging local
lobour wherever the local labours
are available and they already
encouraged to recruit local people
as labourer at least for unskilled
and semi-skilled jobs. This
practice of engaging local labourer
automatically reduced the
magnitude of impact expected due
to outside labour. In all the
contract packages there are very
limited numbers of outside
laboures and for their
accommodation the contractors
already rented houses/buildings
with all necessary facilities like
water, electricity, toilet etc in the
nearby villages of the construction
site. The package wise details of
the Contractors rented houses as
permanent lobour camp is
attatched as Annex 10b.
Apart from that the contractors
provided temporary shades treated
35
as resting places near the
construction sites which are
generally used by the labours as a
resting shadow place during lunch
hours.
3 Identification
of borrow
pits and
quarry area
Selection of Borrow pits for earth should be
away from residential area, sensitive
location, and local roads. Before selection
of borrow area, the contractor will take
written consent from the environmental
officer of PMU.
Selection of sand, stone and other quarry
material will be only government-approved
sites only.
Being Complied. The specific
details covered under detailed
sand, stone, gravel other quarry
materials and earth mining
compliance chapter. (Annex.9)
4 Intervention
with Utility
The contractor will identify water supply
pipes, electrical poles, cables, access roads,
and bridges and prepare plans for shifting or
reconstruction.
EB poles are also within the
construction right of way and
impeding works’ progress. The
status of EB pole removal is in
(Annex. 6)
Construction Stage
Ambient Air Quality and Noise
10 De-silting
and resection
of river
Dust suppression by sprinkling of water
Provide dust curtain or geotextile membrane
to cover soil.
Being Complied. Dust depretion is
done by separe equipment of water
sprinkler lorries. All earth & sand
transport tracks are provided with
geotextiles membrane including
for rental tracks. All contractors
have followed the system according
to the environmental requirements.
11 Transportatio
n of
construction
material,
borrow earth
and river silts
Provide covered transportation of material
and earth,
Avoid haulage rout in residential area and
sensitive locations
12 Operation of
construction
Maintenance of vehicles and equipment as
per manufacturers guidelines and monitor
Being Complied. Separate areas are allotted for parking equipments.
36
equipment’s
and vehicles
emissions of the vehicles and equipment
13 Quarrying
and
borrowing of
earth for
construction
of
embankment
and road
Quarrying of sand, stone and aggregates
will only be from the government approved
and WRD identified location in bill of
quantity.
Operation and Rehabilitation of borrow
area as per the Madras Detailed Standard
Specification and Environmental Code of
Practices. Arrangement for locating the
source of supply of material for
embankment and sub-grade as well as
compliance to environmental requirements,
as applicable , shall be the sole
responsibility of the contractor.
The environmental personnel attached to
WRD shall be required to inspect every
borrow area location prior to approval.
The borrow areas shall be atleast 500m
from schools and village access roads
The Contractor shall not borrow earth from
the selected borrow area until a formal
agreement is signed between land owner
and Contractor and a copy of this agreement
is submitted to the concerned officer of
WRD/Supervision Consultant.
Planning of haul roads for accessing borrow
materials shall be undertaken during this
stage. The haul roads shall be routed to
avoid agricultural areas. In case agricultural
land is disturbed, the Contractor shall
rehabilitate as approved by the WRD/
Supervision Consultant and pay
compensation for loss of cultivation to the
Being Complied. The specific
details covered under detailed sand
and earth mining compliance
chapter.
37
users as per terms and conditions of the
resettlement plan
Haul roads shall be maintained throughout
the operation period of the borrow areas by
undertaking the required maintenance and
repair works, which may include
strengthening, pothole repairing and
diversions. Improvements shall be done to
reduce inconvenience to users of these
roads, residents living along the haul roads
and minimize air and water pollution.
Such measures shall include, but not limited
to, frequent sprinkling of water, repairing of
the road, road safety provisions (warning
and informatory signage, flagmen etc.), and
ensuring covering of loaded vehicles by
waterproof tarpaulin; consultation with
public and special precautions are required
when measures are implemented near
schools, health centers and settlement areas.
All borrow areas whether in private,
community or govt. land shall be restored
either to the original condition or as per the
approved by WRD/ Supervision Consultant.
Soil Environment
14 Standardisati
on of
embankment
and desilting
of river and
construction
of road on
one side
embankment.
After cutting and filling embankment will
be immediately stabilized
Avoid de-silting within the flow of water.
Encourage utilisation of river silt in
gardening and other agricultural purpose
identified in consultation with farmers.
Disposal of silt and sand from the Vellaiyar,
Lawford, Adappar and Uppanar straight cut
Being Complied. The progress of desalting works are as below.
Vellaiyar – 12.000 KM
Pandavaiyar-20.000 KM
Valavanar – 15.400 KM
Adappar-NIL
Harichandranathi – NIL
V.Canal – 3.500 KM
(Dredging)
38
Operation of
borrow pits
and
transportatio
n of material
which will be quite saline will be disposed
or stored near the embankment of the
straight cut (in area of similar saline
condition)
15 Disposal of
construction
debris
Prohibition of throwing of construction
debris in any sites other than the designated
disposal sites identified at the detailed
design stage The metallic waste will be
recycled through vendors.
Being Complied. The construction
debris and wastages are disposed by
dumping them into low lying area
which are located atleast 1 KM
away from the village hamlets.
Water Resource and Quality
16 Resection
and de-silting
of river
Construction
of tail-end
regulators
(TERs),
Irrigation
head sluices,
drainage
infalls,
syphons, Bed
dam, Grade
dam,
Chance
spillage of
oil, grease
from heavy
machinaries,
construction
vehicles and
equipments
Since the most of the construction work will
take place in the lean season so mitigation
measure of avoidance of de-silting within
the flow of water will minimise soil erosion
and increase in turbidity in the downstream.
Provide impermeable platform for storage
and handling of oil and grease.
Being Complied. All resectioning
of rivers and construction works are
taking place only in the lean season
to avoid soil erection. By providing
impermeable platforms, the spilling
of oil wastages from heavy
machineries is managed to avoid
the increase in turbidity.
Biological Environment
17 Clearance
and grubbing
of site for
The removal of the cut trees by the forest
department will be taken away by the forest
department and it will be stored and later
Being Complied. Forest department
is taking action to plant
compensation trees.
39
construction
of
embankment
sold by the forest department according to
their rules. The trees which are not planted
by the forest department will be cut and
removed by the contractor on permission of
district revenue officer.
Compensatory Plantation of 10:1 ratio
meaning plantation of 10 trees in lieu of
felling of 1 tree.
Forest Department will cut those trees
which are planted by the forest department
and its compensatory plantation will be done by
the forest department.
Other trees which are not planted by the
forest department, WRD will do the
compensatory plantation..
WRD will plant such compensatory
plantation along the embankment of the
rivers/ canal/ drains
Identification of land and cost for forest
department will be done as per The Forest (
Conservation) Act, 1980.
WRD is taking action to plant the
compensatory WRD trees through the
environmental wing of WRD to whom
necessary funds have been allotted.
Occupation Health and Safety
18 Occupational
Health and
Safety of
labours at
construction
site and
Labour
camps
Provide personal protective equipment to
the labours.
Ensure the labours are trained to work on
the specific project.
For untrained labour – training should be
provided before permission to work on the
site.
The contractor shall provide, if required,
erect and maintain necessary (temporary)
living accommodation and ancillary
facilities during the progress of work for
labour to standards and scales approved by
Being complied. All contractors
are using Provide personal protective
equipment to the labours during the
work. Some of the visited
temporary sheds near by the
construction sites generally treated
as resting places, used by the
labours as a resting shadow place
during lunch hours and most of
the labours are locally hired and
very few are outside labours and
accommodated in the permanent
40
the Engineer- In charge.
Contractor shall follow all relevant
provisions of the Factories Act, 1948 and
the Building & other Construction Workers
(Regulation of Employment and Conditions
of Service) Act, 1996 for construction &
maintenance of labor camp.
Construction camps shall not be proposed
within 1000m or sufficiently away from
nearest habitation to avoid conflicts and
stress over the infrastructure facilities, with
the local community. The location, layout
and basic facility provision of each labour
camp shall be submitted to Engineer prior to
their construction.
Safety and sanitation facility should be
provided in the labour camp.
Uncontaminated water shall be supplied to
the construction workers at labour camps.
The contractor shall arrange for - a readily
available first aid unit including an adequate
supply of sterilized dressing materials and
appliances as per the Factories Rules in
every work zone, Availability of suitable
transport at all times to take injured or sick
person(s) to the nearest hospital
Always maintain a fully equipped first aid
box in the construction camp. Proper waste
management system must be enforced in
the camp. So that waste is not haphazardly
disposed of.
building rented by the contractors
in nearby villages. The team also
visited the rented houses in
Manakudi Village for CW-1 and
Pamani Village rented house for
CW-2. The contractor’s rented
houses details used as permanent
accommodation is part of the visit
report.
Community Health and Safety
19 Construction
activity of
Provide information about the construction
schedule and construction activity
Being Complied. All contractors have placed sign boards, certain boards wherever necessary.
40
excavation
and
closur
e of road
Barricading construction site
Display signage of diversion at construction
road on embankment in consultation with
local authority like traffic polish, WRD and
local community.
The demolition of existing food bridges
required for this project will be done after
construction of new foot bridges.
Socio-economic Impacts
20 Re-
sectioning
and
standardisati
on of
embankment
The community property resources like
cremation ground and Dhobi Ghats will be
re-established in consultation with
community as per the Resettlement Plan.
Being Complied. One of the
contractor already re-established
one of the crematoria near
eriyangudi (144 LB CW-3
package) during implementation of
the work.
Chance Findings
21 Any
construction
activity
While excavating or dismantling any
structure if any fossils, coins, articles of
value / antiquity and remains of
archaeological interest discovered on the
site the contractor shall immediately stop
work and inform the engineer from WRD.
The Contractor shall take reasonable
precautions to prevent his workmen or any
other persons from damaging or removing
any such articles. All work shall be stopped
and WRD shall seek the direction of
Archaeological Survey of India (ASI)
before contractor recommences the work
Being Complied. All concerned
contractors of CW-3 and CW-4
packages have been informed that
while excavating or dismantling
any structure if any fossils, coins,
articles of value / antiquity and
remains of archaeological interest
discovered on the site the
contractor shall immediately stop
work and inform the engineer from
WRD.
The Contractor shall take
reasonable precautions to prevent
his workmen or any other persons
from damaging or removing any
such articles. All work shall be
stopped and WRD shall seek the
direction of Archaeological Survey
of India (ASI) before contractor
recommences the work
41
Environmental Monitoring of the project
26. The IEE has identified the Environmental issues likely to be occurred during the
implementation of the project. Environmental issues identified through initial
environmental examination (IEE) are manageable and a range of proven mitigation
strategies exist to address them. The IEE has assessed all potential environmental
impacts associated with the project due to location, design, construction and operation.
There are no environmental impacts which are significant or complex or which need an
in-depth study to assess the impact or to develop mitigation measures. Mitigation
measures have been developed to reduce all negative impacts to acceptable levels. The
mitigation measures are described in the environmental management plan (EMP).An
environmental monitoring plan (EMoP) has also been developed to assess the
environmental performance of each sub-project implementation.
27. The mitigation measures proposed have been incorporated in project and implemented
as part of each sub-project. Most of the mitigation costs are included in the construction
costs. Costs for monitoring and tree planting are not included in the construction cost
and are included under the project management unit (PMU) expenses.. Similarly, the
impacts during the construction activities are now being regularly monitored and the
shortcomings observed during the field visits have been communicated to all concerned
with the for remedial measures.
28. During the implementation stage the contractor and project management unit (PMU)
and PIUs are responsible for the implementation of environmental management plan
and environmental commitments made to regulatory agency, lending agency and
stakeholder. Execution of the EMP, is the combined responsibility of WRD, consultant
and contractor. The day to day environmental monitoring and supervision is required to
be done by the Site Engineers (Assistant Engineers/ Junior Engineers of WRD) in
consultation with the SDO of PMU Environmental specialist.
29. PMU with support from the PIU engineers monitored and measured the progress of
implementation of environmental management plan and monitoring plan suggested in
the IEE. The regular quarterly progress reports of the contractors to be submitted to the
PMU will also describe implementation of environmental management plan. The officer
42
of WRD designated for safeguards officer in the PMU and environmental specialist will
make site visit to verify the compliance of quarterly report. Semi environmental
monitoring reports will be prepared by the PMU and submitted to ADB. The contractor
will report on implementation of the EMP in their monthly progress reports to be
submitted to the PMU.
30. At present the civil construction works under the six packages are ongoing. During the
reporting period seasonal Air quality monitoring, Noise quality, Surface Water Quality
& Ground Water Quality monitored under four contract packages and i.e. for, 4(Four)
River alignment under the project. Environmental Quality monitoring Contract
packages and River details given below Table 3.5.1.
Table: 3.5.1 River Details
S.
No
Project River Section Contract
Package
River Distance
1 Vellaiyar River CW-3 LS from 111.650 km to 153.650 km
2 Adappar River CW-2 LS from 130.236 km to 169.025 km
3 Harichandranathi River CW-1 LS from 121.260 km to 160.200 km
4 Pandavayar River CW-4 LS from 109.27 km to 148.020 km
31. For ambient air, noise, Surface water & Ground water quality assessments, samples
were collected at important locations within the project influence area in terms of
environment quality to prepare a baseline data. Representative samples were collected,
analyzed and interpreted by a NABL Accredited Laboratory, in accordance with the
approved standard methods and procedures. Consultations, another source of
information to explain local conditions like submergence, recent floods etc were also
used.
43
Ambient Air Quality
32. Ambient air quality refers to the background air quality levels in a region, characterised
by concentrations of various pollutants in the atmosphere. The presence of air pollutants
and their concentrations depends on the type of polluting sources, and other factors that
influence their flow and dispersion. In most cases vehicular emissions are the
predominant source of air pollution. The ambient air quality data on various sections of
the project corridors was collected at the time of execution of the work. The aim was to
identify areas that already have high pollution levels or are expected to experience so,
on account of the project work, and to design adequate mitigation measures, as
applicable.
33. The principal sources of air pollution due to river projects are machineries used during
construction phase and the vehicles that ply over it during the operation phase. The
major pollutants of significance to roadside air quality, on account of vehicular
emissions, are particulate matter (PM10), particulate matter (PM2.5), sulphur dioxide
(SO2), nitrogen oxides (NOx), carbon-monoxide (CO).Dispersal of pollutants depends
upon factors like prevailing wind direction and other weather conditions, height of the
source, and characteristics of corridor plantation and presence of other sinks along the
project corridor. Ambient air quality standards : National Ambient Air Quality (NAAQ)
standards were laid by CPCB to be followed in the country.The relevant parameters for
which standards have been formulated are PM10, PM2.5, SO2, NOx, and CO.
Standards for Hydrocarbons have not been formulated as yet.
Methodology:
Table: 3.5.2- Ambient Air Quality - Methodology
S.No. Parameter Technique Method of Test
1 Particulate Matter
(Size Less than 10ug) (PM10)
2 Particulate Matter (Size Less
than 2.5 ug) (PM2.5)
Fine Dust Sampler
(Gravimetric method)
Resirable Dust Sampler
(Gravimetric method)
IS 5182 (Part 23) – 2006
(Reaff.2012)
ESIPL/SOP/C-AA/03
3 Sulphur Dioxide Modified
Gaeke
West and IS 5182 (Part 2) - 2001
(Reaff.2012)
4 Nitrogen Oxide Modified Jacob & IS 5182 (Part 6) – 2006
Hochheiser
5 Carbon Monoxide Non Dispersive Infra
Red Spectroscopy
(NDIR)
(Reaff.2012)
IS -5182 (Part -10)
44
Monitoring location:
34. To assess the ambient air quality along the project corridors, ambient air quality
monitoring was carried out at 4 locations. The monitoring locations were selected based
on the sensitivity of the receptors due to project construction work and to obtain
baseline concentrations of the various representative land uses along the corridors.
Locations of the monitoring stations are presented in Table. 3.5.3.
Table 3.5.3 Ambient Air Quality Monitoring Location
Location
Code
River Name Location
AAQ1 Vellaiyar River Ayikudi Village
AAQ2 Near to Attur bridge
AAQ3 Valivalam village
AAQ4 Earuvakkadu village
AAQ1 Adappar River Near Thiruvalanjuli Regulator
AAQ2 Near Pamani Regulator
AAQ3 Near Umbalacheri Regulator
AAQ4 Near Adappar new tail end
Regulator
AAQ1 Harichandranathi River Near Harichandra Head Regulator
AAQ2 Near Althambady Regulator
AAQ3 Near Brinjimoolai Regulator
AAQ4 Near Harichandra new tail end
Regulator
AAQ1 Pandavaiyar River Koradacherry village
AAQ2 Near to Mangudi regulator
AAQ3 Pudhupathur village
AAQ4 Eraiyankudi village
45
Table 3.5.4 Air Quality Monitoring Results- Vellaiyar River Season 1
Season 1 – Vellaiyar River Month of January 2017
Location Name Locatio
n ID
Ambient Air Quality Parameters
PM10 in
µg/m3
PM2.5 in
µg/m3
SO2 in
µg/m3
NO2 in
µg/m3
CO in mg/m3
Ayikudi Village AAQ-01 63.2 24.9 9.8 18 BDL(DL:1.14 )
Near to Attur
Bridge
AAQ-02 58.2 17.9 10.7 19.6 BDL(DL:1.14 )
Valivalam Village AAQ-03 54.8 16.7 10 17.4 BDL(DL:1.14 )
Earuvakkadu AAQ-04 55.6 15.1 8.9 16.2 BDL(DL:1.14 )
NAAQ Standards 100 60 80 80 2*
*Level referred is maximum satisfactory level and for CO in mg/m3
46
Table 3.5.5 Air Quality Monitoring Results- Vellaiyar River Season 2
Season 2 – Vellaiyar River Month of June 2017
Location Name Locatio n ID
Ambient Air Quality Parameters
PM10
in
µg/m3
PM2.5 SO2 in NO2 in CO in mg/m3
in µg/m3 µg/m3
µg/m3
Ayikudi Village AAQ-01 59 21 8.4 21.5 BDL(DL:1.14 )
Near to Attur AAQ-02 54 15 9.3 20.4 BDL(DL:1.14 )
Bridge
Valivalam Village AAQ-03 52 13 8.6 18.7 BDL(DL:1.14 )
Earuvakkadu AAQ-04 61 17 BDL(DL:8.0) 19.4 BDL(DL:1.14 )
*Level referred is maximum satisfactory level and for CO in mg/m3
NAAQ Standards 100 60 80 80 2*
47
Table 3.5.6 Air Quality Monitoring Results- Adappar River Season 1
Season 1 – Adappar River Month of May 2017
Location Name Locatio n ID
Ambient Air Quality Parameters
PM10
in
µg/m3
PM2.5
in
µg/m3
SO2
in
µg/m3
NO2
in
µg/m3
CO in mg/m3
Near Thiruvalanjuli
Regulator
AAQ-01 55 20 8.6 14.3 BDL(DL:1.14 )
Near Pamani Regulator AAQ-02 64 25 12.1 21.8 BDL(DL:1.14 )
Near Umbalacheri
Regulator
AAQ-03 54 17 9.6 17.2 BDL(DL:1.14 )
Near Adappar new tail
end Regulator
AAQ-04 56 19 8.9 16.5 BDL(DL:1.14 )
NAAQ Standards 100 60 80 80 2*
*Level referred is maximum satisfactory level and for CO in mg/m3
48
Table 3.5.7 Air Quality Monitoring Results- Harichandranathi River Season 1
Season 1 – Harichandranathi River Month of May 2017
Location Name Locatio n ID
Ambient Air Quality Parameters
PM10
in
µg/m3
PM2.5
in
µg/m3
SO2
in
µg/m3
NO2
in
µg/m3
CO in mg/m3
Near Harichandra Head
Regulator
AAQ-01 53 15 9.8 15.4 BDL(DL:1.14 )
Near Althambady
Regulator
AAQ-02 62 23 11.8 17.9 BDL(DL:1.14 )
Near Brinjimoolai
Regulator
AAQ-03 57 22 9.2 18.3 BDL(DL:1.14 )
Near Harichandra new
tail end Regulator
AAQ-04 67 26 8.7 19.1 BDL(DL:1.14 )
NAAQ Standards 100 60 80 80 2*
*Level referred is maximum satisfactory level and for CO in mg/m3
49
Table 3.5.8 Air Quality Monitoring Results- Pandavaiyar River Season 1
Season 1 – Pandavaiyar River Month of January 2017
Location Name Locatio n ID
Ambient Air Quality Parameters
PM10 in
µg/m3
PM2.5 in
µg/m3
SO2 in
µg/m3
NO2 in
µg/m3
CO in mg/m3
Koradacherry
Village
AAQ-01 62.6 23.3 8.5 15.4 BDL(DL:1.14 )
Near to Mangudi
Regulator
AAQ-02 63.5 22.1 10.3 18.9 BDL(DL:1.14 )
Pudhupathur
Village
AAQ-03 50.8 17.9 9.8 16.2 BDL(DL:1.14 )
Eraiyankudi
Village
AAQ-04 52.4 16.3 10.5 19.1 BDL(DL:1.14 )
NAAQ Standards 100 60 80 80 2*
*Level referred is maximum satisfactory level and for CO in mg/m3
50
Table 3.5.9 Air Quality Monitoring Results- Pandavaiyar River Season 2
Season 2 – Pandavaiyar River Month of June 2017
Location Name Locatio
n ID
Ambient Air Quality Parameters
PM10
in
µg/m3
PM2.5
in
µg/m3
SO2 in
µg/m3
NO2 in
µg/m3
CO in mg/m3
Koradacherry
Village
AAQ-01 64 21 9.2 19.7 BDL(DL:1.14 )
Near to Mangudi
Regulator
AAQ-02 58 19 BDL(DL:8.0 ) 17.2 BDL(DL:1.14 )
Maruvathur
Village
AAQ-03 61 17 8.6 20.2 BDL(DL:1.14 )
Chinnamanalur
Village
AAQ-04 53 15 8.2 18.3 BDL(DL:1.14 )
NAAQ
100 60 80 80 2*
*Level referred is maximum satisfactory level and for CO in mg/m3
51
Ambient Noise Level Monitoring
35. The monitoring of the ambient noise quality for the various land uses along the project
corridor was carried out with the help of hand held noise level meters.
Methodology of Noise Measurement:
36. Spot noise measurement was used for this purpose. The sound pressure meter consists
basically of a microphone and an electronic circuit including an attenuator, amplifier,
weighting networks or filters and an indicating display unit. It measures the root mean
square sound pressure with the aid of a microphone, which converts the sound signal to
an equal electrical signal. The signal is passed through a weighting network, which
provides a conversion and gives the sound pressure level in dB. The A-weighting
network is the most useful one on the sound level meter for measuring human response.
It indicates the A-weighted sound level, abbreviated dB (A). Sound level meter has a
provision to take reading in slow, fast and impulse modes. Traffic change with time, and
slow mode was used to average out the readings over 24 hourly longer periods.
Readings were taken in auto mode, which continuously update automatically to show
the maximum Sound Pressure Level of each (previously) second.
37. Keeping in view of various land use patterns and residential areas in villages 60 noise
level measurement locations were identified for assessment of existing noise level
status. At each monitoring station, the noise levels recorded continuously for 24 hours.
Hourly data has collected from each sampling point for 24 hours and day and night
values were given separately in Tables.
52
38. Hourly noise levels are recorded at each site and the measured noise levels are
computed for finding out Lday, Lnight and Ldn values.
Lday, Lnight and Ldn values
The Leq is the equivalent continuous sound level, which is equivalent to the
same sound energy as the actual fluctuating sound measured in the same period.
This is necessary because sound from noise source often fluctuates widely during
a given period of time.
This is calculated from the following equation:
Leq=L50+ (L10-L90)2/60
Lday is defined as the equivalent noise level measured over a period of time
during day ( 6 am to 10 pm). Lnight is defined as the equivalent noise level
measured over a period of time during night (10 pm. to 6 am).
A noise rating developed by Environment Protection Agency, USEPA for
specification of community noise from all the sources is Day-Night Sound Level,
(Ldn).
Day-Night Sound levels (Ldn)
39. The noise rating developed for community noise from all sources is the Day-Night
Sound Level, (Ldn). It is similar to a 24hr equivalent sound level except that during
nighttime period (10pm to 6am). A 10Db (A) weighting penalty is added to the
instaneous sound level before computing the 24hr average. This time penalty is added to
account for the fact that noise during night when people usually sleep is judged as more
annoying than the same noise during the daytime.
40. The EPA has adopted Ldn as the rating method used to describe community noise
exposure. To arrive at a recommended outdoor Ldn criterion, the EPA recommends that
an Leq of 45 Db(A) should not be exceeded indoors in residential buildings: this allows
freedom from speech interference. If the outdoor and indoor attenuation is taken, on
average, as 12db (A) with the windows partially open, this implies an outdoor criterion
of Leq = 60db (A). The EPA applies correction to this account for other annoyance
factors, including the 10db (A) nighttime penalty and a 5db (A) margin of safety, to
arrive at a recommended criterion of Ldn = db (A) as a desirable maximum outdoor
noise level for residential areas. It should be noted; however that majority of urban and
suburban areas are currently subjected to noise levels greater than this value.
The Ldn for a given location in a community may be calculated from the hourly Leq ,S,
using the following equation.
Ldn = 10 log {1/24[16(10 Ld/10) + 8 (10 Ln + 10) / 10)]}.
53
Where Ld is the equivalent sound level during the daytime (6am to 10pm) and Ln is the
equivalent sound level during the night time (10pm to 6am).
Results of Noise Monitoring
Table 3.5.10 Ambient Noise Level Monitoring Location
Location
Code
River Name Location
AN1 Vellaiyar River Ayikudi Village
AN2 Near to Attur bridge
AN3 Valivalam village
AN4 Earuvakkadu village
AN1 Adappar River Near Thiruvalanjuli Regulator
AN2 Near Pamani Regulator
AN3 Near Umbalacheri Regulator
AN4 Near Adappar new tail end Regulator
AN1 Harichandran
at hi River
Near Harichandra Head Regulator
AN2 Near Althambady Regulator
AN3 Near Brinjimoolai Regulator
AN4 Near Harichandra new tail end Regulator
AN1 Pandavaiyar
River
Koradacherry village
AN2 Near to Mangudi regulator
AN3 Pudhupathur village
AN4 Eraiyankudi village
54
Table 3.5.11 Ambient Noise Level Monitoring Results – Vellaiyar River Season 1
Season 1- Vellaiyar River Month of January 2017
Location Name Locatio
n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Ayikudi Village NQ-01 55.4 35.6
Near to Attur
Bridge
NQ-02 48.7 33
Valivalam Village NQ-03 49.5 40.9
Earuvakkadu NQ-04 50.7 38.3
CPCB Standards 55 45
55
Table 3.5.12 Ambient Noise Level Monitoring Results – Vellaiyar River Season 2
Season 2-Vellaiyar River Month of June 2017
Location Name Locatio n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Ayikudi Village NQ-01 57.4 48.3
Near to Attur
Bridge
NQ-02 52.7 42.8
Valivalam Village NQ-03 54.7 43.3
Earuvakkadu NQ-04 56.0 45.4
CPCB Standards 55.0 45.0
56
Table 3.5.13 Ambient Noise Level Monitoring Results – Adappar River Season 1
Season 1 – Adappar River Month of May 2017
Location Name Locatio n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Near Thiruvalanjuli
Regulator
NQ-01 57.1 46.5
Near Pamani Regulator NQ-02 60.5 50.2
Near Umbalacheri Regulator NQ-03 53.1 41.6
Near Adappar new tail end
Regulator
NQ-04 56 41.8
CPCB Standards 55.0 45.0
57
Table 3.5.14 Ambient Noise Level Monitoring Results – Harichandranathi River Season 1
Season 1 – Harichandranathi River Month of May 2017
Location Name Locatio n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Near Harichandra Head
Regulator
NQ-01 56.0 45.5
Near Althambady
Regulator
NQ-02 58.5 47.3
Near Brinjimoolai
Regulator
NQ-03 57.3 47.7
Near Harichandra new tail
end Regulator
NQ-04 56.8 46.6
CPCB Standards 55.0 45.0
58
Table 3.5.15 Ambient Noise Level Monitoring Results – Pandavaiyar River Season 1
Season 1- Pandavaiyar River Month of January 2017
Location Name Locatio n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Koradacherry Village NQ-01 54.8 38.2
Near to Mangudi
Regulator
NQ-02 56.2 42.7
Pudhupathur Village NQ-03 38.8 32.5
Eraiyankudi Village NQ-04 50.7 34.5
CPCB Standards 55.0 45.0
59
Table 3.5.16 Ambient Noise Level Monitoring Results – Pandavaiyar River Season 2
Season 2- Pandavaiyar River Month of June 2017
Location Name Locatio n ID
Ambient Noise in dB(A) Leq
Day Equivalent Night Equivalent
Koradacherry Village NQ-01 59.0 49.2
Near to Mangudi
Regulator
NQ-02 59.4 51.0
Maruvathur Village NQ-03 56.0 45.4
Chinnamanalur Village NQ-04 55.4 45.2
CPCB Standards 55.0 45.0
60
Surface Water & Ground Water Quality
41. For physico-Chemical analysis the fill the sample completely in container and stopper
them in such a way that there is no air above the sample.( Avoid the modification of
carbon dioxide content, pH value, bicarbonates precipitation, iron oxidation, Colour
change). Sample containers, whose contents are frozen as part of their preservation,
should not be completely filled.
Sampling Protocol and Locations:
a) Rivers, streams and canals.
42. Sample should be collected from mid stream at mid depths. Use reference maps and fix
the sampling location. For river and lake sample collection, use boats and safety jackets.
Sample collection from stream Select the upper and Middle of the areas and record the
sample collection and time.
b.). Ground water.
43. Water Samples should be collected after pumping the well or bore well for a period of at
least one (or) two hrs. Sampling depth should note from the ground level.
61
Temperature 0C IS 3025 Part 5 - 1983 (Reaff: 2002)
Sample preservation
44. After sample collection temperature and preservation are main factors affect the water
quality. Suitable technique are obtained for sample preservation
Transportation of samples:
• Sample should be collected in leak proof glass (or) plastic container.
• Sample should be transported ice box keeping the temperature around 4oC.
• Avoid undue jerking of samples.
• For bacteriological tests, samples should be handled under aseptic condition.
• Immediately after reaching the destination Sample should be refrigerator.
• Wax pencil may be used for writing details on the labels.
• Sample bottled should be carefully loaded with the following instructions
• Place of sampling
• Time and Date of sampling
• Type of sample and depth of sample
• Name of sampling staff Purpose of sampling
Water Quality - Methodology
Parameters Standard Test Method
Turbidity in NTU IS 3025 : Part 10 - 1884 (Reaff.2002)
(Nephelometric Method)
pH@ 250 C IS 3025 : Part 11 - 1983 (Reaff.2013)
(Electrometric Method)
Electrical Conductivity @ 250C in
µmhos/cm
IS 3025 : Part 14-1983 (Reaff.2013)
Total Dissolved Solids in mg/l IS 3025 : Part 16 - 1984 (Reaff.2009)
(Gravimetric Method)
Total Suspended Solids in mg/l APHA 22nd Edn 2540-D
Dissolved Oxygen in mg/l APHA (22nd Edition) 4500 O-C
Chemical Oxygen Demand in mg/l APHA 22nd Edn 5220-B
Biochemical Oxygen Demand @ 270C for 3 IS 3025 : Part 44 (Reaff.2009)
Days
Fecal Coliform IS 1622 : 1981 (Reaff 2014) (MPN Method)
62
Surface Water
Surface Water
Bore well water
Bore well water
Bore well water
Bore well water
Surface Water
Table 3.5.17 Water Quality Monitoring Location
Location Description River Name Location
Surface Water Vellaiyar River Ayikudi village
Surface Water Near to Attur bridge Surface Water Valivalam village
Surface Water Earuvakkadu village
Bore well water Ayikudi village
Bore well water Near to Attur bridge
Bore well water Valivalam village
Bore well water Earuvakkadu village
Surface Water Adappar River Near Thiruvalanjuli Regulator
Surface Water Near Pamani Regulator
Surface Water Near Umbalacheri Regulator
Surface Water Near Adappar new tail end Regulator
Bore well water Near Thiruvalanjuli Regulator
Bore well water Near Pamani Regulator
Bore well water Near Umbalacheri Regulator
Bore well water Near Adappar new tail end Regulator
Surface Water Harichandranath Near Harichandra Head Regulator
Surface Water i River Near Althambady Regulator
Surface Water Near Brinjimoolai Regulator
Surface Water Near Harichandra new tail end
Regulator
Bore well water Near Harichandra Head Regulator
Bore well water Near Althambady Regulator
Bore well water Near Brinjimoolai Regulator
Bore well water Near Harichandra new tail end
Regulator
Surface Water Pandavaiyar River Koradacherry village
Near to Mangudi regulator Maruvathur village
Eraiyankudi village Koradacherry village
Near to Mangudi regulator Maruvathur village
Eraiyankudi village
63
Table 3.5.18 – 3.5.22 Water Quality Analysis Results
Table 3.5.18 Water Quality Analysis Results Vellaiyar River - Season 1 Month of January 2017
Location Sample pH Temp Ec µmohs/Cm Turbidity in TDS in TSS DO in mg/l COD in BOD in mg/l F. coliform
Description °C NTU mg/l in mg/l MPN/100ml
Ayikudi Village Borewell water 7.74 26.2 1475 BDL
(DL:1.0)
875 BDL
(DL:2.0)
6.5 BDL
(DL:4.0)
BDL
(DL:2.0)
33
Near to Attur Bridge Borewell water 7.06 26.2 3394 BDL 2033 BDL 6.3 BDL BDL 110
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Valivalam Village Borewell water 7.24 26.4 3128 BDL 1864 BDL 6.7 BDL BDL 70
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Earuvakkadu Village Borewell water 6.95 26.2 1166 BDL 706 BDL 6.2 BDL BDL 50
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Ayikudi Village Surface water 7.86 26.2 596.4 21.4 354 28 6.8 20.2 4 <
Near to Attur Bridge Surface water 7.37 25.5 268 42.4 162 36 6.5 36.5 13.2 <
Valivalam Village Surface water 7.83 26.2 325.5 81.4 192 103 6.1 28.2 7.2 <
Earuvakkadu Village Surface water 7.33 25.8 1662 10.8 9870 19.7 6.8 20.2 4.8 <
Table 3.5.19 Water Quality Analysis Results Vellaiyar River - Season 2 Month of June 2017
Locatio Sample pH Temp Ec Turbidity in TDS in TSS DO in COD in BOD in F. coliform
Description °C in µmohs/Cm NTU mg/l in mg/l mg/l mg/l mg/l MPN/100ml
Ayikudi Village Borewell water 7.64 26.2 1518 BDL 904 BDL 6.5 BDL BDL 14
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near to Attur Bridge Borewell water 7.26 26.4 3218 BDL 2167 BDL 6.5 BDL BDL 17
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Valivalam Village Borewell water 7.46 26.1 2986 BDL 1760 BDL 6.6 BDL BDL 33
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Earuvakkadu Village Borewell water 6.89 26.2 2466 BDL 1443 BDL 6.5 BDL BDL 11
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Ayikudi Village Surface water 8.04 26.2 541.6 24.8 298 33 6.8 24.9 3.8 <
Near to Attur Bridge Surface water 7.24 25.8 294 46.6 186 37.2 6.4 33.7 12.1 <
Valivalam Village Surface water 7.68 26.6 341.1 80.1 184 100.6 6.3 24.2 6 < 2
Earuvakkadu Village Surface water 6.96 26.2 1170 154 687 98 6.2 240 54.2 <
IS 10500 : 2012 Drinking Acceptable Limit 6.5 - - 1 500 - - - - <
water standards - 8.5 Permissible No
relaxation
- - 5 2000 - - - - <
64
Table 3.5.20 Water Quality Analysis Results Adapppar River - Season 1 Month of May 2017
Location Sample pH Temp Ec Turbidity in TDS in TSS DO in mg/l COD in mg/l BOD in mg/l Feacal
Description °C in µmohs/Cm NTU mg/l in mg/l coliform
in
MPN/100ml
Near Thiruvalanjuli Borewell 7.1 26.4 4566 BDL 2672 BDL 6.4 BDL BDL 34
Regulator water (DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near Pamani Regulator Borewell
water
7.16 26.2 1367 BDL
(DL:1.0)
795 BDL
(DL:2.0)
6.2 BDL
(DL:4.0)
BDL
(DL:2.0)
33
Near Umbalacheri Regulator Borewell
water
7.05 26.6 3168 BDL
(DL:1.0)
1952 BDL
(DL:2.0)
6.3 BDL
(DL:4.0)
BDL
(DL:2.0)
40
Near Adappar new tail end Regulator Borewell
water
8.04 26.1 2609 BDL
(DL:1.0)
1524 BDL
(DL:2.0)
6.7 BDL
(DL:4.0)
BDL
(DL:2.0)
34
Near Thiruvalanjuli Regulator Surface water 7.85 26.2 3331 20 1952 12 6.8 11.5 3.6 22
Near Pamani Regulator Surface water 7.52 26.6 2160 4.2 1261 8.5 6.6 8.1 3.5 26
Near Umbalacheri Regulator Surface water 7.18 25.7 6928 34.6 4044 42.3 5.2 38.6 16.5 30
Near Adappar new tail end Regulator Surface water 7.02 26.2 98000 140 57141 368 4.5 521 153 27
65
Table 3.5.21 Water Quality Analysis Results Harichandranathi River - Season 1 Month of May 2017
Location Sample
Description
pH Temp
°C
Ec
in
Turbidity
in
TDS
in
TSS
in mg/l
DO in
mg/l
COD in mg/l BOD in mg/l Feacal
coliform
µmohs/Cm NTU mg/l in MPN/100ml
Near Harichandra Head Regulator Borewell water 7.08 26.2 1611 BDL 942 BDL 6.5 BDL BDL 60
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near Althambady Regulator Borewell water 7.65 26.4 2802 BDL 1643 BDL 6.2 BDL BDL 45
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near Brinjimoolai Regulator Borewell water 7.3 26.1 1695 BDL 980 BDL 6.7 BDL BDL 50
(DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near Harichandra new tail end Borewell water 7.32 26.2 1512 BDL 890 BDL 6.3 BDL BDL 40
Regulator (DL:1.0) (DL:2.0) (DL:4.0) (DL:2.0) Near Harichandra Head Regulator Surface water 7.49 26.2 6706 68.5 3920 86.2 6.8 142 47 34
Near Althambady Regulator Surface water 8.03 26.6 1148 3.5 669.8 6.2 6.6 10.3 3.2 30
Near Brinjimoolai Regulator Surface water 6.85 25.8 9651 382 5641 414 6.7 293 62 40 Near Harichandra new tail end Surface water 7.54 26.2 4214 34.5 2457 47.2 6.8 162 31 33
Regulator IS 10500 : 2012 Drinking Acceptable Limit 6.5 - - 1 500 - - - - <2
water standards - 8.5 Permissible limit No - - 5 2000 - - - - <2
relaxation
66
Table 3.5.22 Water Quality Analysis Results Pandavaiyar River - Season 1 Month of January 2017
Koradacherry Village Borewell water 7.43 26.4 896.4 BDL
(DL:1.0)
524 BDL
(DL:2.0)
6.6 BDL
(DL:4.0)
BDL
(DL:2.0)
27
Near to Mangudi
Regulator
Borewell water 7.14 26.6 1073 1.2 642 BDL
(DL:2.0)
6.4 BDL
(DL:4.0)
BDL
(DL:2.0)
34
Pudhupathur Village Borewell water 7.75 26.2 1904 2.3 1127 BDL
(DL:2.0)
6.3 4.8 2.4 50
Eraiyankudi Village Borewell water 7.28 26.2 1901 BDL
(DL:1.0)
1134 BDL
(DL:2.0)
6.4 BDL
(DL:4.0)
BDL
(DL:2.0)
34
Koradacherry Village Surface water 7.57 25.2 3402 11.9 1931 47.4 6.7 40.3 10.8 <2
Near to Mangudi
Regulator
Surface water 7.8 26.3 694.5 49.5 409 62.8 6.8 222 51 <2
Pudhupathur Village Surface water 8.06 25.7 1326 28 805 34 6.7 40.3 12 <2
Old Edayur Surface water 8.05 25.5 4285 32.7 2537 38 6.8 20.2 6 <2
Table 3.5.23 Water Quality An alysis Resu lts Panda vaiyar River - Season 2 Mo nth of J une 2017
Location Sample
Description
pH Temp
°C
Ec
in µmohs/Cm
Turbidity
in
TDS in
mg/l
TSS
in mg/l
DO in
mg/l
COD
in
BOD
in
Feacal
coliform
NTU mg/l mg/l in MPN/100ml
Koradacherry Village Borewell water 7.61 26.5 918.1 BDL (DL:1.0) 568 BDL (DL:2.0) 6.3 BDL (DL:4.0) BDL (DL:2.0) 17
Near to Mangudi
Regulator
Borewell water 7.26 26.2 1124 1.5 676 BDL (DL:2.0) 6.5 BDL (DL:4.0) BDL (DL:2.0) 14
Maruvathur Village Borewell water 7.64 26.6 2380 BDL (DL:1.0) 1395 BDL (DL:2.0) 6.5 BDL (DL:4.0) BDL (DL:2.0) 33
Eraiyankudi Village Borewell water 7.19 26.2 1890 BDL (DL:1.0) 1192 BDL (DL:2.0) 6.6 BDL (DL:4.0) BDL (DL:2.0) 22
Koradacherry Village Surface water 7.81 25.8 3511 13.4 2046 53.6 6.6 46.8 11.3 <2 Near to Mangudi
Regulator
Surface water 8.04 26.1 654.1 56.1 426 64.9 6.7 251 58 <2
Pudhupathur Village Surface water 7.64 26.4 6777 22.3 3974 15.3 6.6 60 11.4 <2
Old Edayur Surface water 7.69 26.2 4356 35.4 2467 44.2 6.7 22.4 5.7 <2
Drinking - 8.5 water standards Permissible limit No
relaxation
- - 5 2000 - - - - <2
Location Sample
Description
pH Temp
°C
Ec
in µmohs/Cm
Turbidity
in
TDS in
mg/l
TSS
in mg/l
DO in mg/l COD
in
BOD
in
Feacal
coliform
in MPN/100ml NTU mg/l mg/l
67
Quality Monitoring Conclusion:
45. Ambient air sampling was carried out at 24 stations, as detailed in Table 3.5.4 – Table
3.5.9, during the month January/May/June 2017 following standard protocols and methods
of CPCB for determinants like PM10, PM2.5, SO2, NOx, CO and analyzed by NABL-QCI
approved laboratory. These results were compared with NAAQM standards. From the
results it may be observed that PM 10 varied between 50.8 and 67.0 µg/m3. PM2.5 varied
between 13.0 and 26.0 µg/m3. It may be noted that PM10 & PM2.5 are in the ratio of 2:1.
SO2 values varied between BDL(DL:8.0 µg/m3) and 12.1 µg/m3. NOx values varied
between 14.3 & 21.8 µg/m3. . CO values are BDL(DL:1.1 mg/m3). It is evident
from the results that all parameters are within the National Standards showing acceptable
quality of ambient air
46. The maximum Noise levels during day time (L day) is 60.5 dB (A). The Maximum night
time value (Lnight) is 51.0 dB (A). Noise levels for all the locations were found to be
below the limits as compared with prescribed limits for Residential area. The noise levels
are more in the location near pamani regulator of Adappar river and mangudi regulator of
Panavaiyar river due to the heavy vehicular movement at the highway and it is the centre
for both the State High ways. But all the values are found to be within the limits.
47. The analysis results for the ground water (GW) and surface water (SW) samples from the
rivers and adjacent corridor areas are given in the Table 3.5.18 – Table 3.5.22. As seen
from the above tables, the pH value of the groundwater samples ranges between 6.89 and
8.04. The total dissolved solids of the GW sample in all the locations ranges between 298
and 2676 mg/l. The values of Turbidity of GW sample in all the locations were in the range
of 2.3 and BDL (DL:1.0 NTU).
48. During execution, the Environmental Monitoring Plan followed by the contractors are
being monitored by the PMU, PIUs and the Environmental Specialist.. The Environmental
Monitoring compliance of is presented in Table.3.5.22.
68
Table 3.5.24 Environmental Monitoring Compliance Status
S.No. Parameters to be
Monitored
Measurement Status of Compliance
1 Incorporation of
mitigation measures
into design and site
identification
Design check Being Complied
2 Minimization of tree
cutting by best fitting
of cross section for re-
sectioning
Site visit and
interaction
with design
engineers
Being Complied
3 Incorporation of
construction stage
mitigation measures in
contract documents
Inspection of
contract
documents
Being Complied. For ongoing packages the same
has already been inspected.
4 Preparation of
construction
management plan
Inspection of
plan
Being Complied.
5 Implementation of
mitigation measures
Site visits
Consultation
with local
people,
workers
Inspection of
construction
records
Being Complied.
6 Borrow pits -
Ensure sites are
managed as described
in EMP
Site visits Being Complied. The detailed discussion under
compliance of earth and sand mining.
7 Ambient air quality PM10,
PM2.5, NOX,
SO2, Benzene
Complied. During the reporting period seasonal Air
quality monitoring conducted under four contract
packages and i.e. for, 4(Four) River alignment
under the project. Detailed results presented under
Environmental Monitoring.
69
8 Noise Sound level,
Leq
Complied. During the reporting period seasonal
Noise quality monitored under four contract
packages and i.e. for, 4(Four) River alignment
under the project. Detailed results presented under
Environmental Monitoring.
The samples of noise level collected are
representative of residential, commercial in urban,
rural, industrial and institutional. These samples also
covered the area of location where interventions of
construction, construction camp, labour camp.
The list of areas where noise level is higher than
the National standards is given as under.
Vellaiyar:- Ayakudi, Ervaikkadu
Adappar:- Thiruvalanjuli, Pamini, Tail End
Regulator
Harichandranathi:- Head regulator, Alathanbadi,
Prinjimulai, New Tail End
Regulator
Pandavaiyar:- Mangudi, Koradacheri, Maravathur.
The higher noise levels are due to the main
roads nearby the worksites. No schools (or) clinic is
located nearby the above area.
9 Surface Water and
Ground Water
Temperature,
pH, BOD,
COD, DO,
Conductivity,
TDS, TSS,
Turbidity,
coliform
Complied. During the reporting period Surface
Water Quality & Ground Water Quality monitored
under four contract packages and i.e. for, 4(Four)
River alignment under the project. Detailed results
presented under Environmental Monitoring.
70
10 Dredged material
Ensure they are being
transported and
disposed of as
discussed in the EMP
Inspect
disposal sites
and ensure
trucks
transporting
material are
covered
Being Complied.
11 Construction and
operation
Compensatory tree
plantation
Tree
surveillance
Being complied
70
4. Any other Environmental Aspects, Impacts observed during Implementation which were
not covered earlier
49. As discussed earlier, environmental issues identified through initial environmental
examination (IEE) are manageable and a range of proven mitigation strategies exist to
address them. The IEE has assessed all potential environmental impacts associated with the
project due to location, design, construction and operation. There are no environmental
impacts which are significant or complex or which need an in-depth study to assess the
impact or to develop mitigation measures. No specific problem was noticed during the
period under report.
50. Though the mitigation measures suggested in the EMP are being implemented through the
contract provisions, proper documentation is lagging. The documentation of EMP
implementation at contractor’s level will be streamlined with the introduction of checklist
system and providing regular trainings. The streamlined functioning will improve the
monitoring system and ensure effective implementation of EMP.
5. Details of Grievance Redress Committee and complaints received from public and actions
taken thereof to resolve
51. The Project Grievance Redress Mechanism has been initiated and made responsible, for
handling public complaints regarding Environmental related matters. The format for the
Environmental Safeguards- Complaint Register to be maintained at PIU/PMU level along
with the Sample grievance form is in place and necessary instructions regarding the same
were shared with PMU and with PIUs through PMU. vide PMU Ltr No .DB/F-11/2016/
dated: 31-08-2016 for the GRM including the relevant forms. No complaint received so
far. All public complaints will be subjected to enter into the Complaints Register. The
contractor will promptly investigate and review Environmental complaints related with the
construction works and adopt appropriate corrective actions to arrest or mitigate the cause
of the complaints. The complaint register will be placed at a convenient place, easily
accessible by the public.
71
52. Continuous consultation and information dissemination is recommended to avoid any
misinformation about the project and in particular about the construction activities. The
nominated environment officer of PMU/PIU will act as single contact point under first tier
GRM. A complaint register will be maintained at PMU/PIU level with details of
complaints lodged, date of personal hearing, action taken and date of communication sent
to complainant. The WRD and contractor will resolve minor complaints such as
disturbances due to construction activity immediately.
53. WRD will maintain a log of complaints made. When a stakeholder raises an issue with the
PMU or PIU every attempt will be made to respond speedily, if the PMU or PIU are unable
to find a resolution within three days of receiving the complaint it will be raised to the
second tier. The engineers deputed to oversee environmental monitoring will report to the
Project Director of the PMU. It is proposed that the aggrieved persons first register the
grievances with the AEE/SDO. After receipt of a grievance, the SDO/AEE will take it to
the project level committee he/she will be responsible for taking up the matter during the
next immediate meeting within 10 days of receipt of grievance and initiate measures for
redress. No grievance can be kept pending for more than a month which means the
committee has to meet every month. Implementation of the redress rests with the PMU. At
any stage of the GRM, if the aggrieved party is not satisfied with the decision of the GRC,
they are free to approach a court of law. The GRM will not impede their access to the
country’s legal system. No Environmental safeguards related grievance received so far.
6. Follow-up Actions and Conclusions
54. The monitoring report confirms that the implementation of the ongoing packages of the
project Loan -3394 IND of WRD,PWD Tamilnadu are in process of compliance and have
so far caused no serious negative Environmental impacts. The Corrective Actions for the
shortcomings observed during the field visits have been communicated to all concerned.
Corrective measures for the same have already been initiated by the concerned i.e. by the
Contractors and PMU/PIU authorities. However, Institutional arrangements as prescribed
in the IEE and Loan Covenants are strictly being followed for better monitoring of
Environmental Management Plan.
72
ANNEX-1.MINISTRY OF ENVIRONMENT AND FOREST’S LETTER
73
ANNEX-2.PROCEEDING OF THE MEMBER SECRETARY TNSCZMA & DIRECTOR
OF ENVIRONMENT, CHENNAI
74
75
76
77
78
ANNEX-3.PMU LETTER OF PROCEEDING OF THE MEMBER SECRETARY
TNSCZMA & DIRECTOR OF ENVIRONMENT, CHENNAI
WATER RESOURCE DEPARTMENT
From To
Er.M.Mohamed Salim Babu, B.E., Executive Engineer, PWD., WRD., Project Management Unit, Trichy-20.
1. The Executive Engineer, WRD., Vennar Basin Division, (PIU-I) Thiruvarur .
2. The Executive Engineer, WRD., Special Project Division, (PIU-II) Thanjavur.
Ltr No .DB/F-11/2016/ dated: 24 -08-2016.
Sir,
Sub: CRZ – Construction/reconstruction/ repairing in Harichandranathi, Vellaiyar,
Pandavaiyar, Valavanar and Vedharanyam Canal in Keevalur, Nagapattinam,
Vedharanyam and Thirukkuvalai Taluks of Nagapattinam District proposed by
the PWD – Clearance under CRZ Notification 2011 – order issued.
Ref:
Proceeding of the Member Secretary TNSCZMA & Director of Environment,
Chennai-15 Proc.No.P1/445/2016/dt: 08.08.2016.
******
The kind attention of the Executive Engineer’s invited to the reference cited, where in necessary CRZ Clearance is issued for the above project subject to the following specific conditions.
a) The proposed activity shall not cause hindrance to the fishing and allied activities. b) Only those structures mentioned in the proposal shall be repaired / constructed. c) The concrete mix proposed for downstream cut off wall may be changed as M30 as per IS 456-
2000 as the structures are come under severe environmental exposure conditions. d) Stainless steel structures should be used in the grade of 310 L. e) The structures should be properly protected by suitable metalizing process. f) Painting should be done immediately after erection of shutters as per IS 14177:1994 (guidelines
for painting systems for hydraulic gates and hoist) indicated by the IIT, Madras. g) All the suggestions indicated by the IIT Madras in their technical opinion should be adhered.
Hence the Executive Engineer’s are requested to adhere to the directions given by
TNSCZMA, and incorporate the conditions during execution.
Encl: Copy of reference cited Executive Engineer, WRD., Project Management Unit,
ADB-CAVSCD Project, Trichy – 20.
79
Copy submitted to the Chief Engineer, WRD, Project Director – CAVSCDP, Trichy Region, Trichy for kind information. Copy submitted to the Superintending Engineer, WRD, Lower Cauvery Basin Circle, Thanjavur for kind information and necessary action please.
Executive Engineer, WRD., Project Management Unit,
ADB-CAVSCD Project, Trichy – 20.
Copy with a copy of enclosure communicated to the following for information and request follow up action. 1. Thiru.Sethurathinam Subbiah,
Project Management Specialist PMU, Trichy-20.
2. Gyanesh Shukla, Environment Specialist PMU, Trichy.
Executive Engineer, WRD., Project Management Unit, ADB-CAVSCD Project,
Trichy – 20.
80
ANNEX-4 STATUS OF REMOVAL OF FOREST TREES AND ENUMERATION PROCESS
River Name District
Forest
Removal process Enumeration process Action
taken for
officer Total no. No. of Balance Length of Enumeration Balance No. of cutting
incharge of trees trees to be river where done so far length to be Trees process identifie
d removed
so far
removed enumeration
to be done
(kms)
(kms) enumerated counte d
Pandavaiyar Thiruvarur 17756 13572 4184 --- --- --- --- Removal
of balance
trees is
pending
due to want
of
additional
funds.
Vellaiyar Thiruvarur 12143 12143 --- --- --- --- ---
Harichandra
nathi
Thiruvarur --- --- --- 42.840 42.840 --- 10900 Proposal is
under
Adappar Thiruvarur --- --- --- 6.786 6.786 --- 3513 process for
getting
funds from
the Govt.
81
ANNEX -5 STATUS OF REMOVAL OF WRD TREES
is under
Sl. River Name Revenue Status as Revenue (RDO) process WRD Process Remarks
No Division on incharge Total no. Permission Balance Auction No. of Balance
of trees obtained process trees no. of identified from RDO done disposed trees for so far off disposal
1. Pandavaiyar Thiruvarur & 20.04.2017
Mannargudi
2295 1406 889 385 385 1021
Present 2295 1406 889 385 385 1021 stage
2. Vellaiyar Thiruvarur, 20.04.2017
Mannargudi
3390 3390 -- 382 382 3008
& Present 3390 3390 -- 731 731 2659
Nagapattinam stage
3. Harichandra Thiruvarur, 20.04.2017
nathi Mannargudi
4088 626 3462 -- -- 626 Verification
by Revenue
& Present
Nagapattinam stage
4088 2293 1795 -- -- 2293 department
4. Adappar Mannargudi 20.04.2017 3339 -- -- -- -- -- progress
Nagapattinam Present 3389 781 2558 -- -- 781
stage 5. Valavanar Mannargudi 20.04.2017
Nagapattinam
336 -- 336 -- -- --
Present 336 -- 336 -- -- -- stage
TOTAL 13498 7870 5578 1116 1116 6754
82
ANNEX-6. STATUS OF SHIFTING OF EB POLES AND TRANSFORMERS
Sl.
No
River Name Divisional
Engineer
(TANGEDCO
)
in-charge
Status as on EB structures Action to be taken by TANGEDCO
No.
of
pole
s
No. of
Transf
ormers
Total Estimate
sanctione
d for
removal
Compensati
on Amount
remitted to
EB
No. of
poles &
Transfor
mers
shifted
Balance to be
shifted
1. Pandavaiyar Thiruvarur
Nagapattinam
20.04.2017 339 10 349 -- -- -- 349
Present stage 339 10 349 7 7 7 342
2. Vellaiyar Manargudi
Thiruvarur
Nagapattinam
20.04.2017 454 6 460 196 196 02 458
Present stage 454 6 460 359 196 04 456
3. Harichandranathi Manargudi
Thiruvarur
Nagapattinam
20.04.2017 453 6 459 226 14 -- 459
Present stage 726 11 737 226 38 -- 737
4. Adappar Thiruvarur
Nagapattinam
20.04.2017 330 6 336 -- -- -- 336
Present stage 330 6 336 -- -- -- 336
5. Valavanar Thiruvarur
Nagapattinam
20.04.2017 62 2 64 -- -- -- 64
Present stage 62 2 64 -- -- -- 64
6. Vedharanayam
Canal
Nagapattinam 20.04.2017 96 7 103 -- -- 01 102
Present stage 96 7 103 -- -- 01 102
TOTAL 2007 42 2049 592 241 12 2037
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ANNEX-7 .SAMPLE EMISSION TEST CERTIFICATES
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ANNEX-8 . REGISTRATION UNDER WORKERS ACT
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ANNEX-9 (a) COMPLIANCE STATUS WITH EARTH AND SAND MINING
Detailed Compliance status with earth and sand mining
Borrow Earth - Under the project the arrangement for locating the source of supply of material for embankment as well as compliance to environmental requirements, as applicable, shall be the sole responsibility of the contractor. The environmental Officer of WRD is required to inspect borrow area location prior to approval and the operation and rehabilitation of borrow area shall be according to Madras Detailed Standard Specification (MDSS) and Environmental Code of Practices given in Annexure. WRD has already identified several borrow sites. The details of compliance status with earth mining is given under.
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Sand Mining- As per Tamilnadu Govt. new sand policy, online purchase of sand for construction purposes has been made compulsory by the Tamil Nadu government from July 1,2017 in a move aimed at ensuring a hassle free experience for consumers. Henceforth, both truck owners involved in distribution of sand as well as the general public have to register online for purchasing sand.“From July 1, 2017, the general public and truck owners (who procure and supply sand from quarries) can meet their sand requirements only by booking online. The same is to help the government meet consumers’ demand and ensure adequate supply of sand at lower rates as they can make advance bookings. Further, trucks involved in supplying sand can now receive the same from quarries and other designated spots at specifically alloted time slots, rather than waiting for long hours outside the quarries. The details of project compliance status with sand mining is given under.
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ANNEX-9- Additional Information
The additional information of volume needed for the quarrying materials is given below as part of Annexture-9.
Name of Works
Name of
Contractor
Quarry materials requirements (m3)
Sand
Stone
jelly
Earth for
embankment
Gravel
CW-1 Harichandranathi
JSR /Avantika 1,23,262
2,34,443
18,55,200
66,858
CW-2 Adappar
JSR /KC 49,957
1,38,227
18,95,000
46,632
CW-3 Vellaiyar
JSR /MKS/VIL 66,557
1,52,347
10,54,500
1,20,750
CW-4 Pandavaiyar
Shipatti 39,667
83,398
9,55,250
63,450
CW-5 Valavanar
Thir C. Vadivelu 14,672 27,728 3,27,100 43,340
CW-6 V.Canal
Annai
Infrastructure
development
8490
16020
3,78,200
1914
There will be possibility for no closure of approved stone quarry since required quantity is much
available. Similarly, new quarries for sand & gravel will be opened with environmental clearance
soon after the closure of the functioning quarries. For earth mining only, the district
administration is being approached for getting clearance to extract earth from borrow area
identified and approved by PMU. In a few reaches, the earth was taken from private quarry duly
approved by mines Department. In general, adequate quantities of all materials available
surrounding the project area.
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ANNEX-10 . SITE VISIT REPORT TO CHECK THE SAND MINING ISSUES RAISED IN THE AIDE
MEMOIRE OF THE ADB LOAN REVIEW MISSION
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ANNEX-10 a . DRAWING OF THE WALL STRUCTURE
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ANNEX-10 b . CONTRACTOR’S RENTED HOUSES DETAILS USED AS PERMANENT LABOUR CAMP ACCOMMODATION
Name of works Name of the Contractor
Permanent labour camp accommodation
Conditions and facilities given
CW1: Harichandranathi
JSR Avanthika 1. Village Mannakudi 10-15 rooms rented building
2. Village Alamthambadi 2 nos. houses rented
The labour camps are
the rental buildings
located sufficiently away
from the village hamlets
so that no conflict will
arise. The camps are
provided with sufficient
water and sanitation
facilities including
disposal system of
wastage from the camp.
No women labour are
living in the camps.
CW-2 Adappar River
JSR KC 1. Village Pamini – 2 Nos. of rented houses
2. Village Umblacheri - 3 nos. rented house.
CW-3 Vellaiyar River
JSR MKS VIL 1. Village Eravaikudi – 3 nos. rented house
2. Village Valivalam 1 No. rented house
3. Village Mavoor 2 Nos. house rented
4. Chithiraiour village 2 Nos. rented house
5. Village Lakshmumangudi 2 Nos. rented houses
6. Boothamangalam village 2 rented house
7. Ogaiyuperaiur village 1 rented house
CW-4 Pandavaiyar River
Sripathy 1. Mangudy village 1 No. rented house
2. Kalyanamahadevi 1 No. house rented
3. Sithanakudi 1 No. house rented 4. Koradachery 1 No. house
rented 5. Sigar 2 Nos. houses rented 6. Nagalur village 1 No. house
rented
CW-5 Valavanar Drain
Thiru.C.Vadivelu 1. 10 rooms accommodated in Thanikottagam village
CW-6 V.Canal
Annai Infrastructure development
1. Village Vellapallam 2 Nos. houses rented
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ANNEX-11 . PHOTO-PLATES
Ambient Air qulity and noise quality monitoring
Covering Transportation of Earth @LS 5400 m (Valavanar)
Existing crematoria and re-established crematoria near Village Eriyangudi (144 LB CW-3 package)
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Water quality Monitoring sample Suppression of dust through
Covered Construction Camp Site CW-4 Contractors records of sand sale
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