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Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
i
EIA REPORT
Prepared by:
SENES Consultants India Pvt. Ltd.
ENVIRONMENTAL IMPACT ASSESSMENT
STUDY FOR “BEACH RESORT PROJECT” AT
SAGARTIRATH VILLAGE,
DIST. SINDHUDURG, MAHARASHTRA
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
ii
INFORMATION ABOUT EIA CONSULTANTS
Brief Company Profile
This Environmental Impact Assessment (EIA) report has been prepared by SENES Consultants
India Pvt. Ltd.
SENES India, incorporated under the Companies Act 1956 (No. 1 of 1956), has been operating in the
county for more than 10 years and holds expertise in conducting Environmental Impact Assessments,
Social Impact Assessments, EHS Compliance Audits, Design and Planning of Solid Waste Management
Facilities and Carbon Advisory Services.
The location of SENES offices in India are given below.
Noida (Head office):
1st Floor, Tower B, Logix Techno Park,
Plot No. 5, Sector – 127, Noida Uttar
Pradesh -201301
Tel: +91-020-4368400
Fax: +91-020-4368401
Mumbai:
711, Mayuresh Cosmos
Plot No. 37, Sector 11
CBD, Mumbai – 400614
Tel: +91-22-27576298
Fax: +91-22-27564781
Kolkata :
MBL House, DD-18/8
5th Floor, Sector-1 Salt lake City
Kolkata – 700064
Tel: +91-33-23598070
Fax: +91-33-23598072
Hyderabad:
305, Third Floor,
12-13-97, Tata Tycoon Tarnaka
Hyderabad – 500017
Tel: +91-40-40180801
Fax: +91-40-40180802
QCI/NABET Accreditation Status
As on date, SENES has been granted accreditation by the Quality Council of India / National
Accreditation Board for Education & Training (QCI / NABET) in 14 sectors vide Certificate No.
NABET/EIA/1013/043.
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
iii
Table of Contents
CHAPTER 1. INTRODUCTION............................................................................................. 1-1
1.1 Project ............................................................................................................................... 1-1
1.2 Project Need and its Significance ....................................................................................... 1-1
1.3 Objectives of the EIA Study ............................................................................................... 1-1
1.4 Scope of the Study ............................................................................................................. 1-2
1.5 EIA Methodology .............................................................................................................. 1-2
1.6 Structure of the EIA Report ................................................................................................ 1-3
CHAPTER 2. PROJECT DESCRIPTION ............................................................................... 2-1
2.1 Project detail ...................................................................................................................... 2-1
2.2 Site Selection Criteria ........................................................................................................ 2-1
2.3 Nature and Size of the Project ............................................................................................ 2-1
2.4 Project Site Location .......................................................................................................... 2-2
2.5 Site Connectivity ............................................................................................................... 2-4
2.6 Site Surrounding features ................................................................................................... 2-4
2.7 project site and site surrounding Photographs ..................................................................... 2-4
2.7.1 Land Use Distribution and Area Statement ............................................................................. 2-4
2.7.2 Population Details .................................................................................................................. 2-6
2.8 Utilities Proposed during Construction and Operation Phase .............................................. 2-7
2.8.1 Water Requirement and Supply .............................................................................................. 2-7
2.8.2 Sewage System ...................................................................................................................... 2-8
2.8.3 Details of Proposed STP (375 KLD)....................................................................................... 2-8
2.8.4 System Design (STP Capacity – 375 KLD) .......................................................................... 2-10
2.8.5 Rainwater Harvesting System ............................................................................................... 2-13
2.8.6 Power Requirement and Supply............................................................................................ 2-13
2.8.7 Parking 2-14
2.8.8 Municipal Solid Waste Management .................................................................................... 2-14
2.8.9 E-Waste Management .......................................................................................................... 2-14
2.8.10 Sewage Sludge ..................................................................................................................... 2-14
2.8.11 Landscape Development ...................................................................................................... 2-14
2.8.12 Energy Conservation Measures ............................................................................................ 2-14
2.8.13 Fire Safety Facilities ............................................................................................................ 2-14
2.8.14 Building Materials and Technologies for Construction ......................................................... 2-15
2.8.15 Construction Period & Schedule ........................................................................................... 2-15
2.8.16 Project Cost ......................................................................................................................... 2-15
CHAPTER 3. LEGAL & ADMINISTRATIVE FRAMEWORK............................................ 3-16
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
iv
3.1 Environmental Policies .................................................................................................... 3-16
3.2 Legal Provisions for Environment Related to Building and Construction Projects ............. 3-16
3.2.1 Ministry of Environment & Forests ...................................................................................... 3-17
3.2.2 Maharashtra State Pollution Control Boards ......................................................................... 3-17
3.2.3 Energy Conservation Building Code (ECBC) ....................................................................... 3-18
3.3 Siting of Projects.............................................................................................................. 3-20
3.3.1 Environmental Clearance of Developmental Projects ............................................................ 3-21
3.1 Coastal Regulation Zone (CRZ) Notification (amended in 2011) ...................................... 3-22
3.2 Usage of Water & Water Pollution ................................................................................... 3-23
3.3 Air Quality....................................................................................................................... 3-23
3.4 Noise Level ..................................................................................................................... 3-24
3.5 Solid and Hazardous Waste Management ......................................................................... 3-24
3.6 Central Ground Water Authority (CGWA) Notification.................................................... 3-25
3.7 Operation of Motor Vehicles ............................................................................................ 3-25
CHAPTER 4. BASELINE ENVIRONMENT STATUS......................................................... 4-26
4.1.1 Land Environment ............................................................................................................... 4-26
4.2 Air Environment .............................................................................................................. 4-27
4.2.1 Meteorology ........................................................................................................................ 4-27
4.3 Noise Environment .......................................................................................................... 4-33
4.4 Traffic Pattern and Density .............................................................................................. 4-35
4.5 Soil .................................................................................................................................. 4-36
4.6 Water environment .......................................................................................................... 4-37
4.6.1 Ground Water Scenario of the district ................................................................................... 4-37
4.7 Ecology ........................................................................................................................... 4-41
Terrestrial Ecosystem ..................................................................................................................... 4-44
4.8 Forest .............................................................................................................................. 4-50
4.9 Scrub forest ..................................................................................................................... 4-50
4.10 Plantation and Orchards ................................................................................................... 4-50
4.11 Socio Economic Environment .......................................................................................... 4-52
4.12 General Socio-Economic Profile ...................................................................................... 4-52
4.12.1 Demographic Profile ............................................................................................................ 4-53
4.12.2 Education & Literacy ........................................................................................................... 4-54
4.12.3 Economic Activity & Livelihood Pattern .............................................................................. 4-54
4.12.4 Socioeconomic Infrastructure ............................................................................................... 4-55
CHAPTER 5. POLLUTION SOURCES, IMPACT PREDICTION & IMPACT ASSESSMENT5-57
5.1 Pollution Sources ............................................................................................................. 5-57
5.2 Impact Prediction and Impact Assessment ........................................................................ 5-58
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
v
5.3 Impact on Physical Environment ..................................................................................... 5-60
5.3.1 Impact on Physical Environment during Pre-Construction Phase .......................................... 5-60
5.3.2 Impact on Physical Environment during Construction Phase ................................................. 5-60
5.4 Impact on Air Environment .............................................................................................. 5-61
5.4.1 Impact on Air Environment during Pre- construction Phase .................................................. 5-61
5.4.2 Impact on Air Environment during Construction Phase ........................................................ 5-61
5.5 Impact on Noise Environment .......................................................................................... 5-67
5.5.1 Impact on Noise Environment during Pre-construction ......................................................... 5-67
5.5.2 Impact on Noise Environment during Construction and Operation Phase .............................. 5-67
5.6 Impact on Water Environment ......................................................................................... 5-71
5.6.1 Impact on Water Environment during Construction Phase .................................................... 5-71
5.6.2 Impact on Water Environment during Operation Phase ......................................................... 5-72
5.7 Impact on Land Environment ........................................................................................... 5-74
5.7.1 Impact on Land Environment during Construction Phase ...................................................... 5-74
5.7.2 Impact on Land Environment during Operation Phase .......................................................... 5-75
5.8 Impact on Ecological Environment .................................................................................. 5-77
5.8.1 Impact on Ecological Environment during Construction Phase ............................................. 5-77
5.8.2 Impact on Ecological Environment during Operation Phase .................................................. 5-78
5.9 Impact on Socio-Economic Environment ......................................................................... 5-78
5.9.1 Impact on Socio-Economic Environment During Construction Phase .................................. 5-78
5.9.2 Impact on Socio-Economic Environment during Operation Phase........................................ 5-78
5.10 Impact on Historical, Archaeological and Architectural Sites ........................................... 5-79
5.11 Summary of impacts ........................................................................................................ 5-79
CHAPTER 6. ENVIRONMENTAL MANAGEMENT PLAN ............................................... 6-83
6.1 Introduction ..................................................................................................................... 6-83
6.2 Capacity Building for EMP Implementation ..................................................................... 6-83
6.3 Implement Arrangements for EMP ................................................................................... 6-83
6.4 Environmental Management Plan Matrix ......................................................................... 6-83
6.5 EMP for Air Environment ................................................................................................ 6-95
6.5.1 Site Preparation .................................................................................................................... 6-95
6.5.2 Noise Environment .............................................................................................................. 6-96
6.5.3 Construction Material Management ...................................................................................... 6-96
6.5.4 Vehicle Emission Controls and Alternatives ......................................................................... 6-97
6.6 EMP for Noise Environment ............................................................................................ 6-98
6.6.1 Construction Phase ............................................................................................................... 6-98
6.6.2 Operation Phase ................................................................................................................... 6-99
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
vi
6.7 EMP for Water Environment ............................................................................................ 6-99
6.7.1 Construction Phase ............................................................................................................... 6-99
6.7.2 Operation Phase ................................................................................................................... 6-99
6.8 EMP for Land Environment ........................................................................................... 6-104
6.8.1 Construction Debris ........................................................................................................... 6-104
6.8.2 Waste due to construction workers & Biomass .................................................................. 6-104
6.8.3 Topsoil Management .......................................................................................................... 6-104
6.8.4 Solid Waste Management ................................................................................................... 6-105
6.9 EMP for E-Waste Management ...................................................................................... 6-105
6.10 EMP for Ecological Environment ................................................................................... 6-105
6.10.1 Construction Phase ............................................................................................................. 6-105
6.10.2 Operational Phase .............................................................................................................. 6-105
6.10.3 Green Belt Plan .................................................................................................................. 6-106
6.10.4 Greenbelt Design for Site ................................................................................................... 6-107
6.11 EMP for Socio-economic Environment .......................................................................... 6-107
6.11.1 Mitigative Measures ........................................................................................................... 6-107
6.12 EMP for Energy Conservation ....................................................................................... 6-107
6.13 Electrical Hazardous and Safety Measure Plan ............................................................... 6-109
6.14 Fire Fighting Management ............................................................................................. 6-112
6.15 Health , Safety and Welfare Plan .................................................................................... 6-113
6.15.1 Fixation of Hours of Work and Interval of Rest & Spread Over .......................................... 6-113
6.15.2 Weekly rest, payment of work dones on the day of rest at overtime rate, etc. ...................... 6-113
6.15.3 Notice of Wage Period ....................................................................................................... 6-113
6.15.4 Accommodation ................................................................................................................. 6-113
6.15.5 Latrine and Urinal .............................................................................................................. 6-113
6.15.6 Medical Facilities ............................................................................................................... 6-114
6.15.7 Emergency Care Services or Emergency Treatment ............................................................ 6-115
6.15.8 Safety Measures ................................................................................................................. 6-115
CHAPTER 7. ENVIRONMENTAL MONITORING PLAN ................................................ 7-116
7.1 General .......................................................................................................................... 7-116
7.2 Objectives of Environmental Monitoring Plan ................................................................ 7-116
4.7 Suggested Environmental Monitoring Plan ..................................................................... 7-116
7.2.1 Data Analysis ..................................................................................................................... 7-119
7.2.2 Reporting Schedule ............................................................................................................ 7-119
7.2.3 Emergency Procedures/Corrective Measures ...................................................................... 7-119
CHAPTER 8. Risk Assessment and Disaster Management Plan ........................................... 8-120
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
vii
8.1 Introduction ................................................................................................................... 8-120
8.2 Risk Assessment during the construction phase .............................................................. 8-120
8.3 risk assessment during the operation phase ..................................................................... 8-120
8.3.1 History of Disaster in Sindhudurg District .......................................................................... 8-120
8.4 Disaster Management Plan for Construction Phase ......................................................... 8-121
8.5 Disaster Management Plan for Operation Phase ............................................................. 8-122
8.5.1 On Site Emergency Management Plan ................................................................................ 8-122
8.5.1.1 Earthquake ........................................................................................................... 8-122
8.5.1.2 Fire ...................................................................................................................... 8-123
8.6 Key Persons and Responsibilities ................................................................................... 8-125
8.7 Emergency Preparedness................................................................................................ 8-127
8.8 Emergency Management Procedure ............................................................................... 8-127
8.9 Off-Site Emergency Preparedness Plan .......................................................................... 8-128
8.10 Management Frameworks and Conclusion ..................................................................... 8-129
8.10.1 Coordination with Concerned Authorities ........................................................................... 8-130
CHAPTER 9. CORPORATE ENVIRONMENT RESPONSIBILITY .................................. 9-131
9.1 Environment Policy ....................................................................................................... 9-131
9.2 Standard Operating Procedures ...................................................................................... 9-131
9.3 Hierarchical System of the Organization ........................................................................ 9-131
9.4 Reporting Mechanism of Non-Compliance ..................................................................... 9-132
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
viii
List of Table
Table 2.1 : Land Details.................................................................................................................. 2-2
Table 2.2 : Project Details............................................................................................................... 2-5
Table 2.3 : Population Details ......................................................................................................... 2-6
Table 2.4 : Water Demand .............................................................................................................. 2-7
Table 2.5 : Details Break-up of Water Requirement ........................................................................ 2-7
Table 2.6 : Wastewater Generation ................................................................................................. 2-8
Table 2.7 : Power Demand of the Proposed Project ....................................................................... 2-13
Table 2.8 : Provided Parking Details ............................................................................................ 2-14
Table 2.9 : Construction Materials to be used for Proposed Project ............................................... 2-15
Table 3.1 Summary of Environmental Legislation concerning Proposed Project............................ 3-19
Table 4.1: Landuse Within 10 km from the Project Site ................................................................ 4-26
Table 4.2: Climatological Table of Vengurla Taluka ..................................................................... 4-27
Table 4.3 Climatological Data ...................................................................................................... 4-28
Table 4.4 Ambient Air Quality Monitoring Locations ................................................................... 4-28
Table 4.5 Ambient Air Quality Results AQ1- Project Site ............................................................. 4-29
Table 4.6 Ambient Air Quality Results AQ2- Mochemad Village ................................................. 4-29
Table 4.7 Ambient Air Quality Results AQ3- Naichiaad Village ................................................... 4-29
Table 4.8 Ambient Air Quality Results AQ4- Shiroda Village ...................................................... 4-29
Table 4.9 Ambient Air Quality Results AQ5- Velagar Village ...................................................... 4-30
Table 4.10 Baseline Air Quality – PM10 ........................................................................................ 4-30
Table 4.11 Baseline Air Quality – PM2.5 ....................................................................................... 4-31
Table 4.12 Baseline Air Quality – SO2 .......................................................................................... 4-31
Table 4.13 Baseline Air Quality –NOx .......................................................................................... 4-32
Table 4.14 Baseline Air Quality – CO........................................................................................... 4-33
Table 4.15 Noise Monitoring Locations ........................................................................................ 4-33
Table 4.16 Monitoring Results – Noise ......................................................................................... 4-34
Table 4.17 Ambiant Noise Quality Standards ................................................................................ 4-34
Table 4.18 Traffic Statistics of studied roads................................................................................. 4-35
Table 4.19 Soil Sampling Locations ............................................................................................. 4-36
Table 4.20 Soil Sampling Results ................................................................................................. 4-36
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
ix
Table 4.21 Water Sampling Locations .......................................................................................... 4-40
Table 4.22 Water Sampling Locations – Ground Water................................................................. 4-40
Table 4.23 Water Sampling Locations – Surface Water................................................................. 4-41
Table 4.24 Site flora of Proposed Project ...................................................................................... 4-44
Table 4.25 Site Avifauna .............................................................................................................. 4-46
Table 4.31 Reptilian fauna of the Site ........................................................................................... 4-48
Table 4.32 Butterfly Species ......................................................................................................... 4-49
Table 4.28 Local distribution of plant species .............................................................................. 4-51
Table 4.29 Scheduled Animal Species In The Study Area ............................................................. 4-51
Table 4.30 List of Villages Selected for Socio-economic Profiling ................................................ 4-53
Table 4.31 demographic profile of the study area villages ............................................................. 4-53
Table 4.32 schedule caste and schedule tribes of study area villages .............................................. 4-54
Table 4.33 Literacy profile of the study area villages .................................................................... 4-54
Table 4.34 workforce participation for study area villages............................................................. 4-55
Table 4.35 basic amenities in the study area .................................................................................. 4-56
Table 5.1 Potential Pollutant Sources & Characteristics ................................................................ 5-57
Table 5.2 Identification of potential Impacts During Construction & Operation Phase ................... 5-59
Table 5.3 DG Set Specification ..................................................................................................... 5-63
Table 5.4 maximum Ground Level SO2 (µg/m3) Concentration (24 hourly Averaged) due to DG sets5-63
Table 5.5 maximum Ground Level NOx (µg/m3) Concentration (24 hours Averaged) due to DG sets5-64
Table 5.6 maximum Ground Level PM10 Concentration (µg/m3) ................................................... 5-65
Table 5.7 maximum Ground Level CO (µg/m3) Concentration (1 hours Averaged) in due to DG set5-66
Table 5.8: Noise levels Generated from Construction Equipment .................................................. 5-67
Table 5.9: Ultimate Water Requirements for Proposed Project ...................................................... 5-72
Table 5.10: Standards for Effluent Disposal .................................................................................. 5-73
Table 5.11: Expected Solid Waste Generation............................................................................... 5-76
Table 5.12 Summary Matrix of Predicted Impacts due to Proposed Project .................................. 5-80
Table 6.1 : Environnemental Management Plan Matrix ................................................................. 6-85
Table 6.2 Standards for Occupational Exposure ............................................................................ 6-98
Table 7.1: Recommended Environmental Monitoring Plan ......................................................... 7-117
Table 7.2: APPLICABLE STANDARDS FOR DIFFERENT ENVIRONMENTAL COMPONENTS .......... 7-119
Environment Impact Assessment Report Beach Resort, Sindhudurg, Maharashtra
x
List of Figures
Figure 1-1: EIA Methodology ......................................................................................................... 1-2
Figure 2.1 Location of the Project Site on District Map ................................................................... 2-3
Figure 2.2 Location of the Project Site on Google image ................................................................. 2-3
Figure 2.3 Photographs - Site and Surrounding Features ................................................................. 2-4
Figure 4.1 PM10 Level Comparison at 5 Locations ........................................................................ 4-30
Figure 4.2 PM2.5 Level Comparison at 5 Locations ....................................................................... 4-31
Figure 4.3 SO2 Level Comparisons at 5 Locations ........................................................................ 4-32
Figure 4.4 NOx Level Comparison at 5 Locations ......................................................................... 4-32
Figure 4.5 CO Level Comparison at 5 Locations ........................................................................... 4-33
Figure 4.6 Day Time Noise Level Comparison at 3 Locations ....................................................... 4-35
Figure 4.7 Day Time Noise Level Comparison at 3 Locations ....................................................... 4-35
Figure 4.8 Traffic Flow Comparison at 2 Locations ...................................................................... 4-36
Figure 4.9 Depth to Water Level During Pre-Monsoon and Post Monsoon .................................... 4-39
Figure 5.1 Spatial Distribution of 24 hours averaged SO2 GLC (µg/m3) due to DG Sets ............... 5-64
Figure 5.2 Spatial variation of 24 hours averaged NOx GLC (µg/m3) due to ................................. 5-65
Figure 5.3 Spatial Distribution of 24 hours averaged PM10 GLC (µg/m3) due to ........................... 5-66
Figure 5.4 Spatial Distribution of 8 hours averaged CO GLC (µg/m3) due to ................................ 5-67
Figure 5.5 Spatial Variation of Incremental Noise Level during Construction Phase without Control5-69
Figure 5.6 Spatial Variation of Incremental Noise Level during Operation Phase without Control ... 5-70
Figure 6.1: EMP Implémentation Chart ........................................................................................ 6-84
Figure 6.2 MBR Configuration ................................................................................................... 6-102
Figure 9.1 Hierarchical System of the Organisation .................................................................... 9-132
Figure 9.2 Reporting Mechanism of Non-Compliance............................................................... 9-132
Environment Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
1-1 Introduction
CHAPTER 1. INTRODUCTION
1.1 PROJECT
M/s. Elite Township Pvt. Ltd. intends to develop a Beach Resort Project at Sagartirth encompassing
three villages Sagartirth, Tank & Temb in Taluka Vengurla, Sindhudurg District in Maharashtra.
The proposed project comprises of a resort comprised of guest rooms, suites, villas, public areas and
amenities. The proposed development is basically a Beach Resort project and falls under CRZ-III
Category. The entire complex would be developed in an area of 219,084 m2, which comprises of a
resort including guest rooms, suites, villas, public areas and amenities. The total built-up area is
approximately 61,926.22 m2.
As per the EIA notification, 2006 and its subsequent amendments, proposed Beach Resort
development, having built up area of more than 20,000 sq.m but less than 1,50,000 sq.m is listed as
project/activity 8(a) under category ‘B2’– “Building and Construction Projects” and will require prior
environmental clearance from State territory level Expert Appraisal Committee (SEAC) of
Maharashtra on submission of application documents (Form 1, Form 1A and Conceptual plan). In
addition to this, the proposed project site is strategically located near the seashore and is falling under
Coastal Regulation Zone (CRZ)-III category and therefore require CRZ clearance under CRZ
Notification, 2011 of MoEF from the concerned authority of the state. In view of this, detailed
Environmental Impact Assessment report need to be prepared and submitted to the concerned
authority.
M/s. Elite Township Pvt. Ltd has retained M/s SENES Consultants India Private Limited to conduct
the Environmental Impact Assessment study for the proposed project.
1.2 PROJECT NEED AND ITS SIGNIFICANCE
The tourism industry in India is substantial and vibrant, and the country is quickly becoming a major
global destination. There are quite a few resorts operating in Sindhudurg area. This upcoming beach
resort will become a pleasant alternative with its unique location and facilities that it will provide. The
proposed project will lead to following benefits.
• Tourism is a growing industry; therefore there is need for more hospitality services. The
proposed resort aims at fulfilling the need to satisfy the tourism market through provision
of quality services and accommodation.
• Improvement in local area by providing additional employment opportunities to the
skilled as well as unskilled people;
• The planned development with modern infrastructure facilities would add-on to the local
aesthetics
1.3 OBJECTIVES OF THE EIA STUDY
The objectives of the EIA study are as follows:
• To describe the proposed project and associated works together with the requirements for
carrying out the proposed development;
• To identify and describe the elements of the community and environment likely to be
affected by the proposed developments;
Environment Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
1-2 Introduction
Project Scoping
Identify potential sources of
Impact
Predict consequences and
likelihood of Impact
Evaluate the significance
Investigate options for
mitigation
Prepare final EIA report
(Along with EMP and
DMP)
Inte
ract
ion
wit
h P
roje
ct P
rop
on
ents
C
on
sulta
tion
with
stak
ehold
ers
Ba
seli
ne S
tud
ies
( E
xis
tin
g d
ata
Coll
ecti
on
an
d n
ew s
urv
ey
s)
• To identify, predict and evaluate environmental and social impacts expected to arise
during the construction and operation phase of the project in relation to the sensitive
receptors;
• To identify the negative impacts and develop mitigation measures so as to minimize
pollution, environmental disturbance and nuisance during construction and operations of
the development; and
• To design and specify the monitoring requirements necessary to ensure the
implementation and the effectiveness of the mitigation measures adopted.
1.4 SCOPE OF THE STUDY
The study involves, detailed reconnaissance visit to the site to assess the existing environmental
baseline condition of the area, subsequent assessment of potential impact from the construction
activity and during the operation phase of the proposed development in order to suggest the necessary
mitigation measures, required to be taken for the protection of the environment. Apart from this,
Environmental Management Plan (EMP) and Disaster Management Plan (DMP) will also be prepared
in order to prevent any hazard during construction and operation phase.
1.5 EIA METHODOLOGY
The EIA study for the proposed project has been carried out as per the EIA guidelines of the Ministry
of Environment and Forest (MoEF). The EIA methodology for the proposed project has been
described in Figure 1-1.
FIGURE 1-1: EIA METHODOLOGY
Environment Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
1-3 Introduction
1.6 STRUCTURE OF THE EIA REPORT
The EIA Report presents the existing baseline scenario, assessment and evaluation of the
environmental impacts that may arise during the construction and operation period.
The content of the remainder part of the report are as follows:
Chapter 2: Project Description
Chapter 3: Legal and Administrative framework
Chapter 4: Baseline Environmental status of project area
Chapter 5: Pollution Sources and Environment Impacts
Chapter 6: Environmental Management Plan
Chapter 7: Environmental Monitoring Plan
Chapter 8: Disaster Management Plan
Chapter 9: Corporate Environment Responsibility
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-1 Project Description
CHAPTER 2. PROJECT DESCRIPTION
2.1 PROJECT DETAIL
M/s. Elite Township Pvt. Ltd. intends to develop a Beach Resort at Sagartirth encompassing three
villages Sagartirth, Tank & Temb in Taluka Vengurla, Sindhudurg District in Maharashtra.
The proposed project comprises of a resort comprised of guest rooms, suites, villas, public areas and
amenities. The entire complex would be developed in an area of 219,084 m2, which comprises of a
resort including guest rooms, suites, villas, public areas and amenities. The total built-up area is
approximately 61,926.22 m2.
The proposed development is located near the seashore and falls under Coastal Regulation Zone
(CRZ)-III Category. The CRZ map indicating the High Tide Line (HTL), Low Tide Line (LTL) &
CRZ boundaries lying at 200m and 500m specified by National Institute of Oceanography (NIO) is
enclosed as Annexure-2.1. The rapid marine environmental impact assessment study has also been
carried out by NIO for the above said development, the same is enclosed separately.
2.2 SITE SELECTION CRITERIA
The sitting of developmental projects in India is managed by Siting Guidelines for activities and
projects delineated by the Ministry of Environment and Forest (MoEF) and the Central Pollution
Control Board (CPCB). The overall purpose of the guideline is to aid proponents in judiciously
selecting project sites, keeping in mind various environmental sensitivities. However, the guidelines
for siting are not legally enforceable except for areas which are ecologically fragile (as notified by
certain specific notifications) or are located in the Coastal Regulation Zone as demarcated by the
Coastal Regulation Zone Notification, 1991 and subsequent amendments. Additionally, State
Governments sometimes formulate State wise Siting Guidelines for development planning.
The design brief places a strong emphasis on achieving a high level of environmental performance,
durability, and healthy indoor air quality through integrated design, best practices and emerging
technologies. For the proposed beach resort project, sustainability is integrated into all phases of the
design process using an integrated approach which balances social, economic, and environmental
factors.
2.3 NATURE AND SIZE OF THE PROJECT
The proposed Beach Resort will be developed in an area of 54.13 Acres i.e. 2,19,084 sq m, which
comprises of resort guest rooms, suites, villas, public areas and amenities.
The proposed project will be comprising of 160 Guest Rooms, 16 Suites (1BR), 2 Suites (2 BR), 29
Villas (3BR), 5 Villas (2 BR), banquet halls, restaurants and Spa. It will also have facility for parking.
Proper landscaping will also be done within the proposed site.
The project will also involve internal development of basic infrastructure such as internal roads,
power supply, water supply, sewer and storm water pipe network and waste management system.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-2 Project Description
2.4 PROJECT SITE LOCATION
The proposed project site is strategically located near the seashore & falls under CRZ-III Category.
The proposed development also comes under the T-5 category as per notification of Urban
Development Department Mantralaya, Mumbai dated 9th
July 1999. Project site is located at Village
Sagartirath in Aravali -Tak, Vengurla Taluka, Sindhudurg District of Maharashtra. The project site
adjoins Arabian Sea, being approximately 70 m away from shoreline. Site is approachable from
MSH4 Vengurla-Shiroda coastal highway on the east.
Land details for the proposed development is given in Table 2.1
TABLE 2.1 : LAND DETAILS
S.N. Village Survey No.
1. Sagartirath 2, HISSA no. 3 B
4, HISSA no. 1 & 3
2. Tank 16, HISSA no. 1/1 & 1/4
27, HISSA no. 1/2
3. Temb 15, HISSA no. 1/1 A
HISSA no. 1/2
The location of the proposed site on District Map and Google Map is given in Figure 2.1 and Figure
2.2 respectively.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-3 Project Description
FIGURE 2.1 LOCATION OF THE PROJECT SITE ON DISTRICT MAP
FIGURE 2.2 LOCATION OF THE PROJECT SITE ON GOOGLE IMAGE
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-4 Project Description
2.5 SITE CONNECTIVITY
The connectivity of the site through air, roads and railway links is as follows:
Road – The site will be accessible by MSH4 Vengurla-Shiroda Road (Coastal Highway). The site is
located to the south of Vengurla town and southwest of Sawantwadi village at an approximate aerial
distance of ~8 km and ~22 km respectively.
Rail –– The site is well connected to the rail network through the railway main line and the nearest
railway station is Sawantwadi at a distance of about 17 Km towards the northeastern side of the site.
Air –The nearest airport is Goa Airport which is ~48 Km from the site towards SSE direction.
2.6 SITE SURROUNDING FEATURES
The proposed site is in the coastal plains and is slightly undulating. Slopes are towards the Western
side with variation (7 m) in the highest and lowest point. The site surroundings comprise of rural
setup and the land use in the surrounding area comprises of villages with residential set up. No
industrial area is observed in nearby vicinity. Many small scale hotels and resorts are seen adjoining
the coastal areas. The details of the site surrounding have been shown below in Figure 2.3
2.7 PROJECT SITE AND SITE SURROUNDING PHOTOGRAPHS
The photographs for site surrounding features are shown in Figure 2.3.
FIGURE 2.3 PHOTOGRAPHS - SITE AND SURROUNDING FEATURES
2.7.1 Land Use Distribution and Area Statement
The site layout diagram with all the activities is enclosed as Annexure 2.2. This illustrates the major
project components and their locations on the project site.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-5 Project Description
Land Use Distribution
The project will be developed on an area measuring 54.13 Acres. The project details, area statement
and FAR is given in Table 2.2 .
TABLE 2.2 : PROJECT DETAILS
Total Site Area 2, 19,084 sq.m.
FAR Permissible 72,300 sq.m
FAR (Sq. m) BUA (Sq.m)
GUEST ROOMS & SUITES
GUEST ROOMS 12634.08 14890.56
SUITES ONE BEDROOM 2454.80 2536.40
SUITES VILLA TWO BEDROOM 498.05 580.84
STAIRS AND CORRIDOR 2464.18 2464.18
TOTAL (A) 18051.11 20471.98
GUEST ROOMS & SUITES POOLS
ROOMS
3332
SUITES ONE BEDROOM
1136.11
SUITES TWO BEDROOM
132.71
TOTAL (B) - 4600.82
PUBLIC AREAS & AMENITIES
CULTURE CENTER RETAIL BLOCK 184.00 184.00
FRONT OF HOUSE 422.29 504.54
RESTAURANT #1 A.D.D 821.74 821.74
SPECIALTY RESTAURANT 464.53 464.53
LOBBY LOUNGE 98.00 98.00
SPA RECEPTION 726.26 780.10
SPA RESTAURANT 455.85 556.85
SPA TREATMENT ROOMS 430.63 500.0
MEETING AND BANQUETTING 1305.42 1573.43
BEACH RESTAURANT 254.72 300.65
KID'S ACTIVITY CENTER 130.49 165.49
BANQUETING RECEPTION 39.70 39.7
TOTAL (C) 5333.63 5989.02
TOTAL D=(A+B+C) 23384.74 31061.83
VILLA ZONE
TWO BED ROOM TYPE-A 287.83 343.15
TWO BED ROOM TYPE-B 587.79 669.42
THREE BED ROOM TYPE-A 362.76 426.37
THREE BED ROOM TYPE-B 12391.62 14467.32
THREE BED ROOM TYPE-C 753.59 826.38
CLUB 60.66 87.37
TOTAL (E) 14444.25 16820.01
VILLAS POOLS
TWO BED ROOM TYPE-A
151.13
TWO BED ROOM TYPE-B
368.39
THREE BED ROOM TYPE-A
89.49
THREE BED ROOM TYPE-B
3551.52
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-6 Project Description
THREE BED ROOM TYPE-C
443.67
TOTAL (F) - 4604.20
TOTAL FOR VILLA ZONE G = (E+F) 14444.25 21424.21
GROSS TOTAL (D+G) 37828.99 52486.03
MEP ZONES/ ANCILLARY BUILDINGS
MEP ZONE 2319.70
i. BASEMENT 1847.40
ii. SUPER STRUCTURE 472.30
BOH ZONE 3411.00
STP 500.00
TOTAL FOR MEP ZONES/ ANCILLARY BUILDINGS (H) 6230.70
Other activity area free from FAR like balconies (I) 3209.48
GRAND TOTAL BUILT-UP AREA (D+G+H+I) 61926.22
2.7.2 Population Details
The population during construction & operation phase associated with the project is given in Table
2.3
TABLE 2.3 : POPULATION DETAILS
Construction Phase Approx. 500 Nos.
Operation Phase
Name of Space Total
Rooms
No. of
person/room
Total
Population
Rooms 160 2 320
Suites (1 BR) 16 2 32
Suites (2 BR) 2 4 8
Villa (2 BR) Type A 1 4 4
Villa (2 BR) Type B 4 4 16
Villa (3 BR) Type A 1 6 6
Villa (3 BR) Type B 26 6 156
Villa (3 BR) Type C 2 6 12
Employees & Staff 212 2.5 530
Visitors L.S 200
Banquet halls L.S 600
Restaurants L.S 400
SPA L.S 100
Total 2384
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-7 Project Description
2.8 UTILITIES PROPOSED DURING CONSTRUCTION AND OPERATION PHASE
The infrastructure facilities planned for the proposed project are highlighted in the following sub-
section.
2.8.1 Water Requirement and Supply
Water Requirement
During construction phase, water requirement is about 80 KLD (including construction activity &
domestic), considering ~ 500 labors, which will be deployed at the peak construction period. The
water requirement for the construction activities would be 55 KLD and domestic water requirement
for labors will be 25 KLD.
During the operation phase, the estimated total water demand for project is about ~791 KLD, out of
which ~ 496 KLD fresh water demand & ~295 will be met through treated water supply for
landscaping, flushing & partial HVAC cooling .The details of total water demand and its break up
have been discussed below in Table 2.4 and Table 2.5:
TABLE 2.4 : WATER DEMAND
TABLE 2.5 : DETAILS BREAK-UP OF WATER REQUIREMENT
S. No Details Quantity
1 Fresh 496 KLD 2 Reuse 295 KLD
Total 791 KLD
S.N. Details Quantity in KLD
1. Domestic Other Than Flushing 272
2. Flushing 48
3. HVAC cooling 78
4. Filter Back Wash 25
5. Swimming Pool and other Process Water Wash 55
6. landscaping 238
7. Water body 75
7.1 West Zone 20
7.2 East Zone 30
7.3 Pools of Villas Clusters 13
7.4 Villa Common Pools 7
7.5 SPA Pool 4
Total 791 KLD
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-8 Project Description
Water Source
During the construction phase, tanker water supply will be used for fulfilling the water requirement.
During operation phase, water demand will be met primarily through municipal water supply system
and reuse of treated wastewater from STP.
In case of any abstraction of groundwater, due permission will be obtained from Central Ground
Water Authority (CGWA).
2.8.2 Sewage System
During construction phase, it is expected that 20 KLD of waste water will be generated from labor,
which will be disposed off in septic tanks. The waste water from septic tanks will be disposed through
mobile STP tankers.
During operation phase, the total wastewater generated from the project site will be 310 KLD. This
wastewater generated will be treated in an on-site sewage treatment plant based on Membrane Bio-
Reactor (MBR) process upto tertiary level having total design capacity of 375 KLD. The break-up of
wastewater generation and STP details is given in Table 2.6.
TABLE 2.6 : WASTEWATER GENERATION
S. No Details Quantity
1 Wastewater Generation 310 KLD 2 STP Design Capacity 375 KLD
2.8.3 Details of Proposed STP (375 KLD)
STP based on the Membrane Bio-Reactor (MBR) is a combination of Activated Sludge process
combined with absolute filtration (with Ultra Filtration). Bio-degradation is carried out due to the
presence and growth of microorganisms and suspended solids. These suspended solids and
microorganisms are separated from water by membrane unit.
Scheme process:
Raw sewage from various sources is subjected to following treatment to obtain the treated water
quality.
Bar screen Chamber
The raw sewage will be received at the inlet of the bar screen to trap any floating particles and debris.
Oil & Grease Trap and Equalization tank
A belt type oil skimmer and grease trap will be provided to remove the floating oil and grease. The oil
free effluent overflows to the collection cum equalization tank. The sewage generation is not uniform
and is subjected to fluctuation. Hence to maintain a constant flow and to homogenize the sewage
quality a suitable retention time is provided in the Equalization tank. Air mixing is also provided to
enhance the above process. Aeration tank is designed for average daily flow of 10 hrs retention. A
fine screen is placed in between to trap any sharp objects or small particles.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-9 Project Description
Aeration Tank (Process Tank/ Bio reactor)
The aeration system works on an extended aeration activated sludge process. The biological reaction
is sustained by maintaining a required level of MLSS 8000-10000mg/l in the aeration tank. The
generation of biomass reduces the incoming BOD and COD to greater than 95%. Oxygen transfer is
achieved by means of fine bubble diffusers placed at the bottom of the tank to transfer atmospheric
oxygen from air. The process aeration blowers are provided for the biological tank and ensure that
sufficient oxygen is available to maintain the biological process in the tank.
The mixed liquor containing the biomass overflows/ pumped from the aeration tank to the membrane
tank for removal of BOD. The MBR is basically a combination of Activated Sludge process combine
with absolute filtration (UF). The basic biological aeration system considered utilizes diffused
aeration to provide the required oxygen that will maintain the healthy biomass. The MBR produces
superior quality effluent through an innovative combination of immersed, low-pressure reinforced
hollow fiber ultra-filtration membranes and a suspended growth biological reactor. The reinforced
hollow fiber UF membranes replace the solids separation function of secondary clarifiers and the
polishing function of granular filter media that are found in conventional activated sludge systems. By
eliminating the need for sludge settling, MBR process can operate at mixed liquor suspended solids
(MLSS) concentrations in the range of 8,000 to 12,000 mg/L—three to five times greater than
conventional systems, resulting in plants that are significantly more compact than a conventional
plant.
Fewer processes, combined with highly automated, PLC operation makes plant operation less labor
intensive and much more straightforward. Plant operators are only required to perform regular
preventive maintenance on system pumps, blowers, and associated mechanical equipment to ensure
efficient biological processes and optimum membrane permeation.
General Quality of Sewage Inlet Characteristics
S.N. Particulars Details
1 Nature of Waste Sewage
2 pH 6.0-8.0
3 Suspended solid <0.1 mg/L
4 BOD 250-450 mg/L
5 COD 500-800 mg/L
6 TDS 400 mg/L
7 Oil & grease 10 mg/L
Quality of Treated Effluent
S.N. Particulars Details
1 pH 6.5-8.5
2 Suspended solid <0.1 mg/L
3 BOD <5 mg/L
4 COD <30 mg/L
5 TDS <10 mg/L
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-10 Project Description
2.8.4 System Design (STP Capacity – 375 KLD)
Designs of Screens
Flow to STP : 375 KLD
Average flow rate/Hr : 375 /24 = 15.625 cum/hr
Peaking Factor (maximum) : 2 Times
Peak Flow : 15.625 x 2 = 31.25 cum/hr
Desired Velocity Through : 0.8m/Sec
Bar Screen Chamber (V)
Area of Bar Screen
(Peaking Factor / (3600 x V) : 31.25 /(3600x0.8)=0.01085 Sq.m
Available the smelliest bar screen in the field is 0.6m x 0.5m to fixed in side the chamber.
Size of bars = 6mm
Spacing between bars = 8mm
No of Bars = 25 nos.
Grit Chamber
Daily expected flow in to the STP =375 Cum/day
STP operating hours = 24 Hrs
Daily Average Flow to STP =15.625 Cum/hr
Retention time IN EQT Tank =1/2 hr
Capacity required =15.625 X 0.5
= 7.8 cum
Assume SWD is =0.9 m (SWD )
Equalization Tank
Daily expected flow in to the STP =375 Cum/day
STP operating hours = 24 Hrs
Daily Average Flow to STP =15.625 Cum/hr
Peak flow =15.625 x 1.5times = 23.45cum/hr
Retention time IN EQT Tank =6.0 hr
Capacity required =23.45 X 6 = 140.7 cum
Assume liquid depth is =2.0 m ( LD )
Effluent Transfer Pump
Daily Flow to STP =375 cum/day
Operation Period =24Hr
Flow Rate =15.625 cum/hr
Head =10mwc
Pump capacity selected 2 nos 8.0 cum/hr @ 10mwc
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-11 Project Description
Aeration Tank
Flow regime : complete mix
Hydraulic retention time : 8 - 10 hours
MLSS : 8000 to 12000mg/l
F/M Ratio : 0.15 to 0.05
BOD removal percent : 90% to 98%
F/M = Influent Flow Rate x 0.45
MLSS
F/M = 375 x 0.45
8000
F/M = 0.02
F/M Ratio within the Range = 0.02
Assume liquid depth is = 3.5m
Permeate Tank
Daily Flow to STP =375cum/day
Flow Rate = 15.625 cum/hr
Retention time provided =10 hr
Volume of Permeate Tank =15.625 x 10
= 156cum
Assume liquid depth is =3.0 m (LD)
Surface area required = 52 SQM
Soft Water Tank
Daily Flow to STP = 375 cum/day
Flow Rate = 15.625 cum/hr
Retention time provided = 5 hr
Volume of Permeate Tank = 15.625 x 5
= 78.125 cum
Assume liquid depth is =3.0m (LD)
Surface area required =26.04 SQM
Air Requirements
i). For Aeration tank
Inlet BOD = 450 ppm
BOD Load = (Inlet BOD x Q)/1000 = (450 x375]/1000 = 168.75 Kg/Day
O2 Requirement = 2 kg/kg of BOD
Total OD req/day - BOD load removed x O2 req = 168.75 x 2 = 337.5 kg
Theoretical O2 req per hr = (Total O2 req/day)/Op hrs
= 337.5 /24 = 14.06 Kg of O2/Hr
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-12 Project Description
Theoretical Air Req = Theoretical O2 req/Hr/(Density of air x % of O2 in
air)
= 14.06 / (1.2 x 0.23) =51 m3/hr
Actual Air Req = Theorectical air req / (alpha x beta x OTE)
= 51 / (0.65 x 0.95 x 0.18)
= 51 /
0.11115 = 459 cum/hr
Actual air requirement required in Aeration tank - 459 cum/hr
Say -460 cum/hr
Capacity of Air blowers selected 2 nos of 230 Cum/Hr @ 4.0MWC(2W+1S)
ii). For Equalization Tank
Daily expected flow in to the STP = 375 Cum/day
STP operating hours = 24 Hrs
Daily Average Flow to STP = 15.625 Cum/hr
Peak flow =62.5 x1.5times =23.45cum/hr
Retention time IN EQT Tank =6.0 hr
Capacity required =23.45 X 6
= 140.7 cum
1 cum/hr per 1 cum of tank capacity = 140.7 cum/hr
Actual Air requirement required in EQT – 145 cum/hr
Capacity of Air blowers selected 2 nos of 145 Cum/Hr @ 4.0MWC (1W+1S)
Sludge Generation
Total Flow : 375 cum/day
Inlet BOD : 450 mg/l
Outlet BOD : 5 mg/l
BOD to be removed per day : 375 x (450-5)/1000
= 16.465 kgs/day
Sludge generation rate : 25-30% Total BOD to be removed
= 16.465 x 0.25
= 4.1 kgs/day
Suspended solids to be removed : (375 x 400)/1000
: 150 kgs/day
Total sludge to be removed : 4.1+150
= 154.1 kgs/day
Considering sludge density as 1.0 & 6-8% thickening
Total sludge to be removed /day : 154.1/0.06
= 2568.3 lit/day
: 2.6 cum/day
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-13 Project Description
Sludge Management:
The sludge from tank is pumped using a screw pump in to a Filter press. The filter press is a liquid-
solid separation device which is used to reduce the volume and weight of slurry by separating the
liquid filtrate and solid cake. The filter press is opened and cake is discharged by gravity.
The dry cake from filter press is subjected to lime stabilization. Lime treatment controls the
environment needed for the growth of pathogens in bio-solids and converts sludge into a usable
product.
2.8.5 Rainwater Harvesting System
At the project site, use of rainwater recharging will be done through a rain water lagoon. The size of
rain water lagoon is about 10,000 sqm to recharge the entire runoff generated from the proposed
project. The detailed storm water management plan along with storm water layout has been discussed
below in chapter 6 of EMP under section 6.7.
2.8.6 Power Requirement and Supply
Power requirement has been estimated for both construction and operation phases.
During construction phase:-Power requirement during the construction phase would be 600 KVA
which will be met through DG sets.
The power requirement for the operation phase is estimated in terms of the total maximum demand
load, which is approximately 2956 kW and will be sourced from State Electricity Board i.e.
Maharashtra State Electricity Distribution Co. Ltd . State electricity board shall provide 1 No.33 kV
HT power connection for the proposed resort which shall be terminated at the metering room. As per
State electricity board norms, metering room shall be located near entrance. HT Isolator shall be
provided near metering.
100% backup power will be supplied by 7 Nos. DG sets of 750 kVA (including one DG set standby)
capacity. Some critical loads such as emergency lighting, headed equipment of ELV systems etc. shall
be additionally backed up using UPS system.
HT Metering by the State Electricity Board shall be carried out in the metering room within the
premises as per local norms.
All electrical equipment and devices shall be suitable for coastal air environment.
The fuel consumption for 7 Nos. of DG sets has been calculated to be 1114 L/hr of HSD. The DG sets
will be installed with acoustic enclosures and adequate stack height as per the CPCB norms.
TABLE 2.7 : POWER DEMAND OF THE PROPOSED PROJECT
S. No Details Value
1 Total demand Load 2956 kW
2 Total Power Back-up 5250 kVA
3 DG Set Configuration 7 Nos. x 750 KVA
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-14 Project Description
2.8.7 Parking
The project premises will have specialized parking facilities for smooth traffic movement. Surface
parking facilities will be provided for visitors and permanent population. The parking provisions are
given in Table 2.8.
TABLE 2.8 : PROVIDED PARKING DETAILS
S. No Details Parking Provided
1 Surface Parking 206 ECS
2 Bus Parking 2 Nos.
2.8.8 Municipal Solid Waste Management
About 1.3 TPD of MSW will be generated during the operation phase and will be handled as per the
Municipal Solid Waste Management & Handling Rules, 2000.
2.8.9 E-Waste Management
The generated e-waste from the proposed development will be stored at a warehouse to be setup
within site and will be sent to authorized recyclers or e-waste processing plants for treatment as per E-
Waste [Management & Handling] Rules, 2010.
2.8.10 Sewage Sludge
An approximately 2.6 cum /dayof sludge will be generated from the proposed development. The
sludge from STP will be used as manure in landscaping.
2.8.11 Landscape Development
The project will be so developed that approximately 1,34,029.04 sqm of area will be developed as
green belt development and softscape to mitigate air and noise pollution. The Landscape plan
showing the schedule of species for proposed beach resort project is shown in Figure 6.7 under
section 6.10.4 of EMP chapter
2.8.12 Energy Conservation Measures
In the Operational Phase, appropriate energy conservation measures & management plan will be
adopted in order to minimize the consumptions of non-renewable fuel. The detailed energy
conservation plan for the construction and operation phase have been discussed below in Chapter 6.
2.8.13 Fire Safety Facilities
Proper fire fighting system will be designed as per the provisions of National Building Code (NBC) of
India (SP 7: 1983 Part IV Amendment No. 3 of January 1997) and Fire Protection Manual issued by
Tariff Advisory Committee and the latest Indian and International standards/codes. The fire protection
system will cover the entire internal and external premises of the buildings.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
2-15 Project Description
Following systems are planned to be provided for the building:
• Wet riser cum down comer system
• Fire hydrants
• Automatic fire sprinkler system
• Portable Fire Extinguisher
The detailed Fire Fighting Management Plan has been discussed below in Chapter 6.
2.8.14 Building Materials and Technologies for Construction
The list of building material which will be used in the construction process of the proposed
development area are discussed in Table 2.9.
TABLE 2.9 : CONSTRUCTION MATERIALS TO BE USED FOR PROPOSED PROJECT
Name of Material Quantity Units
Concrete 42000 Cum
Reinforcement Grade 500 4000 MT
Aggregate 20 mm downward 46000 --
Coarse & sand 26000 cum
Brickwork 21000 cum
2.8.15 Construction Period & Schedule
The total construction period for the proposed development is approximately 3 years i.e. the
commissioning of the project will be at the end of December 2016.
2.8.16 Project Cost
Total cost of the proposed development is Rs. 297.6 crore including cost of land, construction, plant
machinery & other.
Environmental Impact Assessment Report Beach Resort Project, Sindhudurg, Maharashtra
3-16 Legal & Administrative Framework
CHAPTER 3. LEGAL & ADMINISTRATIVE FRAMEWORK
The 1972 United Nations (UN) Conference on Human Development at Stockholm influenced the
need for a well-developed legal mechanism to conserve resources, protect the environment and ensure
the health and well being of the people in India. Over the years, the Government of India has framed
several policies and promulgated number of Acts, Rules and Notifications aimed at management and
protection of the environment. As a result, our country now has a fairly comprehensive set of
environmental legislation aimed at ensuring that the development process meets the overall objective
of promoting sustainability in the long run.
Moreover, the Indian Constitution has also incorporated specific articles to address environmental
concerns through the 42nd Constitutional Amendment of 1976. As stated in the Constitution of India,
it is the duty of the state (Article 48 A) to ‘protect and improve the environment and to safeguard the
forests and wildlife of the country’. It imposes a duty on every citizen (Article 51 A) ‘to protect and
improve the natural environment including forests, lakes, rivers and wildlife’. Reference to the
environment has also been made in the Directive Principles of State Policy as well as the Fundamental
Rights.
3.1 ENVIRONMENTAL POLICIES
Several environment policy statements have been formulated in the last few decades as a part of the
Government’s approach to integrate environmental and developmental aspects of planning. The
policies reflect a gradual shift in emphasis from pollution abatement and control to proactive and
voluntary approaches for pollution prevention in keeping with global paradigm shifts and trends in
environment management.
Following are some of the key policies that have been laid down by the Central Government:
• National Forest Policy, 1988;
• National Conservation Strategy and Policy Statement on Environment and
Development, 1992;
• Policy Statement on Abatement of Pollution, 1992.
• National Environmental policy, 2006
Despite these policy documents, a need for a comprehensive policy statement had been evident for
some time in order to infuse a common approach to the various sectoral and cross-sectoral,
approaches to environmental management. As a result, a National Environment Policy (NEP, 2006)
has been drawn up as a response to our national commitment to a clean environment, mandated in the
Constitution in Articles 48 A and 51 A (g), strengthened by judicial interpretation of Article 21. The
policy is still in draft form and addresses environmental concerns in all-developmental activities.
3.2 LEGAL PROVISIONS FOR ENVIRONMENT RELATED TO BUILDING AND CONSTRUCTION
PROJECTS
The proposed project is governed by various Acts, Rules and Regulations set by Ministry of
Environment and Forests (MoEF) at the Central level and other regulatory agencies at the State and
local level. Various environmental standards, specifications and guidelines of Central Pollution
Control Board (CPCB) and State level agencies will also be applicable.
It is important to note that the Central government framed an ‘umbrella legislation’, called the
Environment (Protection) Act, 1986 to broadly encompass and regulate an array of environmental
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3-17 Legal & Administrative Framework
issues. The overall purpose of EPA is to establish an overall coherent policy and provide a basis for
the coordinated work of various government agencies with operational responsibility for the
environment and natural resources. This legislation also invests authorities with regulatory powers to
address specific issues affecting the environment. The Act does not allow any person to establish an
industry, operation or process that discharges or emits any environmental pollutants in excess of
standards prescribed under specific rules and notifications.
3.2.1 Ministry of Environment & Forests
In view of the growing importance of environmental affairs, the Government of India set up a
Department of Environment in November 1980 under the portfolio of the Prime Minister. The
Department, later renamed as the Ministry of Environment and Forests (MoEF) plays a pivotal role in
environmental management for sustained development and for all environmental matters in the country.
The major responsibilities of MoEF include:
• Environmental resource conservation and protection, including environmental
impact assessment of developmental projects;
• Co-ordination with the other ministries and agencies, voluntary organizations and
professional bodies on environmental action plans;
• Policy-planning;
• Promotion of research and development, manpower planning and training and
creation of environmental awareness;
• Liaison and coordination with international agencies involved in environmental
matters.
Developmental project proponents are also required to submit Environmental Impact
Statements/Assessments to establish that installing adequate pollution control and monitoring
equipment plan preventive measures, and that effluent discharged into the environment will not
exceed permissible levels. The MoEF appraises these statements/assessments and approves the project
from the environmental angle. The respective State Pollution Control Board is to give a No Objection
Certificate (NOC) before the EIA exercise is undertaken.
3.2.2 Maharashtra State Pollution Control Boards
The proposed project is located in Sindhudurg district of Maharashtra. Maharashtra Pollution Control
Board (MPCB) is implementing various environmental legislations in the state of Maharashtra,
mainly including Water (Prevention and Control of Pollution) Act, 1974, Air (Prevention and Control
of Pollution) Act, 1981, Water (Cess) Act, 1977 and some of the provisions under Environmental
(Protection) Act, 1986 and the rules framed there under like, Biomedical Waste (M&H) Rules, 1998,
Hazardous Waste (M&H) Rules, 2000, Municipal Solid Waste Rules, 2000 etc. MPCB is functioning
under the administrative control of Environment Department of Government of Maharashtra.
Some of the important functions of MPCB are:
• To plan comprehensive program for the prevention, control or abatement of pollution and
secure executions thereof
• To collect and disseminate information relating to pollution and the prevention, control or
abatement thereof,
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3-18 Legal & Administrative Framework
• To inspect sewage or trade effluent treatment and disposal facilities, and air pollution control
systems and to review plans, specification or any other data relating to the treatment plants,
disposal systems and air pollution control systems in connection with the consent granted,
• Supporting and encouraging the developments in the fields of pollution control, waste recycle
reuse, eco-friendly practices etc.
• To educate and guide the entrepreneurs in improving environment by suggesting appropriate
pollution control technologies and techniques
• Creation of public awareness about the clean and healthy environment and attending the public
complaints regarding pollution.
3.2.3 Energy Conservation Building Code (ECBC)
Commercial building sector in India is expanding rapidly at over 9% per year spurred largely by the
strong growth in the services sector. Electricity consumption in the commercial sector in India at
present accounts for about 8% of the total electricity supplied by the Electricity Utilities, and has been
growing annually at about 11-12%. This is mainly attributed to the increasing energy intensiveness of
newly constructed commercial buildings;
Several studies in the country have shown that energy efficiency is not getting adequate attention
when the new buildings are designed. Incorporation of energy efficiency provisions at the design
stage of the new buildings is critical and so will be made mandatory by Ministry of Power by 2012 for
all new buildings.– Better to be proactive than keeping in view the Energy Conservation Act 2001
(EC Act), Bureau of Energy Efficiency (BEE) with technical support from USAID under its Energy
Conservation and Commercialization (ECO) Project, has developed Energy Conservation Building
Codes (ECBC) Energy Conservation Building Code (ECBC)
ECBC, considering five climatic zones in India, sets the minimum energy performance standards for
large commercial buildings that have a connected load of 500 kW or greater or a contract demand of
600 k VA or more, having conditioned area of 1000 sq. m. or more. Annual energy consumption in
the conditioned commercial buildings in the country is estimated to be about 200 kWh or more per sq.
m of floor area. Electricity consumption in ECBC compliant buildings can be brought down to 120-
160 kWh per sq. m., showing energy saving potential of 20- 40 % depending on the hours of building
use during the day, climatic conditions, etc.
Ministry of Power, Government of India launched ECBC 2007 on 27 May 2007 for its
implementation in commercial buildings on voluntary basis all over India, with a view to make this
mandatory in the next couple of years depending upon the experience gained during the voluntary
period. ECBC encourages energy efficiency for all building components and systems such as building
envelope, lighting, heating ventilation and air conditioning (HVAC), service water heating, and
electric power and motors within the building facilities, while enhancing the thermal and visual
comforts and productivity of the occupants
ECBC mandates/prescribes U-factor and R values of insulation assembly for five climatic zones in
India, Solar Heat Gain Coefficients and Visible Light Transmission levels for fenestration, energy
efficiency levels of air conditioning systems, and number of other parameters for ECBC compliance
in commercial buildings. In this context, good understanding of ECBC features and application of
several developed products and technologies could play an important role in improving energy
efficiency in the buildings, leading to energy cost savings for the building owners/users.
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3-19 Legal & Administrative Framework
The Acts, Rules and Notifications applicable to environmental aspects of the construction and
operational phase of proposed project is summarized in Table 3.1 and briefly described in the
following sections.
TABLE 3.1 SUMMARY OF ENVIRONMENTAL LEGISLATION CONCERNING PROPOSED PROJECT
Legislation Areas / Activities Covered
Environment (Protection) Act, 1986
with Rules.
Overall Environment Protection
Compliance to environmental (Air, Water, Noise) Standards
issued under EPR
EIA Notification, 2006 in supersession
of 1994 notification
Building Construction Projects
Filling up of Form I and Form 1A for projects with ≥20000
sq.m and <1,50,000 sq.m. of built-up area for construction
projects.
CRZ Notification Coastal Regulation Zone Notification, 1991 and subsequent
amendments
Air (Prevention and Control of
Pollution) Act, 1981 with Rules.
Protection of Air Quality
Consent to Establish (CTE) for establishing and Consent to
Operate (CTO) for operating units/activities causing air
pollution like DG sets from SPCB
Compliance to National Ambient Air Quality Standard
Water (Prevention and Control of
Pollution) Act, 1974 with Rules.
Protection of Water Quality
Discharge of sewage from the site
Obtaining Consent to Establish (NOC) for establishing and
Consent to Operate (CTO) for operating units/activities
causing water pollution from SPCB
Water Cess Act, 1977 Paying Water Cess to Local Body for sourcing of domestic
water
Noise Pollution (Regulation and
Control) Rules, 2010, as amended
Compliance with Ambient Noise Standards in accordance to
land use of the area
Hazardous Waste (Management,
Handling and Transboundary
movement) Rules, 2009 (as amended)
Obtaining Authorization from SPCB for handling and
storing of hazardous waste like waste oil and lubricants.
Following guidance for handling and storing of such
hazardous waste
Manufacture, Storage and Import of
Hazardous Chemicals Rules, 2000 (as
amended)
Notifying regulatory authority (in this case, the State
Factories Inspectorate) of storage of hazardous substances
like LPG
Follow guidance on such storage, maintain updated MSDS,
submit annual Safety Report to authority
Prepare Onsite Emergency Plan
Motor Vehicles Act with Rules
Lay down restrictions for vehicles not having Pollution
Under Control Certificate (PUCC) or proper labeling to
enter premises
Petroleum Act with Rules 2000 Comply with guidance and safety measures for storage, and
transportation of petroleum substances within project area
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Legislation Areas / Activities Covered
premises
Municipal Solid Waste (Management
and Handling) Rules, 2000
Management (Collection, Handling, Intermediate Storage)
of domestic waste from residences
State Groundwater Regulation
Conform to restriction for drawing of groundwater
Arrange for recharge through Rainwater Harvesting
Schemes (as applicable)
Siting Guidance Follow Siting Guidance as far as practicable
Avoid sites which are environmentally sensitive
3.3 SITING OF PROJECTS
The siting of developmental projects in India is managed by Siting Guidelines for activities and
projects delineated by the MoEF and the CPCB. The overall purpose of the guideline is to aid
proponents in judiciously selecting project sites, keeping in mind various environmental sensitivities.
However, the guidelines for siting are not legally enforceable except for areas which are ecologically
fragile (as notified by certain specific notifications) or are located in the Coastal Regulation Zone as
demarcated by the Coastal Regulation Zone Notification, 1991 and subsequent amendments.
Additionally, State Governments sometimes formulate State wide siting guidelines for development
planning.
As per the CRZ Notification, guidelines for development of beach resorts or hotels in the
designated areas of CRZ-III for occupation of tourist or visitors with prior approval of the
Ministry of Environment and Forests are discussed below:
I. Construction of beach resorts or hotels with prior approval of MoEF in designated areas of CRZ-
III for occupation of tourist or visitors shall be subject to the following conditions, namely:-
(a) The project proponent shall not undertake any construction within 200 metres in the landward
side of High Tide Line and within the area between Low Tide Line and High Tide Line;
(b) The proposed constructions shall be beyond the hazard line or 200mts from the High Tide Line
whichever is more;
(c) Live fencing and barbed wire fencing with vegetative cover may be allowed around private
properties subject to the condition that such fencing shall in no way hamper public access to the
beach;
(d) No flattening of sand dunes shall be carried out;
(e) No permanent structures for sports facilities shall be permitted except construction of goal posts,
net posts and lamp posts;
(f) Construction of basement may be allowed subject to the condition that no objection certification is
obtained from the State Ground Water Authority to the effect that such construction will not
adversely affect fee flow of groundwater in that area;
(g) The State Ground Water Authority shall take into consideration the guidelines issued by Central
Government before granting such no objection certificate;
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(h) Though no construction is allowed in the no development zone for the purposes of calculation of
Floor Space Index, the area of entire plot including the portion which falls within the no
development zone shall be taken into account;
(i) The total plot size shall not be less than 0.4 hectares and the total covered area on all floors shall
not exceed 33 percent of the plot size i.e., the Floor Space Index shall not exceed 0.33 and the
open area shall be suitably landscaped with appropriate vegetal cover;
(j) The construction shall be consistent with the surrounding landscape and local architectural style;
(k) The overall height of construction upto the highest ridge of the roof, shall not exceed 9 metres and
the construction shall not be more than two floors (ground floor plus one upper floor);
(l) Groundwater shall not be tapped within 200metre of the High Tide Line; within the 200metre
500metre zone it can be tapped only with the concurrence of the Central or State Ground Water
Board;
(m) Extraction of sand, leveling or digging of sandy stretches except for structural foundation of
building, swimming pool shall not be permitted within 500metres of the High Tide Line; the
quality of treated effluents, solid wastes, emissions and noise levels and the like, from the project
area must conform to the standards laid down by the competent authorities including the Central
or State Pollution Control Board and under the Environment (Protection) Act, 1986;
(o) Necessary arrangements for the treatment of the effluents and solid wastes must be made and it
must be ensured that the untreated effluents and solid wastes are not discharged into the water or
on the beach; and no effluent or solid waste shall be discharged on the beach;
(p) To allow public access to the beach, atleast a gap of 20metres width shall be provided between any
two hotels or beach resorts; and in no case shall gaps be less than 500metres apart; and
(q) If the project involves diversion of forestland for non-forest purposes, clearance as required under
the Forest (Conservation) Act, 1980 shall be obtained and the requirements of other Central and
State laws as applicable to the project shall be met with; and
(r) Approval of the State or Union territory Tourism Department shall be obtained.
II. In ecologically sensitive areas (such as marine parks, mangroves, coral reefs, breeding and
spawning grounds of fish, wildlife habitats and such other area as may be notified by the Central
or State Government Union territories) construction of beach resorts or hotels shall not be
permitted.
3.3.1 Environmental Clearance of Developmental Projects
The requirement involved in the setting up of select development projects (projects with potential to
cause significant environmental impacts) in India is through the Environmental Clearance (EC)
Process affected on the basis of an Environmental Impact Assessment study/filling up of necessary
forms. The EC process is mandated by the EIA notification dated September 14, 2006 and is
administered by the State level regulatory and government bodies (as the State Pollution Control
Board and the Environment Departments) and the Ministry of Environment and Forests (until
formation of committee as mandated by EIA notification of September 14, 2006) at the Central
Government level.
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The following projects or activities shall require prior environmental clearance from the concerned
regulatory authority, which shall hereinafter referred to be as the Central Government in the Ministry of
Environment and Forests for matters falling under Category ‘A’ in the Schedule and at State level the
State Environment Impact Assessment Authority (SEIAA) for matters falling under Category ‘B’ in the
said Schedule, before any construction work, or preparation of land by the project management except
for securing the land, is started on the project or activity:
1. All new projects or activities listed in the Schedule to this notification
2. Expansion and modernization of existing projects or activities listed in the Schedule to this
notification with addition of capacity beyond the limits specified for the concerned sector, that
is, projects or activities which cross the threshold limits given in the Schedule, after expansion
or modernization
3. Any change in product - mix in an existing manufacturing unit included in Schedule beyond the
specified range.
Building /Construction projects/Area Development projects and Townships projects have been
categorized under Item 8 of the Schedule.
� 8 (a) Any building and construction projects with area 20000 sq.mtrs and <1,50,000 sq.mtrs. of
built-up area would require filling up of Form I and Form IA.
� 8 (b) Any Townships and Area Development projects Covering an area ≥ 50 ha and or built up
area ≥1,50,000 sq .mtrs would require Environmental Impact Assessment (EIA) study apart
from Form I and Form IA.
As per the above categorization of developmental projects, the proposed project falls in 8(a) category
and do not require the EIA study, but is falling in CRZ area, and therefore require the detailed EIA
report for obtaining CRZ clearance.
The Consent to Establish (also termed as the No Objection Certificate or NOC) under the Air and
Water Acts would be an independent work.
3.1 COASTAL REGULATION ZONE (CRZ) NOTIFICATION (AMENDED IN 2011)
As per the CRZ Notification of MoEF, under the Environment (Protection) Act, 1986 (29 of 1986),
the Central Government, with a view to ensure livelihood security to the fisher communities and other
local communities, living in the coastal areas, to conserve and protect coastal stretches, its unique
environment and its marine area and to promote development through sustainable manner based on
scientific principles taking into account the dangers of natural hazards in the coastal areas, sea level
rise due to global warming, does hereby, declare the coastal stretches of the country and the water
area upto its territorial water limit, excluding the islands of Andaman and Nicobar and Lakshadweep
and the marine areas surrounding these islands upto its territorial limit, as Coastal Regulation Zone
(hereinafter referred to as the CRZ) and restricts the setting up and expansion of any industry,
operations or processes and manufacture or handling or storage or disposal of hazardous substances
as specified in the Hazardous Substances (Handling, Management and Transboundary Movement)
Rules, 2009 in the aforesaid CRZ.
The proposed project is lying in CRZ -III category of coastal area , according to which theses areas are
relatively undisturbed and do not belong to either CRZ-I or II which include coastal zone in the rural
areas (developed and undeveloped) and also areas within municipal limits or in other legally designated
urban areas, which are not substantially built up.
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3.2 USAGE OF WATER & WATER POLLUTION
The use of water resources and the discharge of polluted water (sewerage) are primarily regulated by
the Water Cess Act, 1977 and the Water (Prevention and Control of Pollution) Act, 1974.
The Water (Prevention and Control of Pollution), Cess Act, 1977 including Rules 1978 and 1991
provides for levy and collection of Cess on water consumed by the local authorities and by persons
carrying on certain industries with a view to generate resources for prevention and control of water
pollution. It also covers specifications on afixing of meters, furnishing of returns, assessment of Cess,
interest payable for delay in payment of Cess and penalties for non-payment of Cess within the
specified time. The project will fall under the Act only if they source water from water supply
schemes of urban municipalities and corporations and these bodies levy such cess as some form of
water tax to the proposed project.
The Water (Prevention and Control of Pollution), Act, 1974 including Rules, 1975 (as amended up to
1988) provides for the prevention and control of water pollution and maintaining or restoring good
water quality for any establishment. The Act assigns functions and powers to the CPCB and SPCBs
for prevention and control of water pollution and all related matters.
The Environment (Protection) Rules under the EPA also lays down specific standards for quality of
water effluents to be discharged into different type of water bodies (sewers, surface water bodies like
lakes and rivers, marine discharge). The standards are presented in Annexure 3.1.
Of late, with rapid depletion of groundwater resources in several areas of the country, efforts have
been initiated to regulate the use of groundwater resources. The focus of such acts and rules (many are
which are still in draft form) is to provide for mechanisms that would lead to replenishment of
groundwater reserves through techniques like ground water recharging. Although in this case, project
site is located just near the seashore and water table in the area is already high , therefore do not
require ground water recharge.
3.3 AIR QUALITY
The Air (Prevention and Control of Pollution) Act, 1981 including Rules 1982 and 1983 was enacted
to prevent, control and reduce air and noise pollution. According to Section 21 of the Act, no person
shall establish or operate any activity, which can cause air pollution without obtaining Consent to
Establish (CTE) as per the Air Act.
The Act also lays down national ambient air quality standards for common pollutants like PM2.5,
PM10, Sulphur dioxide (SO2), Oxides of Nitrogen (NOx), Carbon monoxide (CO) and Lead (Pb) with
the intent of managing air quality for different category of areas (residential, industrial and sensitive).
The EPR also specifies source emission standards determined on the basis of the impact of pollutants
on human health, vegetation and property for activities, which can pollute the air. The project would
not contribute much to air pollution, The relevant standards are presented in Annexure 3.2. The
SPCBs, on a case to basis, can also make the emission standards more stringent on the considerations
of the carrying capacity of a specific air shed and the existing pollution levels of ambient air quality.
It may be noted that normally the CTE for the Air and Water Act is provided in the form of a No
Objection Certificate (NOC) to the project proponent when the project falls under the 32 categories of
activities covered by the EIA notification.
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3-24 Legal & Administrative Framework
3.4 NOISE LEVEL
With the objective of regulating ambient noise level in the environment, the Central Government has
notified the Noise Pollution (Regulation and Control) Rules, dated 26th
December 1989 and amended
in February 14, 2000 under the EPA. The noise standards for different category of areas is based on
the “A” weighted equivalent noise level (Leq) are as presented in Annexure 3.3. Noise standards in
the work environment (would be relevant for construction phase of the project) are specified by
Occupational Safety and Health Administration (OSHA, USA), which in turn are being enforced by
Government of India through model rules framed under the Factories Act and Rules. The EPR also
lays down equipment specific noise emission standards for Air conditioners and Construction
Equipment, which would be in use for the proposed project. Specific standards for control of noise
from traffic and other sources and measures to be taken for reduction of noise by using acoustic
treatment, exhaust muffler have also been specified through the Environment (Protection) Second
Amendment Rules, 2002 notified through notification GSR 371 (E) on 17th May, 2002.
3.5 SOLID AND HAZARDOUS WASTE MANAGEMENT
A monitoring committee , would be responsible for collection and handling of domestic solid waste to
an approved waste disposal site as per the provisions of the Municipal Solid Waste Rules, 2000. The
following provisions would apply to the project:
� Organize collection of municipal solid wastes through any of the methods, like collection on
regular pre-informed timings and scheduling.
� Ensure that any hazardous wastes are not mixed with municipal solid wastes and that such
wastes follow the rules of Hazardous Waste (Management and Handling) Rules, 2003
separately specified for the purpose;
� Separately collect and dispose horticultural, construction and demolition waste in accordance
with local legislation, bylaws or directives issued by the authorities concerned.
� Establish storage facilities by taking into account quantities of waste generation in the resort
and locate them in such a way that it is accessible to the residents.
� Ensure that such storage facilities are aesthetically acceptable and user-friendly and designed
in a way that wastes stored are not exposed. The storage facilities or ‘bins’ should also be of
‘easy to operate’ design for handling, transfer and transportation of waste. Bins for storage of
biodegradable wastes shall be painted green, those for storage of recyclable wastes shall be
printed white and those for storage of other wastes shall be printed black.
� Manual handling of waste shall be prohibited. If unavoidable due to constraints, manual
handling shall be carried out under proper precaution with due care for safety of workers
The Hazardous Waste (Management and Handling) Rules, 2000 require facilities to classify wastes
into categories, manage them as per the prescribed guidelines and obtain prior authorization from the
SPCB for handling, treatment, storage and disposal of Hazardous Wastes. The project has the
potential to generate hazardous waste during its construction and operational phases and such waste
generation should be properly monitored and managed. The following kinds of hazardous waste may
be generated from the construction phase of the project:
� Spent oil and lubricants from construction equipments;
� Paint residues during the painting of the buildings;
� Asbestos Contaminated Material (ACM) generated from dismantling of temporary housing
for construction workers.
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3-25 Legal & Administrative Framework
3.6 CENTRAL GROUND WATER AUTHORITY (CGWA) NOTIFICATION
The Central Government constituted the Central Ground Water Authority vide notification of the
Government of India in the Ministry of Environment and Forests vide Number S.O. 38 (E) dated the
14th January, 1997, as amended from time to time, for the purposes of regulation and control of
ground water development and management in the whole of India. The Authority in exercise of its
powers and performance of its functions under section 5 of the Environment (Protection) Act, 1986
(No. 29 of 1986) is empowered to issue directions in writing to any person, officer or any Authority
and such person, officer or authority shall be bound to comply with such directions.
As per the details available by Central Ground Water Authority (CGWA) report on the ground water
resource estimation in the year 2009 (Source:-CGWB, Sindhudurg), all the talukas of Sindhudurg
district fall under “Safe” category
3.7 OPERATION OF MOTOR VEHICLES
The Central Motor Vehicle Act (MVA) and Rules, 1989 (MVR) prescribe that vehicles falling in the
category of transport vehicles (buses, trucks, taxis and auto rickshaws) undergo an annual fitness
certification. The motor vehicle inspectors attached to the State Transport Department generally carry
out this function. Additionally, vehicle owners also have to obtain Pollution under Check Certificate
(PUCC) from a recognized testing center and display it on their vehicles. Additionally, to address the
problem of risk associated with transportation of hazardous substances by road and the consequences
of transportation emergencies, should they arise, provisions have been laid down in the MVR.
Accordingly, any road carriage involved with the transportation of hazardous goods which can be
harmful to human life or which can possibly cause damage to the environment in case of accidents
and spillage shall have to comply with the labeling requirements and safety guidance specified in the
MVR.
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CHAPTER 4. BASELINE ENVIRONMENT STATUS
M/s. Elite Township Pvt. Ltd. intends to develop a Beach Resort at Sagartirth encompassing three
villages Sagartirth, Tank & Temb in Taluka Vengurla, Sindhudurg District in Maharashtra.
The proposed project comprises of a resort comprised of guest rooms, suites, villas, public areas and
amenities. The entire complex would be developed in an area of 219,084 m2, which comprises of a
resort including guest rooms, suites, villas, public areas and amenities. The total built-up area is
approximately 61,926.22 m2.
As mentioned above that the M/s Elite Townships Pvt. Ltd. is planning to develop a Beach Resort
Project on the above said area for which Environmental Impact Assessment will be carried out. This
baseline study is part of the same.
Nearest big towns are Vengurla and Sawantwadi. The site is adjoining the beach and is mainly an
orchard of Coconut and Cashew. The Site is approachable by SH4 Vengurla-Shiroda Road. The site is
located to the south of Vengurla town and south west of Sawantwadi. The site is spread over an area
of 54.13 acres.
The guiding factors for the present baseline study are the MoEF’s requirements for the Environmental
Impact Assessment notification and local regulations and directives. The primary study area for the
proposed development is within a radius of 3-5 km from the center of the development site since most
of the potential impacts are most likely to occur within this area. The baseline study and primary data
collection was carried out in the winter (14th
Febuary to 15th March) season of year 2012.
4.1.1 Land Environment
Landuse and Landcover
The land-use and land-cover of the study area has been interpreted from the satellite data, route survey
maps of the area, and subsequently by ground checking during field surveys. The land uses within 10
km radius from the project site has been studied and presented in the Table 4.1. The land use in the
study area characterized by i)..Residential ii). Industrial iii). Open Scrub iv). Transportation v). Water
Bodies vi). Sea vii). Beach viii). Tree Cover ix). Agricultural Land
TABLE 4.1: LANDUSE WITHIN 10 KM FROM THE PROJECT SITE
Sl. No. Landuse Type Percentage
1. Residential 01.76
2. Industrial Area 00.43
3. Open Scrub 13.62
4. Transportation 00.82
5. Water Bodies 02.82
6. Sea 45.43
7. Beach 00.37
8. Tree Cover 21.35
9. Agriculture land 13.40
The land use map for the proposed project site is enclosed as Annexure 4.1.
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4-27 Baseline Environmental Status
4.2 AIR ENVIRONMENT
4.2.1 Meteorology
Meteorology
In order to assess the meteorology of the region, long term secondary information on meteorological
conditions has been collected from IMD station at Vengurla taluka of Sindhudurg district,
Maharashtra and analyzed. The data for mean maximum and minimum temperature, rainfall, relative
humidity, mean wind speed and wind direction for the year 1951-1980 have been collected from IMD
climatological Table of Observation in India and is being presented in Table 4.2.
TABLE 4.2: CLIMATOLOGICAL TABLE OF VENGURLA TALUKA
Month Monthly
Mean max.
temp. (°°°°C)
Monthly
Mean min.
temp. (°°°°C)
Total
Rainfall
(mm)
Relative
Humidity
(%)
Mean Wind
Speed
(km/h)
Wind
Direction
Year (1951-1980)
January 34.5 14.7 0.2 77 5.7 N
February 35.4 15.5 0.2 78 5.9 N
March 35.6 18.0 1.0 77 6.7 N
April 35.0 21.1 4.9 73 7.3 N
May 34.7 22.8 103.4 74 9.3 N
June 33.3 22.1 919.1 87 7.9 W
July 30.6 22.1 1059.7 89 10.4 W
August 30.1 22.2 571.4 90 8.9 W
September 31.2 21.9 300.8 90 5.8 W
October 34.4 19.9 117.1 86 4.9 N
November 35.2 17.0 39.4 77 4.6 N
December 35.0 15.2 19.6 75 4.7 N
Temperature: Summer season is from March to May. The mean max. temperature during summer
varies from 35.6 0C to 34.7
0C. December to January constitutes the winter season and mean min
temperatures vary from max. of 15.2 0C to a min. of 14.7 0C. The monsoon session continues from
June to September. The Post-monsoon period extends from October to November. The data for
ambient temperature recorded at Vengula IMD Station is presented in Table 4.2.
Rainfall
Rainfall in Vengurla city is maximum (1059.7 mm) in the month of July and minimum (0.2 mm) in
the month of January and February. Total annual rainfall of the Vengurla Taluka is 3136.8 mm.
Humidity
The average relative humidity values varied from the lowest of 73 % in the month of April to the
highest of 90% during August and September.
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4-28 Baseline Environmental Status
Wind Speed and Direction
The mean wind speed is recorded to be 6.84 km/hr. Apart from this, as per the climatological data for
the year 1951-1980 , wind rose pattern for Vengurla Taluka is recorded to be in North direction.
Climatic parameters like rainfall, temperature, cloud cover, relative humidity, wind speed and wind
direction of the Sindhudurg district for 5 days (from the date 5th
to 9th
June, 2013) has been found
from secondary source Indian Meteorological department (IMD) and is discussed below in Table 4.3
TABLE 4.3 CLIMATOLOGICAL DATA
Parameters Day1
05/06/2013
Day2
06/06/2013
Day3
07/06/2013
Day4
08/06/2013
Day 5
09/06/2013
Rainfall 20 5 21 57 65
Max Temperature (degree C) 31 32 32 30 30
Min Temperature (degree C) 25 26 27 26 26
Total Cloud Cover (octa) 7 7 8 7 8
Max Relative Humidity(%) 88 85 87 87 87
Min Relative Humidity (%) 65 59 64 68 66
Wind Speed (kmph) 005 009 013 008 011
Wind Direction (degree) 238 297 276 230 211
Primary baseline monitoring was carried out as per the standard methodologies and accepted
protocols as detailed by the MoEF. Air quality was monitored with high volume samplers for 24
hours, twice a week for one month. Each sampler was maintained at volumetric flow rate ranging
between 1-1.2 m3/min. Analysis of pollutants was done as per standard IS code methods.
A site–specific background air quality monitoring program was conducted near the proposed project
site in the winter (14th
Febuary to 15th
March) season of 2012. Background data was collected for
PM2.5, PM10, SO2, NOx ,& CO. Five sampling stations were located within a region of 3 km from the
site, so as to cover the overall air quality status of the region. Also, project emissions are not likely to
have significant impacts beyond such a distance.
For selection of the monitoring locations, long-term meteorological trends were taken into
consideration to obtain the predominant wind direction during the sampling period. In this manner,
three air quality monitor stations AQ2, AQ3 and AQ5 were placed in crosswind, downwind direction,
AQ4 in the upwind and AQ1 at the site. Monitors were placed at sensitive receptors (i.e. nearby
residential area), where safety and power were available. Monitors were placed on one-storey
dwellings and away from major roads and nearby flow obstructions (i.e. trees). The monitoring
locations are specified in Annexure 4.2 and Table 4.4 .
TABLE 4.4 AMBIENT AIR QUALITY MONITORING LOCATIONS
Location Name of the location Approximate distance to Site Upwind/ Downwind from site
AQ1 Project Site -- --
AQ2 Mochemad 2.2 KM Crosswind
AQ3 Nhaichiaad 2.3 KM Crosswind
AQ4 Shiroda 2.5 KM Upwind
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4-29 Baseline Environmental Status
Location Name of the location Approximate distance to Site Upwind/ Downwind from site
AQ5 Velagar 1 KM Downwind
Monitoring results (observed levels and ranges) of PM2.5, PM10, SO2, NOx, O3, CO, Pb, As Ni and
NH3 are presented in the Table 4.5 to Table 4.9.
TABLE 4.5 AMBIENT AIR QUALITY RESULTS AQ1- PROJECT SITE
AQ1 PM10
(µg/m3)
PM2.5
(µg/m3)
SO2
(µg/m3)
NOx
(µg/m3)
CO
(µg/m3)
Max 36.1 11.4 9.6 16.1 1298
Min 26.2 7.8 8.1 14.2 1012
Arithmetic Mean 31.0 9.1 8.8 15.4 1171
NAAQS 100 60 80 80 2000
TABLE 4.6 AMBIENT AIR QUALITY RESULTS AQ2- MOCHEMAD VILLAGE
AQ2 PM10
(µg/m3)
PM2.5
(µg/m3)
SO2
(µg/m3)
NOx
(µg/m3)
CO
(µg/m3)
Max 39.8 9.3 9.4 16.8 1248
Min 26.7 7.7 7.7 12.8 1069
Arithmetic Mean 35.5 8.4 8.4 14.8 1110
NAAQS 100 60 80 80 2000
TABLE 4.7 AMBIENT AIR QUALITY RESULTS AQ3- NAICHIAAD VILLAGE
AQ3 PM10
(µg/m3)
PM2.5
(µg/m3)
SO2
(µg/m3)
NOx
(µg/m3)
CO
(µg/m3)
Max 28.0 9.1 8.4 15.8 1103
Min 22.9 6.7 7.2 13.3 976
Arithmetic Mean 26.4 7.9 7.8 14.3 1027
NAAQS 100 60 80 80 2000
TABLE 4.8 AMBIENT AIR QUALITY RESULTS AQ4- SHIRODA VILLAGE
AQ4 PM10
(µg/m3)
PM2.5
(µg/m3)
SO2
(µg/m3)
NOx
(µg/m3)
CO
(µg/m3)
Max 42.8 12.9 11.1 19.7 1364
Min 38.3 11.2 9.0 15.0 1044
Arithmetic Mean 40.5 12.1 9.8 17.3 1202
NAAQS 100 60 80 80 2000
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TABLE 4.9 AMBIENT AIR QUALITY RESULTS AQ5- VELAGAR VILLAGE
AQ5 PM10
(µg/m3)
PM2.5
(µg/m3)
SO2
(µg/m3)
NOx
(µg/m3)
CO
(µg/m3)
Max 31.5 9.7 9.9 17.6 1192
Min 27.5 7.9 8.0 13.4 931
Arithmetic Mean 29.8 8.7 8.8 15.5 1059
NAAQS 100 60 80 80 2000
With respect to pollutants, the results of the monitoring program indicate the average observed
concentration of PM10, PM2.5, NOx, SO2, & CO, is within NAAQS for industrial, residential, rural
and other areas at all the identified locations.
The details of each parameter are described below. With compare to NAAQS for residential /rural and
other habitable Areas.
PM10 – Average PM10 levels at all the locations in the study area are below the NAAQS standards.
The maximum levels are observed at AQ4. The results are given in Table 4.10. Graphical
representation of PM10 levels is shown in Figure 4.1.
TABLE 4.10 BASELINE AIR QUALITY – PM10
Monitoring Results –PM10 (µg/m3)
Location Maximum Minimum Arithmetic Mean Area Designation NAAQS
AQ1 36.1 26.2 31.0 Rural 100
AQ2 39.8 26.7 35.5 Rural 100
AQ3 28.0 22.9 26.4 Rural 100
AQ4 42.8 38.3 40.5 Rural 100
AQ5 31.5 27.5 29.8 Rural 100
FIGURE 4.1 PM10 LEVEL COMPARISON AT 5 LOCATIONS
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PM2.5 – Average PM2.5 levels at all the locations in the study area are below the NAAQS standards.
The maximum levels are observed at AQ4. The baseline monitoring results are given in Table 4.11
Graphical representation of PM2.5 levels is shown in Figure 4.2.
TABLE 4.11 BASELINE AIR QUALITY – PM2.5
Monitoring Results- PM2.5 (µg/m3)
Location Maximum Minimum Arithmetic
Mean
Area
Designation NAAQS
AQ1 11.4 7.8 9.1 Rural 60
AQ2 9.3 7.7 8.4 Rural 60
AQ3 9.1 6.7 7.9 Rural 60
AQ4 12.9 11.2 12.1 Rural 60
AQ5 9.7 7.9 8.7 Rural 60
FIGURE 4.2 PM2.5 LEVEL COMPARISON AT 5 LOCATIONS
SO2 – The SO2 levels at all the locations were found to be well within the NAAQS standards.
Maximum SO2 concentration of 11.1 µg/m3 was recorded at AQ4. The baseline monitoring results are
given in Table 4.12 . Graphical representation of SO2 levels is shown in Figure 4.3.
TABLE 4.12 BASELINE AIR QUALITY – SO2
Monitoring Results –SO2 (µg/m3)
Location Maximum Minimum Arithmetic Mean Area Designation NAAQS
AQ1 9.6 8.1 8.8 Rural 80
AQ2 9.4 7.7 8.4 Rural 80
AQ3 8.4 7.2 7.8 Rural 80
AQ4 11.1 9.0 9.8 Rural 80
AQ5 9.9 8.0 8.8 Rural 80
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FIGURE 4.3 SO2 LEVEL COMPARISONS AT 5 LOCATIONS
NOx – Pollution level of NOx is low in the region and confirms the NAAQS standards at all locations
during the entire monitoring period. Highest NOx levels were reported at AQ4. The baseline
monitoring results are given in Table 4.13. Graphical representation of NOx levels is shown in Figure
4.4.
TABLE 4.13 BASELINE AIR QUALITY –NOX
Monitoring Results- NOX (µg/m3)
Location Maximum Minimum Arithmetic
Mean
Area
Designation NAAQS
AQ1 16.1 14.2 15.4 Rural 80
AQ2 16.8 12.8 14.8 Rural 80
AQ3 15.8 13.3 14.3 Rural 80
AQ4 19.7 15.0 17.3 Rural 80
AQ5 17.6 13.4 15.5 Rural 80
FIGURE 4.4 NOX LEVEL COMPARISON AT 5 LOCATIONS
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CO – The average results at all sites were well within the prescribed NAAQS standards. The baseline
monitoring results are given in Table 4.14. Graphical representation of CO levels is shown in Figure
4.5.
TABLE 4.14 BASELINE AIR QUALITY – CO
Monitoring Results CO (µg/m3)
Location Maximum Minimum Arithmetic
Mean
Area
Designation NAAQS
AQ1 1298 1012 1171 Rural 2000
AQ2 1248 1069 1110 Rural 2000
AQ3 1103 976 1027 Rural 2000
AQ4 1364 1044 1202 Rural 2000
AQ5 1192 931 1059 Rural 2000
FIGURE 4.5 CO LEVEL COMPARISON AT 5 LOCATIONS
4.3 NOISE ENVIRONMENT
An assessment of baseline noise quality was undertaken to (a) establish the status of exposure, and (b)
identify the noise pollution levels of the proposed road. This assessment was accomplished by
conducting a site–specific background–monitoring program where appropriate, site–specific data were
compared to the applicable Ambient Air Quality Standards in Respect of Noise (AAQSRN).
The background-monitoring program was done in accordance with the requirements of an EIA study.
Sound pressure level (SPL) measurements were automatically recorded to give the noise level for
every hour continuously for 24 hours. Accordingly data was collected at the monitoring locations and
given in Table 4.15.
TABLE 4.15 NOISE MONITORING LOCATIONS
Monitoring Station Description of Location Distance to Site (km)
NQ1 Project Site 0
NQ2 Saraswati Vidhyalaya, 0.2
NQ3 Sagartirath beach road (Bhakarwadi) 0.3
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Table 4.16 provides equivalent noise levels viz., Leqday, at the noise monitoring locations, alongside
noise standards as prescribed by the CPCB (Table 4.17).
Leq calculation is based on following equation:
= ∑
=
n
i
L
Teq
i
nL1
10, 10/1log10
Where, Li = levels observed at n equally spaced times during interval T.
TABLE 4.16 MONITORING RESULTS – NOISE
Location Day Time Night Time
Leq [dB(A)] Limit [dB(A)] Leq [dB(A)] Limit [dB(A)]
NQ1 52.3 55 44.4 45
NQ2 56.4 55 41.2 45
NQ3 57.9 55 47.1 45
TABLE 4.17 AMBIANT NOISE QUALITY STANDARDS
Area Code Category of Area/Zone Limits in dB(A) Leq
Day Time Night Time
(A) Industrial area 75 70
(B) Commercial area 65 55
(C) Residential area 55 45
(D) Silence Zone 50 40
1. Daytime shall mean from 6.00 a.m. to 10.00 p.m.
2. Nighttime shall mean from 10.00 p.m. to 6.00 a.m.
3. Silence zone is defined as an area comprising not less than 100 meters around hospitals,
educational institutions and courts. The silence zones are zones, which are declared as such
by the competent authority.
4. Mixed categories of areas may be declared as one of the four above-mentioned categories by
the competent authority.
The results of the monitoring program indicates that the levels of noise were below the prescribed
AAQSRN standards except the day time level at NQ2 and NQ3 and night time noise level at NQ3.
Figure 4.6 & Figure 4.7 shows the Noise level comparisons at 3 locations during day and night time.
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FIGURE 4.6 DAY TIME NOISE LEVEL COMPARISON AT 3 LOCATIONS
FIGURE 4.7 DAY TIME NOISE LEVEL COMPARISON AT 3 LOCATIONS
4.4 TRAFFIC PATTERN AND DENSITY
Traffic was surveyed at the junction of Vengurla –Shiroda road (SH4) and Velagar road towards site.
Vehicular traffic counts were performed on either side of the studied roads to provide background
values of traffic density, and correlate such data to the levels of air pollution along the road. Vehicular
traffic on these roads included heavy vehicle, light vehicle, three wheelers, and two wheelers. Major
traffic flow occurs between 8 am to 8 pm on these roads. The additional traffic due to the project
would also occur in this time duration only. A summary of the data is presented in Table 4.18.
TABLE 4.18 TRAFFIC STATISTICS OF STUDIED ROADS
Road
Vehicle Type Vengurla to Shiroda (SH4) Velagar Road near Project site
Two Wheeler 572 179
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Road
Vehicle Type Vengurla to Shiroda (SH4) Velagar Road near Project site
Three Wheeler 161 2
Four Wheeler 434 147
HMV 314 29
Total 1511 358
PCU 1823 325.5
FIGURE 4.8 TRAFFIC FLOW COMPARISON AT 2 LOCATIONS
4.5 SOIL
At each location, soil samples were collected from depths of around 1 m below the surface. The
samples were then packed in a polythene plastic bag and sealed. The samples from three different
depths were homogenized and the sealed samples were sent to laboratory at for analysis. The details
of the sampling locations are given in Table 4.19 and the analysis results of all the locations are
presented in Table 4.20.
TABLE 4.19 SOIL SAMPLING LOCATIONS
Sr. No. Code Location
1 S1 Project Site
2 S2 Sarsavati Vidhylay near Project site,
3 S3 Sagartirath Beach Road near project north side
TABLE 4.20 SOIL SAMPLING RESULTS
Sr. No Parameter Units S1 S2 S3
1 Bulk Density gm/ml 1.4 1.2 1.5
2 Salinity ppt 6.5 4.58 6.3
3 Porosity % 62.2 58.6 60.3
4 Texture Class Sandy Loam Sandy Loam Sandy
5 Silt % 42.1 45.2 52.2
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6 Clay % 15.3 12.1 10.1
7 Sand % 4.16 5.7 7.8
8 pH( 5% Solution) -- 6.3 7.6 5.1
9 Electrical
Conductivity µs 12.5 8.8 11.9
10 Cation Exchange
Capacity meq/100gm 16.7 19.1 17.0
11 Sodium mg/lit. 7.18 8.26 6.91
12 Potassium mg/lit. 2.69 3.14 3.05
13 Nitrogen mg/lit. 6.31 7.14 6.40
14 Magnesium mg/lit. 0.52 0.6 0.70
15 Phosphorous mg/lit. 2.2 1.22 2.63
16 SAR mg/lit. 9.25 6.27 8.84
17 Water Holding
Capacity ml/100 gm 38.75 37.98 33.48
18 Iron as Fe mg/kg 18.24 8.21 9.04
19 Copper as Cu mg/kg 0.01 BDL BDL
20 Zinc as Zn mg/kg 2.67 1.66 BDL
21 Manganese as Mn mg/kg 1.45 0.79 BDL
22 Nickel as Ni mg/kg 0.01 BDL BDL
BDL – Below Detection Level
Soil analysis results are summarized below:
• Bulk density varies between 1.2 to 1.5 gm/ml. Soil texture was sandy loam.
• pH ranged from 5.1 to 7.6.
• Water holding capacity of soil varies between 33.48 to 38.75 ml/100 gm.
• 0.01 mg/kg copper was detected at Project Site while at other two locations it was below
detection level. Zinc was found at 2 locations, varying between 2.67 to 1.66 mg/kg. Nickel
was detected at one location i.e. project site as 0.01 mg/kg and manganese were found in the
range of 0.79 to 1.45 mg/kg. Iron was found in the range of 8.21-18.24 mg/kg.
• The Sodium Adsorption Ratio (SAR) values are between 6.27 to 9.25.
4.6 WATER ENVIRONMENT
4.6.1 Ground Water Scenario of the district
Depth to Water Level
Pre-monsoon (May-2007) and Post-monsoon (November-2007)
The depth to water levels in the district during May 2007 ranges between 1.94 and 17.40 mbgl. The
shallow water levels within 10 mbgl are seen in almost entire district .At project site, pre monsoon
depth to water level ranges between 5-10 mbgl.
The depth to water levels during Pre Monsoon Nov. 2007 ranges between 0.01 m bgl and 14.85 mbgl.
In the entire district the water levels are shallow within 5 m bgl. The water levels of 2 to 5 m bgl are
the most dominant range. At the project site, Post Monsoon depth top water level ranges between 2-5
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mbgl. The depth to water level both during the pre-monsoon and post-monsoon of the district has
been shown below in Figure 4.9.
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FIGURE 4.9 DEPTH TO WATER LEVEL DURING PRE-MONSOON AND POST MONSOON
Depth to Water level (Pre Monsoon) Depth to Water level (Post Monsoon)
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Ground and Surface Water quality of the project site
The samples were collected and analyzed as per the procedures specified in IS:3025 and compared
with the standards for drinking water quality as per IS:10500 applicable for ground and surface water
respectively. Physico-chemical parameters along with microbiological indicators of pollution have
been analyzed for assessing the baseline status of water environment and identification of impacts due
to the project activity. The water sampling locations are given in Table 4.21 and the analysis results
are presented in Table 4.22
TABLE 4.21 WATER SAMPLING LOCATIONS
Sr. No. Code Location Type of Water
1 GW1 Project site Ground Water
2 GW2 Near Project site - bungalow Ground Water
3 SW1 Arabian sea Near project site Surface Water
TABLE 4.22 WATER SAMPLING LOCATIONS – GROUND WATER
Sr. No. Parameter Unit GW1 GW2 Standard as per IS:10500-1991
1 Colour Unit <5 <5 5 Hazen unit
2 Odour -- UN UN UN
3 Turbidity NTU 1.0 1.0 5 NTU
4 pH -- 7.47 7.77 6.5 – 8.5
5 Temperature 0C 30.1 31.5 --
6 Total Hardness as
CaCO3 mg/lit. 110.0 515.0 300 mg/lit.
7 Calcium as Ca mg/lit. 33.6 90.0 75 mg/lit.
8 Magnesium as Mg mg/lit. 6.37 70.83 30 mg/lit.
9 Total Alkalinity mg/lit. 190 475 200 mg/lit.
10 Chloride as Cl- mg/lit. 25 525.4 250 mg/lit.
11 Sulphate as SO4-2 mg/lit. 35.4 196.4 200 mg/lit.
12 Nitrate as NO3 mg/lit. 0.9 0.66 45 mg/lit.
13 Fluoride as F mg/lit. 0.31 0.25 1.0 mg/lit.
14 Sodium mg/lit. 10.48 195.7 --
15 Potassium mg/lit. 1.26 25.8 --
16 Salinity -- 177.62 1494.3 --
17 Total Nitrogen mg/lit. 6.21 3.56 --
18 Total Phosphorous mg/lit. 1.23 0.26 --
19 Cadmium as Cd mg/lit. BDL BDL
20 Lead as Pb mg/lit. BDL BDL
BDL: Below Detectable Limit UN: Unobjectionable
Water quality results of ground water are summarized below:
• pH of the well water samples around the site varied between 7.47 to 7.77.
• Total hardness of ground water samples varied between 110 to 515 mg/l.
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• Alkalinity value varied between 190-475 mg/l for ground water samples.
• Nitrate was 0.9 to 0.66 mg/l.
• Cd and Pb were below detectable limits in all the samples.
TABLE 4.23 WATER SAMPLING LOCATIONS – SURFACE WATER
Sr. No. Parameter Unit SW-1
1 Colour Unit <5
2 Odour -- UN
3 Turbidity NTU 2
4 pH -- 7.89
5 Temperature 0C 30.5
6 Total Hardness as CaCO3 mg/lit. 6750.0
7 Calcium as Ca mg/lit. 720
8 Magnesium as Mg mg/lit. 1208.32
9 Total Alkalinity mg/lit. 200
10 Chloride as Cl- mg/lit. 22,000
11 Sulphate as SO4-2
mg/lit. 3976
12 Nitrate as NO3 mg/lit. 1.18
13 Fluoride as F mg/lit. 2.56
14 Sodium mg/lit. 9000
15 Potassium mg/lit. 248.6
16 Salinity -- 37000
17 Total Nitrogen mg/lit. 10.24
18 Total Phosphorous mg/lit. 0.34
19 Cadmium as Cd mg/lit. BDL
20 Lead as Pb mg/lit. BDL
BDL: Below Detectable Limit UN: Unobjectionable
4.7 ECOLOGY
Due to the location of the site, which is part of the Sagartirath beach, the site characteristic is mainly
dry coastal. The flora and fauna studied on the site was mainly adapted to humid coastal climatic
conditions.
A foot survey was carried out for about 5 km from the site in three directions, North, South and East.
The west ward side being sea, there was no necessity for a land survey. The survey revealed that on
south as well as on North, there were similar orchards owned by different people and the entire
coastline was covered by the private orchards, leaving little room for natural vegetation. However, in
the eastern direction, the vegetation changes rapidly due to the presence of village Aravli and one can
see more varieties of crops and plants used by people for their living.
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Existing Site access road connect SH4
(Shiroda-Vengurla)
SH4 (Vengurla to Shiroda)
The basic soil is coastal sandy soil with predominance of dry coastal vegetation in the non cultivated
areas. The western side of the site is predominantly sand dunes and the westernmost dunes are well
stabilised by natural dune vegetation, casuarina plantations and invasive vegetation that has widely
spread along the coast.
Dry costal vegetation Sandy Beach North boundary of project site
Sand Dune on western side of site Arabian Sea’s tidal movement drain sand into
the project site land
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The western most dune is about 60 m in breadth and runs beyond the property for several hundred m
on both sides, intercepted by a public road and the natural water drains coming from the land.
The primary objectives of the study were:
• To analyze the vegetation types both qualitatively and quantitatively;
• To prepare floristic checklist for the property;
• To prepare list of rare and endangered plant species if any;
• To prepare faunal checklist of the property;
• To prepare rare and endangered animal species, if any;
• To evaluate the importance of the site as a wildlife habitat;
Methodology & Materials
The ecological status survey was undertaken in June 2010. The primary data relating to flora, fauna
and agricultural diversity of the area was generated on site.
Phytosociology
A nested quadrate technique was used for sampling the vegetation. The size and number of quadrates
needed were determined using the species area curve (Mishra, 1968) and the running mean method
(Kershaw, 1973). Summarization of previously used methods and recommendations led to the use of
more than often (10x10m) quadrates laid out for sampling the tree stratum and 1x1m quadrates for
herbs, grasses and seedlings of tree species less than 1.3cm dbh (diameter at breast height). The
enumeration of the vegetation was done by measuring dbh individually in case of woody vegetation,
and collar diameter in case of herbs and grasses using the tree caliper and electronic digital caliper. In
case of grasses and sedges, each erect shoot is considered to a plant tiller and the enumeration was
done by laying 1m x 1m quadrates at random, further subdivided into 10 x 10 cm segments. Four such
segments selected at random were analyzed from each quadrate by counting the tillers individually as
per the method used was that of Singh and Yadava (1974).
Diversity of the Forest Vegetation
The tree species diversity for each stand in different forest types was determined using Shannon
Wiener information function (Shannon and Wiener, 1963), which is: Where, Ni is the total number of
individuals of species i and N is the total number of all species in a stand.
Concentration of dominance
Concentration of dominance (Cd) was measured by Simpson Index (Simpson, 1949): Where, Ni and
N were the same as for Shannon Wiener information function.
This index ranges from one, if all the individuals belong to one species, to (1/s) if they are equally
divided among species (S).
Faunal Study
Terrestrial Fauna
Ground surveys were carried out by trekking the core and the buffer zones. For sampling butterflies
the standard ‘Pollard Walk’ methodology was used by recording all the species that were encountered
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while trekking along the foot trails between these two sites, daily. Sampling was done for 1 hour in a
stretch on each transect (n = 4). For sampling birds ‘point sampling’ along the fixed transects (foot
trails) was carried out to record all the species of birds observed with the help of binoculars; field
guides and photography for 1 hour on each transect (n=4). For sampling mammals, ‘direct count on
open width (20 m) transect’ was used on the same transects for 1 hour in each transect. Besides,
information on recent sightings / records of mammals by the villagers and locals was also collected
from these areas. ‘Reptiles’ mainly lizards were sampled by ‘direct count on open width transects’ for
1 hour in each transect.
General Survey
Vegetation types were closely observed and identified, as also vegetation types were sampled for
assessing ecological status. The vegetation types were based on the composition of the area and
dominant species found in them. The identified vegetation types have been confirmed from published
and authenticated sources.
TERRESTRIAL ECOSYSTEM
Vegetation Characteristic
In an aerial view, the land appears mainly as a coconut plantation, interspersed with Casurina,
Australian Acacia and Cashew.
In composition, about 60% plantation is that of Coconut. Cashew is about 15% and another 20% is
invaded by Acacia auriculiformes and Acacia mangium. The site has over 60% ground cover by the
well grown orchards. Trees are matured and are over 20 years old. The coconut plantation is mainly
in the dune areas whereas Cashew and Acacia are mainly on the landward side, where there is some
amount of laterite mixed in the soil. Towards the entrance, there is avenue plantation of Acacia mixed
with Eucalyptus.
The proposed site has been owned by different owners in the past. There are some hedge plants that
differentiate these individual plots. Opuntia species has been generally used for the hedges. Over the
years, there has been Ipomoea pes-caprae, lantana and some other coastal plants that have mixed
with these.
The entire plot being fenced with barbed wire and guarded by security men, there were no cattles seen
straying within the property. The Casurina plantation for stabilizing the sand dunes is over matured
and requires systematic replantation and clear felling. Casurinas are over 45 feet tall and some of them
show broad buttressed stems growing over 2 metres in circumference.The sand dunes are vital for this
property and needs to be well secured whether the proposed development is allowed or not. The plant
list on the site is detailed in the Table 4.24.
TABLE 4.24 SITE FLORA OF PROPOSED PROJECT
Sr. No Common Name Scientific Name Habit Abundance in
the region
1. Coconut Cocos nusifera Tree Abundant
2. Suru Casurina equisitifolial Tree Moderate
3. Australian Babul Acacia auriculiformes Tree Abundant
4. Australian Babul Acacia mangium Tree Abundant
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Sr. No Common Name Scientific Name Habit Abundance in
the region
5. Black Plum Syzigium cumini Tree Abundant
6. Pangara Erythrina indica Tree Abundant
7. Ber Zizyphus mauritiana Tree Abundant
8. Sida Sida rhombifolia Herb Abundant
9. Ipoemoea Ipoemoea tuberose Creeper Abundant
10. Nilgiri Eucalyptus globules Tree Moderate
11. Ghaneri Lantana camara Shrub Abundant
12. - Aeschynomene indica Herb Abundant
13. - Alysicarpus bupleurifolius Herb Moderate
14. - Alysicarpus monilifer Herb Moderate
15. - Alysicarpus vaginalis Herb Moderate
16. - Canavalia maritime Perennial creeper Low
17. Takla Cassia tora Herb Abundant
18. Tag Crotalaria retusa Under
Shrub Moderate
19. Tag Crotalaria striata Herb Moderate
20. Tag Crotalaria verrucosa Herb Moderate
21. - Derris triflorum Woody creeper Moderate
22. - Desmodium triflorum Herb Moderate
23. Karanj Pongamia pinnata Tree Moderate
24. Rui Calotropis gigantium Shrub Moderate
25. - Tephrosia purpurea Under
Shrub Moderate
26. - Vigna spp. Creeping
herb Low
27. - Zornia gibbosa Herb Low
28. - Vitex trifolia Shrub Abundant
29. - Opuntia sp Shrub Abundant
30. - Aeluropus lagopoides Grass Abundant
31. - Cyperus sps Grass Moderate
32. Screw pine Pandanus pandanus Tree Moderate
33. Mango Mangifera indica Tree Abundant
34. Amarvel Cuscuta sps. Parasitic creeper Abundant
35. Bhendi Thespesia populnea Tree Abundant
36. Karvanda Carissa congesta Shrub Abundant
37. - Cullen corylifolia Herb Abundant
38. - Ixora coccinea Shrub Abundant
39. - Cryptolepis buchanani Climber Abundant
40. - Ipomoea pes-caprae Runner Abundant
41. - Aerides crispum Orchid Abundant
42. - Solanum virginianum Herb Abundant
43. - Cyanotis faciculata Herb Moderate
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Sr. No Common Name Scientific Name Habit Abundance in
the region
44. - Sesbania bispinosa Herb Abundant
45. - Mirabilis jalapa Shrub Abundant
Casurina equisitifolial (Suru) Plantation Cashew and coconut Plantation
(Opuntia ficus-indica) Cactus along boundary of
Project site
Cashew and Eucalyptus globules plantation
Birds:
The bird activity was found to be high. Mainly the insectivorus species were active throughout the
study period. The shorebirds were not seen. The large casurina trees were acting as good perches for
the Brahminy kites and White bellied Sea eagle.
The avifauna sighted on the site is described in the Table 4.25.
TABLE 4.25 SITE AVIFAUNA
C : Common, R: Rare; O: Occasional, VC: Very Common, UC: Uncommon,
No. Common Name Scientific Name Status
1. Ashy prinia Prinia socialis O
2. Asian koel Eudynamys scolapacea C
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No. Common Name Scientific Name Status
3. Asian palm swift Capriurus parvus C
4. Banded bay cuckoo acomantis sonneratii O
5. Black drongo Dicrurus macrocercus C
6. Black Headed Munia Lonchura Malacca C
7. Black hooded oriole Oriolus xanthornus C
8. Golden Oriole Oriolus oriolus VC
9. Black kite Milvus migrans govinda VC
10. Black lored tit Parus xanthogenys UC
11. Black naped monarch Hypothymis azurea VC
12. Black rumped flameback Dinopium benghalense C
13. Black shouldered kite Elanus caeruleus C
14. Blyth’s pipit Anthus godlewskii O
15. Brahminy starling Sturnia pagodarum O
16. Brown cheeked fulvetta Alcippe poioicephala VC
17. Cattle egret Bubulcus ibis VC
18. Common hoopoe Upupa epops UC
19. Common iora Aegithina tiphia VC
20. Common kingfisher Alcedo atthis C
21. Common myna Acridotheres tristis O
22. Common tailorbird Orthotomus sutorius VC
23. Common kestrel Falco tinnunculus C
24. Coppersmith barbet Megalaima haemacephala O
25. White bellied Sea Eagle Heliaeetus leucogaster C
26. Drongo cuckoo Surniculus lugubris O
27. Greater coucal Centropus sinensis VC
28. Green bee eater Merops orientalis VC
29. House crow Corvus splendes VC
30. House sparrow Passer domesticus C
31. House swift Apus affinis C
32. Indian nightjar Caprimulgus indicus VC
33. Indian robin Saxicoloides fulicata C
34. Jungle babbler Turdoides striatus VC
35. Jungle myna Acridotheres fuscus VC
36. Jungle Owlet Glaucidium radiatum C
37. Large billed crow Corvus macrorhynchos VC
38. Malabar whistling Thrush Myophonus horsfieldii VC
39. Oriental magpie robin Copysyschus saularis VC
40. Plain prinia Prinia inornata C
41. Plum headed parakeet Psittacula cyanocephala VC
42. Puff-throated babbler Pellorneum ruficeps VC
43. Purple rumped sunbird Nectarinia zeylonica C
44. Purple sunbird Nectarinia asiatica VC
45. Red vented bulbul Pycnonotus cafer C
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No. Common Name Scientific Name Status
46. Red wattled lapwing Vanellus indicus C
47. Red whiskered bulbul Pycnonotuus jocosus VC
48. Rock pigeon Columba livia O
49. Rose ringed parakeet Psittacula krameri C
50. Spotted dove Streptopelia chinensis VC
51. Sykes’s lark Galerida deva C
52. Tawny bellied babbler Dumetia hyperythra O
53. Thick billed flowerpecker Dicaeum agile C
54. Tickell’s blue flycatcher Muscicapa thalassine C
55. White throated kingfisher Halcyon smyrnensis VC
56. Brahminy Kite Haliastur Indus C
Reptiles:
The site did not show any significant reptilian population. Excepting the Bronze back, the other snake
species were determined by occurrence of old moults found on the site. The locals informed that the
beach is sometimes used by the Olive Ridley Turtle for nesting. The nesting site shown by the locals
was about a km away (northwards) from the site.The reptilian fauna is described in the table below:
TABLE 4.26 REPTILIAN FAUNA OF THE SITE
Sr. no. Common Name Scientific Name
1. Sitana ponticeriana Fan Throated Lizard
2. Calotes versicolor Common Garden Lizard
3. Ptyas mucosus Common Ratsnake
4. Amphiesma stolatum Buff striped Keelback
5. Vipera russelli Russel’s Viper
6. Naja naja Indian Cobra
7. Echis carinatus Saw Scaled Viper
8. Dendrelaphis tristis Bronze back
9. Varanus benghalensis Indian Monitor Lizard
10. Lepidochelys olivacea Olive Ridley Turtle
Mammals:
The site did not show any significant varieties of mammals. The only mammal that was seen
sporadically was palm squirrel. The site was studied for direct as well as indirect evidence for the
presence of mammals. On the site, there was no occurrence of any significant wild mammal or their
trace. There may be a few rodent species and mongoose found on the site, but there were no sightings
to establish the same.
Butterflies:
The dense plantation, mixed with local weeds and other species ensures a good butterfly habitat. The
higher activity of insectivorus birds also suggests, good insect population on the site. During the
survey, only butterflies were concentrated upon and the list is given below.
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TABLE 4.27 BUTTERFLY SPECIES
Family Common Name Scientific Name
Papilionidae Jay, Common Graphium doson (C & R Felder, 1864)
Jay, Tailed Graphium agamemnon (Linnaeus, 1758)
Lime Butterfly Papilio demoleus (Linnaeus, 1758)
Mormon, Blue Papilio polymnestor (Cramer, 1775)
Mormon, Common Papilio polytes (Linnaeus, 1758)
Pieridae Albatross, Common Appias albina (Boisduval, 1836)
Emigrant, Common Catopsilia pomona (Fabricius, 1775)
Emigrant, Mottled Catopsilia pyranthe (Linnaeus, 1758)
Grass Yellow, Common Eurema hecabe (Linnaeus, 1758)
Grass Yellow, Small Eurema brigitta (Cramer, 1780)
Jezebel, Common Delias eucharis (Drury, 1773)
Orange Tip, Great Hebomoea glaucippe (Linnaeus, 1758)
Orange Tip, Yellow Ixias pyrene (Linnaeus, 1764)
Wanderer, Common Pareronia valeria (Cramer,1776)
Lycaenidae Pierrot, Angled Caleta caleta (Hewitson,1876)
Pierrot, Common Castalius rosimon (Fabricius,1775)
Grass Blue, Pale Pseudozizeeria maha (Kollar, 1844)
Hedge Blue, Common Actolepis puspa (Horsefield, 1828)
Silverline, Common Spindasis vulcanus (Fabricius, 1775)
Nymphalidae Baron, Common Euthalia aconthea (Cramer,1777)
Baronet Euthalia nais (Forster,1771)
Castor, Common Ariadne merione (Cramer, 1779)
Coster, Tawny Acraea violae (Fabricius, 1793)
Eggfly, Danaid Hypolimnas misippus (Linnaeus, 1764)
Eggfly, Great Hypolimnas bolina (Linnaeus, 1758)
Evening Brown,
Common
Melanitis leda (Linnaeus, 1758)
Indian Crow, Common Euploea core (Cramer, 1780)
Leopard, Common Phalanta phalantha (Drury, 1773)
Oakleaf, Blue Kallima horsfieldii (Kollar, 1848)
Painted Lady Cynthia cardui (Linnaeus, 1758)
Pansy, Blue Junonia orithya (Linnaeus, 1758)
Pansy, Gray Junonia atlites (Linnaeus, 1763)
Pansy, Lemon Junonia hierta (Fabricius, 1798)
Sailer, Common Neptis hylas (Moore, 1872)
Tiger, Blue Tirumala limniace (Cramer, 1775)
Tiger, Plain Danaus chrysippus (Linnaeus, 1758)
Tiger, Striped Danaus genutia (Cramer, 1779)
Hesperiidae Awl, Common Banded Hasora chromus (Cramer, 1782)
Swift, Rice Borbo cinnara (Wallace, 1866)
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Conclusion: Considering the various biotic and abiotic components of the proposed site for the
proposed development, it can be deduced that the site is a representative of the general ecology of the
region and is not significant or conservation dependent. Being a horticulture plantation, the site has
been under active human interference for a long time and does not have any natural ecosystem. The
proposed development, with well designing, may contribute in increasing the biodiversity as the green
belts planned for the site may provide additional niche for the local fauna. It is recommended that the
green belts should consist of endemic or naturalized species only in order to maintain and enhance the
existing ecology. It is also highly recommended that the existing trees of Australian Acacia and
Eucalyptus are slowly clear felled for plantation of local species.
Particular care is required to maintain the dune ecology. Though Aravli area is not coming under
vulnerable areas identified for the district, the sand dunes are particularly important to protect the
coastline from the wave action. Also, the beach is occasionally used by the Olive Ridley Turtle for
nesting and hence requires better protection measures.
4.8 FOREST
The core zone (Project site) is basically is a horticultural land and there is no forest land in and around
the site. In the buffer zone (10 km radius in the surrounding area) has no Reserved or Protected
forest.
4.9 SCRUB FOREST
The sand dune area in the western side is having a small area of a scrub which is mainly covered by
Lantana, opuntia and other scrub species.
Scrub forest Near Vetoba Hills scrub species
4.10 PLANTATION AND ORCHARDS
The entire site is a plantation of coconut and cashew. Other fast growing species are also grown for
soft wood and timber.
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Coconut Plantation west side of project area. Kaju Plantation along site internal road.
Dry Coastal vegetation
This is an important vegetation type in the coastal areas, especially in the sand beach areas. Local
distribution of the plant species is given in the table 4.28 below
TABLE 4.28 LOCAL DISTRIBUTION OF PLANT SPECIES
S. No. Types of Plant Local Distribution
Common Sporadic Rare
1. Trees 12 - -
2. Shrubs 7 - -
3. Herbs 12 5 -
4. Climbers 5 2 -
5. Grasses 2 - -
Phyto Sociology: Flora
There is no natural forest area in the study area so no Phyto sociological study was carried out.
Endemic, Threatened and Endangered Plant Species
The site being a plantation site, there are no endemic, threatened or endangered plant species.
Threatened and Endangered Animal Species
The site does not support any endangered species as a habitat. The White bellied fishing Eagle is an
endangered species which is supported by the site through its tall trees on the Sand Dunes. The Beach
is also claimed to be acting as nesting site for the endangered Olive Ridley Turtles.
TABLE 4.29 SCHEDULED ANIMAL SPECIES IN THE STUDY AREA
Wildlife Schedule Sl. No. Common Name Scientific Name
A. Schedule I
A.1 : Birds
A.1.1 White bellied Sea Eagle Heliaeetus leucogaster
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Wildlife Schedule Sl. No. Common Name Scientific Name
B. Schedule II
B.1 : Mammals : Nil
B. 2 : Reptiles
B.2.1 Indian Cobra Naja naja
B.2.2 Russel Viper Vipera russelli
B.2.3 Common Rat Snake Ptyas mucosus
B.2.4 Common Indian Monitor Varanus bengalensis
B.2.5 Checkered Keelback Xenocchrophis piscator
B.2.6 Olive Ridley Turtle Lepidochelys olivacea
Aquatic Ecosystem
There is no water body within the site except presence of in 3 wells.
Conclusions
Ecological survey in the core zone and buffer zone reveals some interesting features of wildlife. The
survey was based on the following evaluation criteria:
(i) Land Use: The area is categorized as agricultural land and is under horticultural use.
(ii) Diversity: The floral diversity in the buffer zone is higher comparing to the core zone.
(iii) Proximity: There is no Reserve forest in the core zone and buffer zone.
(iv) Potential Value: The habitat condition of the area may improve after completion of the
project owing to development of green belt surrounding it.
4.11 SOCIO ECONOMIC ENVIRONMENT
This section discusses the baseline socio-economic environment of the study area defined for the
proposed project. Based on the assessment of the socio-economic conditions of the rural settlements
identified within the study area EIA study is focusing on prediction and evaluation about the future
impacts of the project on the local people, their physical and psychological health and well-being,
economic facilities, heritage and culture, lifestyle and other value systems. The issues under focus are
demographic structure, economic activity, education, literacy profile, infrastructure facilities, etc. The
assessment and evaluation of potential socio-economic impacts will thereby assist in the formulation
of necessary guidelines for impact mitigation and management of human environment.
The information provided in the following sections has been primarily derived from secondary
sources (Census of India 2001 and Census of India Website). The village-wise secondary data (as
obtained from Census, 2001) has been taken into consideration for analyzing the socio-economic
profile in a comparative manner.
4.12 GENERAL SOCIO-ECONOMIC PROFILE
Given the scale and nature of the proposed project, a study area of 2 km around the project site has
been defined for profiling of socio-economic environment of nearby villages. The following villages
have been considered for socio-economic profiling as presented in Table 4.30 below.
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TABLE 4.30 LIST OF VILLAGES SELECTED FOR SOCIO-ECONOMIC PROFILING
No. District Tehsil Village Distance from the
project site (km)
1
Sindhudurg Vengurla
Mochemad 2.2
2 Nhaichiad 2.3
3 Sagartirtha Project site
4 Shiroda 2.5
5 Tank 1.68
6 Temb 1.08
7 Velagar 1
Sindhudurg
According to the 2001 census Sindhudurg district has a population of 8,68,825. The district has a
population density of 170 inhabitants per square kilometre (430 /sq m). Sindhudurg has a sex ratio of
1079 females for every 1000 males, and a literacy rate of 80.3%.
4.12.1 Demographic Profile
The demographic profile in terms of total population, household size, sex-ratio and scheduled
population of the selected villages in the study area of district has been discussed in section below and
presented in Table 4.31 and Table 4.32.
Population and Household Size
Of the study area villages in Vengurla taluka, Sindhudurg district, Shiroda has the highest population
(1749) followed by Mochemad (1067). The household size was recorded 4.3 as average for the
villages in discussion.
Sex Ratio
The average sex ratio of 1078.1 recorded for the study area villages is higher than the state average of
940 females per 1000 males. The highest sex ratio within the study area is recorded for village
Nhaichiad (1096.2) followed by Mochemad (1084). Lowest female population has been recorded at
Temb (51%).
TABLE 4.31 DEMOGRAPHIC PROFILE OF THE STUDY AREA VILLAGES
Village Name HH
Nos. Total Pop.
HH
Size Male Pop. % M
Female
Pop. % F
Sex
Ratio
Mochemad 226 1067 4.7 512 48.0 555 52.0 1084.0
Nhaichiad 96 436 4.5 208 47.7 228 52.3 1096.2
Sagartirtha 102 380 3.7 186 48.9 194 51.1 1043.0
Shiroda 420 1749 4.2 843 48.2 906 51.8 1074.7
Tank 236 962 4.1 467 48.5 495 51.5 1060.0
Temb 88 410 4.7 201 49.0 209 51.0 1039.8
Velagar 113 447 4.0 208 46.5 239 53.5 1149.0
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Scheduled Caste (SC) & Scheduled Tribes (ST)
The highest percentage of SC was recorded for Shiroda (8.8%) followed by Mochemad (2.3%), rest
all the villages have 0% SC population. Mochemad is the only village with ST population of 0.2% and
rest all other villages in discussion have no ST population.
TABLE 4.32 SCHEDULE CASTE AND SCHEDULE TRIBES OF STUDY AREA VILLAGES
Village SC Population % SC ST Population % ST
Mochemad 25 2.3 2 0.2
Nhaichiad 0 0.0 0 0.0
Sagartirtha 0 0.0 0 0.0
Shiroda 154 8.8 0 0.0
Tank 0 0.0 0 0.0
Temb 0 0.0 0 0.0
Velagar 0 0.0 0 0.0
4.12.2 Education & Literacy
The study of the education and literacy profile in the region is relevant in order to have an
understanding whether the proposed project can utilize the skilled human resources available within
the individual study area. The village-wise male and female literacy status as obtained from Census
2001 is presented in Table 4-33.
According to the 2001 census data, literacy levels in Sindhudurg district is 80.3%. The highest
literacy rate is in Shiroda (82.2%) followed by Mochemad (75.7%) and Velagar (74.9%) and lowest
in Sagartirtha (68.2%). The highest female literacy rate was observed for village Shiroda (48.6%) and
the lowest for village Tank (44.7%).
TABLE 4.33 LITERACY PROFILE OF THE STUDY AREA VILLAGES
Village Name Total
Literate %
Male
Literate %
Female
Literate % Illiterates %
Mochemad 808 75.7 436 54.0 372 46.0 259 24.3
Nhaichiad 321 73.6 171 53.3 150 46.7 115 26.4
Sagartirtha 259 68.2 143 55.2 116 44.8 121 31.8
Shiroda 1437 82.2 739 51.4 698 48.6 312 17.8
Tank 714 74.2 395 55.3 319 44.7 248 25.8
Temb 293 71.5 159 54.3 134 45.7 117 28.5
Velagar 335 74.9 175 52.2 160 47.8 112 25.1
4.12.3 Economic Activity & Livelihood Pattern
The relevance of economic activity and livelihood pattern is important in the context of the study
since depending on the existing situation one can predict the impact of the project activity on the
economy of the villages and the region. The village-wise workforce participation as obtained from
Census 2001 is presented in Table 4.34.
The workforce participation rate in the study area villages of Sindhudurg district varies from 0.0% to
97.0%. Majority of inhabitants about 97.0% in Sagartirtha and 84.8% in Velagar are employed in
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other works followed by Cultivators which are 59.0% in Mochemad, 42.7% in Nhaichiad and 40.3%
in Temb. This is followed by agriculture labour and household work category. Percentage of people
employed as household workers is less.
TABLE 4.34 WORKFORCE PARTICIPATION FOR STUDY AREA VILLAGES
4.12.4 Socioeconomic Infrastructure
The project site is located in Sagartirath, Aravali Tak village, in Vengurla Taluka, district Sindhudurg,
Maharashtra. Nearest big towns are Vengurla and Sawantwadi. The site is located to the south of
Vengurla town and south west of Sawantwadi.
The existing social infrastructure around the site are summarized below:
Educational Facilities: As per the census data, Primary school facility is available at Sagartirath
village while middle school is available within 5 km radius. In aravali village, both primary and
middle school facilities are available.
Health Facilities: Medical facility is not available in Sagartirath village while in Aravali village,
primary health facility is available within 5 km radius.
Roads and Communication: The site is approachable by SH4 Vengurla- Shiroda Road (Sagari
Mahamarg). Sawantwadi is the nearest railway station, located at approximately 17 km to northeast of
site. Goa Airport is located at approximately 48 km to south of site.
Sindhudurg is part of the Konkan region of Maharastra located on the west coast of Indian Peninsula.
The district is surrounded by the Arabian Sea on the east, the Belgaum District (Karnataka state) and
Goa on the South and the Ratnagiri district on the North. National Highway 17 passes through the
district. With 7 railway stations, a 103 Km stretch of Konkan Railway line passes through this district.
It has good road and rail links with Goa and Mumbai.
Education
As per 2011 census, basic amenities available in the study area villages have been discussed below in
Table 4.35.
Villages Total
Worker
%
Cultivator
%
Agriculture
Labour
%
Household
Worker
%
Other
Worker
% Non
workers
Mochemad 480 59.0 9.0 0.2 31.9 55.0
Nhaichiad 274 42.7 44.9 2.2 10.2 37.1
Sagartirtha 202 0.0 2.5 0.5 97.0 46.8
Shiroda 575 7.8 6.4 3.7 82.1 67.1
Tank 457 37.0 23.9 2.2 37.0 52.4
Temb 226 40.3 28.3 0.4 31.0 44.8
Velagar 151 13.2 2.0 0.0 84.8 66.2
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TABLE 4.35 BASIC AMENITIES IN THE STUDY AREA
Village Educational
Facility
Medical
Facilities
Drinking
Water
Source
Approach to
Village
Power
Supply
Mochemad
P_SCH (3)
M_SCH(1)
Medical
facility(1)
WW(1)
TK(1)
HP(1)
Canal(1)
Paved Road(1) EA
Nhaichiad
P_SCH (2)
M_SCH(1)
- WW(1)
TW(1)
HP(1)
Paved Road(1) EA
Sagartirtha
P_SCH (1)
- WW(1)
Mud Road(1) EA
Shiroda
P_SCH (2)
M_SCH (2)
S_SCH(1)
SS_SCH(1)
Medical
facility(1)
TP(1)
WW(1)
- EA
Tank
P_SCH (1)
M_SCH (1)
S_SCH(1)
- TP(1)
WW(1)
TK(1)
Paved Road(1) EA
Temb
P_SCH(1)
- WW(1)
Mud Road(1) -
Velagar
P_SCH(1)
- WW(1)
- -
Education Facility: P_SCH = Primary School; M_SCH-Middle School; S_SCH-Secondary School; SS_SCH-
Senior Secondary School
Drinking Water Facility: TK = Tank water, TP- Tap water, HP- Hand pump, TW- Tub well water, WW-well
water, TK- Tank water
Power Supply: EA = Electricity for all purposes
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CHAPTER 5. POLLUTION SOURCES, IMPACT PREDICTION &
IMPACT ASSESSMENT
5.1 POLLUTION SOURCES
Pollutants generated during the construction and operation phase of the proposed development either
be liquid, solid and gaseous in nature. The generation of pollution may be periodic, continuous or
accidental. Potential sources of pollutants and their characteristics during the construction and
operation phase are given below in Table 5.1.
TABLE 5.1 POTENTIAL POLLUTANT SOURCES & CHARACTERISTICS
S.No Activity / Area Pollutant Pollutant Characteristics Frequency
CONSTRUCTION PHASE
1. Ground
excavation and
leveling
Air emissions:
PM10, PM2.5 CO,
NOx, SO2
Dust from construction
activities and excavation.
Temporary during
construction phase
only- bulk of the
emissions are
expected from
ground working and
leveling activities.
Earth / solid waste Solid waste from
construction activity and
excavation.
Periodic.
Noise Noise generated from
construction equipment
and machinery
Temporary during
initial construction
phase-due to running
of DG sets
2. Labour Camps Sewage Sewage generated from
temporary labour camps on
site
Temporary – during
the initial
construction phase
Solid Waste Solid Waste generated
from temporary labour
camps on site
Temporary – during
the initial
construction phase
3. Vehicular
movement
Air and noise
emission
Particulates, NOx and CO
from vehicle exhaust
Temporary during
the construction
phase
OPERATION PHASE
1. Vehicular
movement
Air emissions and
noise
Vehicle exhaust emissions Continuous /
Periodic
2. Diesel power
generators
Air emissions
SO2, NOx, PM, CO from
fuel burning
Continuous/Periodic
during power failure
Noise
Noise due to running of
equipment
Continuous/Periodic
during power failure
Hazardous waste Used Oil Generation Periodic, during oil
changes
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S.No Activity / Area Pollutant Pollutant Characteristics Frequency
3. Commercial Wastewater Wastewater containing
waste food matter
Continuous
Domestic Solid
waste
Garbage / Food waste Continuous
4. Project area
including
common toilets
Sewage
Domestic wastewater –
BOD, S.S, Pathogens
Continuous
Domestic Solid
Wastes
Bio-degradable and non-
biodegradable wastes
Continuous – small
quantities
5. Raw water
treatment
Wastewater Backwash water discharge Continuous
Solid waste Sludge from coagulation
process
Continuous
6. Sewage treatment
Plant
Solid waste Settled and stabilized
sludge
Continuous
Treated water Treated sewage used for
horticulture
Continuous
7. Diesel Storage Solid waste
Settled sludge during tank
cleaning
Occasional
Oil
Oil spillage – Accidental
large spills due to pipe
rupture
Oil Spillage - Small
quantities due to small pipe
leaks
Accidental / Only
due to poor
housekeeping
8. Maintenance Wastewater Floor washing Continuous
Solid waste Used equipment parts and
garden wastes
Continuous
9. Vehicle Parking
Area
Oil Spills Minor oil leaks in parking
lot
Occasional
– small quantities
10. Storm water
drains
Wastewater Contamination discharge
from site – Mainly
suspended solids
During rainy season
5.2 IMPACT PREDICTION AND IMPACT ASSESSMENT
The primary function of an environmental impact assessment study is to predict and quantify potential
impacts, assess and evaluate the magnitude and their importance in order to develop an environmental
management plan to mitigate the impacts. Environmental impacts could be positive or negative, direct
or indirect, local or regional and also reversible or irreversible.
Baseline environmental conditions at the proposed site for various parameters were provided in
Chapter 4 whereas Table 5.1 given above provides the various pollution loads and stressors that could
impact the environment. This chapter discusses the incremental environmental impacts on the
environmental parameters during the construction and operation phases of the project. The potential
impacts have been identified in Table 5.2. The mitigative measures for the adverse impacts, if any,
are discussed in Chapter 6 of Environmental Management Plan.
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TABLE 5.2 IDENTIFICATION OF POTENTIAL IMPACTS DURING CONSTRUCTION & OPERATION
PHASE
S. No Components Aspect Potential Impact
CONSTRUCTION PHASE
1. Ambient Air
Quality
Dust emissions from site
preparation, excavation, material
handling and other construction
activities at Site.
Minor negative impact inside the
premises. No negative impact outside
project site.
Short term
2. Noise
Noise generated from construction
activities, operation of construction
equipment and traffic.
Minor negative impact near noise
generation sources inside premises.
No significant impact on ambient noise
levels at sensitive receptors.
Short term
3. Water quality Surface runoff from project site
Oil/fuel and waste spills.
Improper debris disposal
Discharge of sewage from labour
camp.
Significant negative impact on nearby sea
water , if not properly managed inside the
premises itself..
Short term
4. Landuse and
Aesthetics
Land development No significant impact
5. Topography &
Geology
Site development No Significant Impacts
6. Soil Construction activity leading to
topsoil removal and erosion.
Minor negative impact
7. Ecology
Flora & Fauna
Habitat disturbance during
construction activity
Minor negative impact
Short term
8. Socio-economy Increased job opportunity for locals.
Economy related to commercial real
estate development, material supply
etc. expected to boom.
Overall positive impact
9. Traffic Pattern Haul Truck movement and
possibility of traffic congestion
outside site access road
No significant impact
Short term
OPERATION PHASE
1 Ambient Air
Quality
Particulate and gaseous emissions
from DG sets and vehicle movement
Minor Negative impact
No significant impact at sensitive receptors
2 Noise
Noise from vehicle movement and
operation of diesel generator sets
during power failure.
Minor negative impact inside premises.
No significant impact at sensitive
receptors.
3 Water Quality Oil/fuel and waste spills.
Discharge of sewage.
Discharge of contaminated storm
water
Significant adverse impact on nearby sea
water, if not properly managed inside the
premises itself
4 Water usage Use of over ~791 KL per day water
at peak demand
No significant impact
5 Soil Storage and disposal of solid and
hazardous wastes
Discharge of sewage
Minor negative impact
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S. No Components Aspect Potential Impact
Fuel and material spills
Pesticides use
6 Ecology
Flora & Fauna
Landuse change
Discharge of wastewater to surface
water bodies
Significant adverse impact on marine
ecology and minor significant impact on
terrestrial ecology
7 Socio-economy Increased job opportunity in the
proposed project for the locals.
Overall positive impact
8 Traffic Pattern The proposed project is likely to add
significantly to the predicted traffic
during peak hours.
Moderate Negative Impact
5.3 IMPACT ON PHYSICAL ENVIRONMENT
5.3.1 Impact on Physical Environment during Pre-Construction Phase
5.3.1.1 Land use
The proposed site is basically a horticulture land. Hence, the land use pattern will be changed. The
surrounding land comprises of villages and residential setup and community facilities in the form of
small mosque and church along with few settlement nearby.
The proposed site is in the coastal plains and is slightly undulating. The site surroundings comprise of
rural setup and the land use in the surrounding area comprises of villages with residential set up. No
industrial area is observed in nearby vicinity. Many small scale hotels and resorts are seen adjoining
the coastal areas.
Therefore, it can be adhered that the proposed development of beach resort will change the present
land use pattern of the area.
5.3.2 Impact on Physical Environment during Construction Phase
5.3.2.1 Topography
The proposed development will involve some change in the topography of the area, as the proposed
site is lying in the coastal plain and have slightly undulating terrain with a contour difference of 5 m
in the highest and lowest part of the land. The construction activities will proceed in a manner so as to
maintain the natural slope of the area by proper leveling of land, as and when required. Therefore no
significant impact is anticipated on the local topography of the area.
5.3.2.2 Geology
Quarry material requirements for the proposed development have been estimated, as such the key
natural materials such as earth, sand, stone will be sourced from licensed and government approved
quarries. Hence, no negative impact is envisaged on the local geology of the area.
5.3.2.4 Mineral Resources
No impact on minerals is anticipated because of the construction of proposed beach resort
development, as currently there are no signs of presence of minerals in direct influence area of the
proposed development.
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5.3.2.5 Land use
The land acquired for the proposed development is basically a horticulture land. Therefore, the
proposed development would involve permanent change in the present form to a beach resort, having
guest rooms, suites, villas, public areas and amenities.
5.3.2.6 Climate & Meteorology
The climate and meteorological pattern of the region impact due to the proposed development as there
will be low spatially restricted short term impact due to cutting of vegetation. The development
peripheral green belt development and landscape plantation a part of the proposed development, will
help in improving the micro-climate of the region.
5.4 IMPACT ON AIR ENVIRONMENT
5.4.1 Impact on Air Environment during Pre- construction Phase
5.4.1.1 Air Emissions Sources
Air emissions have no boundaries and can migrate from one place to another place depending upon
the wind direction and speed. The sources of air emission can be grouped into three categories of
point, area and line sources:
1. A pollutant source that can be treated in a dispersion model as though pollutants were emitted
from a single point that is fixed in space. Example: the mouth of a smoke stack.
2. An array of pollutant sources, so widely dispersed and uniform in strength that they can be treated
in a dispersion model as an aggregate pollutant release from a defined area at a uniform rate. Such
sources may include vehicles and other small engines, small businesses and household activities,
or biogenic sources, such as a forest, that release hydrocarbons.
3. An array of pollutant sources along a defined path that can be treated in dispersion models as an
aggregate uniform release of pollutants along a line. Example: the sum of emissions from
individual cars traveling down a highway can be treated as a line source.
5.4.1.2 Fugitive Emissions from site preparation
During the construction phase of the project, the principal source of air pollution will be dust from
exposed site areas, stockpiling, and movement of vehicles along unpaved roads, excavation and
handling of construction materials.
5.4.2 Impact on Air Environment during Construction Phase
5.4.2.1 Air Quality
During the construction phase, the major sources of air emissions include:
• Suspended Particulate Matter (SPM) associated with the construction activity
• Emissions due to the operation of DG sets, to be used for supplying power
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In order to quantify the impact of SPM associated with the construction activity, it is planned that the
construction activity will be carried out in phases. The emission sources will be distributed throughout
the project site and will fall under the category of area source.
Basic Consideration
In the absence of information regarding the quantity and type of construction equipment to be
deployed at any particular time, overall emission factor for SPM from construction activities has been
used. Overall SPM emission has been estimated using the emission factor of 1.2 tons SPM/month of
activity/acre as per AP-42 Section 13.2.3.3 (USEPA, 1995). This emission factor is used for
developing emission estimates from construction activities throughout a geographical area and is most
applicable for construction operations with medium activity level, moderate silt contents and semiarid
climate (USEPA, 1995). The derivation of the factor assumes that construction activity occurs 30 days
per month, making the above estimate somewhat conservatively high for total suspended particulate
(U.S. EPA, 1995).
For the air environmental impact assessment study, MoEF recommended air quality model, Industrial
Source Complex Short Term (ISCST3-version 3) has been applied to predict ground level incremental
concentrations (GLCs).
5.4.2.3 Impact on Air Environment during Operation
The major air emissions expected during the operation phase will be due to running of DG sets during
the power failure.
Air Dispersion Model - (ISCST3)
Air dispersion modeling can be used to predict atmospheric concentrations of pollutants at specific
locations (receptors) over specific averaging times (i.e. annual, daily and hourly). An atmospheric
dispersion model accounts for emissions from a source; estimates how high into the atmosphere they
will go, how widely they will spread and how far they will travel based on temporal meteorological
data; and outputs the pattern of concentrations that will occur for various exposure periods, thereby
providing the exposure risks for different receptors.
Industrial Source Complex Short Term (ISCST3) air dispersion model has been used to predict
ground level concentrations of the contaminants emitted from area and point sources at the site during
both the construction and operational phases.
In order to predict the air pollutants, the model requires the following input parameters:
• Hourly meteorological data;
• The source description including emission rates of the various contaminants, type of source (i.e.
area and point) and source emissions characteristics, as described above;
• The receptor locations and grid layout will be based on the site coordinates, receptor locations
and nature of sources.
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5.4.3.2 Impact due to DG sets- Point Source
The total maximum grid demand load is 2956 KW which is to be sourced from Maharashtra state
electricity board. During operation phase, diesel generator sets operated for back-up power supply are
identified as the only major sources of gaseous and particulate emission. SO2, NOx, PM10, PM2.5 and
CO emissions are expected due to fuel combustion in generator sets. To serve as a back-up power
supply for entire project, 5250 kVA of power is to be supplied through 7 D.G sets of 750 KVA
capacity. The specifications of D.G. sets used for modeling are given in Table 5.3.
TABLE 5.3 DG SET SPECIFICATION
The maximum predicted increment in concentrations of SO2, NOx, PM10, and CO due to D.G. sets are
estimated about 3.81 µg/m3, 30.54 µg/m3, 24.17 µg/m3 and 14.63 µg/m3 respectively. The details of
predicted value with background air quality levels along with NAAQS are provided in Table 5.4
through Table 5.7 The spatial distribution of predicted pollutants concentration are also shown in
Figure 5.1 through Figure 5.4. As the D.G. sets will be operated for back-up power supply only,
hence the impact of generation of gaseous pollutants in the ambient environment will be negligible.
TABLE 5.4 MAXIMUM GROUND LEVEL SO2 (µG/M3) CONCENTRATION (24 HOURLY AVERAGED)
DUE TO DG SETS
Description Maximum 24 Hour GLC
Concentration (µµµµg/m3)
NAAQS
SO2 Contribution from Site 3.81
80 µg/m3
SO2 Baseline (Average) 8.72
Total SO2 12.53
SO2 Contribution from Site to
Maximum SO2 30.40%
S. No. Particulars Values
1. DG set capacity (KVA) 750
2. No of stacks 7
3. Height of stack 15
4. Diameter of stack (m) 0.35
5. Exit velocity of gas (m/s) 35.1
6. Exit gas Temperature (0C) 492
7. Emission rate (g/s) for each DG set PM10 0.38
NOX 0.48
SOX 0.06
CO 0.23
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FIGURE 5.1 SPATIAL DISTRIBUTION OF 24 HOURS AVERAGED SO2 GLC (µG/M3) DUE TO DG SETS
TABLE 5.5 MAXIMUM GROUND LEVEL NOX (µG/M3) CONCENTRATION (24 HOURS AVERAGED)
DUE TO DG SETS
Description Maximum 24 Hour GLC
Concentration (µµµµg/m3)
NAAQS
NOx Contribution from Site 30.54
80 µG/M3
NOx Baseline (Average) 15.46
Total NOx 46.00
NOx Contribution from Site to
Maximum NOx
66.39%
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FIGURE 5.2 SPATIAL VARIATION OF 24 HOURS AVERAGED NOX GLC (µG/M3) DUE TO
DG SETS
TABLE 5.6 MAXIMUM GROUND LEVEL PM10 CONCENTRATION (µG/M3)
(24 HOURS AVERAGED) DUE TO D.G. SET
Description Maximum 24 Hour GLC
Concentration (µµµµg/m3)
NAAQS
Predicted Incremental PM10
Contribution 24.17
100 µG/M3 PM10 Baseline (Average) 32.64
Resultant PM10 56.81
PM10 Contribution from the
Proposed Project towards
maximum background PM
42.54%
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FIGURE 5.3 SPATIAL DISTRIBUTION OF 24 HOURS AVERAGED PM10 GLC (µG/M3) DUE TO
D.G. SETS
TABLE 5.7 MAXIMUM GROUND LEVEL CO (µG/M3) CONCENTRATION (1 HOURS AVERAGED) IN
DUE TO DG SET
Description Maximum 8 Hour GLC
Concentration (µµµµg/m3)
NAAQS
CO Contribution from Site 14.63
2000 µG/M3
CO Baseline (Maximum) 1114
Total CO 1128.63
CO Contribution from Site to
Maximum CO 1.29%
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FIGURE 5.4 SPATIAL DISTRIBUTION OF 8 HOURS AVERAGED CO GLC (µG/M3) DUE TO
DG SETS
5.5 IMPACT ON NOISE ENVIRONMENT
5.5.1 Impact on Noise Environment during Pre-construction
The major noise generating activity during the pre construction period is vehicular movement and
various noise generating equipments, which would be used onsite for construction purpose.
5.5.2 Impact on Noise Environment during Construction and Operation Phase
5.5.2.1 Noise Quality
The noise emission sources during construction phase will include construction
machineries/equipments to be employed at site.
The expected noise levels from the operation of equipment and machineries are provided in Table 5.8
below:
TABLE 5.8: NOISE LEVELS GENERATED FROM CONSTRUCTION EQUIPMENT
Name of Source Noise Level at 16 m (50 ft) from source in dB (A)
Back Hoe/Loader 80
Concrete Mixer Truck 85
Dump Truck 84
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Name of Source Noise Level at 16 m (50 ft) from source in dB (A)
Generator 82
Pile Driver 95
Jack hammer 85
(Source:-As per construction Noise Handbook, Federal Highway Administration)
5.5.3.1 Impact due to DG sets
The major source of noise generation during the construction and operation phase will be due to DG
sets used on the project site. The DG sets are proposed to be installed during the construction and
operation phase for power back up supply and hence the noise pollution load will be increase.
However, the DG sets will be provided with acoustic enclosures so as to keep the noise level within
the prescribed standards.
Noise Limit for Generator Sets run with Diesel were notified by Environment (Protection) second
Amendment Rules vide GSR 371(E), dated 17th May 2002 at serial no.94 and its subsequent
amendments.
The maximum permissible sound pressure level for new diesel generator (DG) sets with rated
capacity upto 1000 KVA, manufactured on or after the 1st January, 2005 shall be 75 dB (A) at 1 m
from the enclosure surface.
The diesel generator sets should be provided with integral acoustic enclosure at the manufacturing
stage itself.
Prediction Model
For an approximate estimation of propagation of noise in the ambient air from the area or point
source, a standard mathematical model for sound wave propagation has been used which is as
follows:
Noise (Receptor) = Noise (Source) - 20 Log [distance (Receptor) / distance (Source)]
The incremental noise level during the construction phase will be predicted using the CPCB approved
noise model DHAWANI, applicable for stationary point sources. For the modeling purposes, worst
case scenario has been considered assuming a flat terrain and absence of sound absorbers.
Results and Discussion
The predicted incremental noise levels without control measures have been presented as noise
contours in an area of 1000 m x 1000 m. Modeling has been done by assuming 6 DG sets during the
construction phase and 7 DG sets during the operation phase.
Modeling results indicate that the cumulative noise level is expected to be within the permissible
AAQSRN standards of 55 dB(A) at a distance of about 200 m both during the construction and
operation phase. The predicted noise levels are without mitigation measures and it is assumed that
with the adoption of the mitigation measures noise levels will be further restricted within very
short distances from the source.
With respect to occupational exposure, the permissible threshold is 90 dB (A) for 8 hours per day.
Thus, based on the modeling results, it can be concluded that all sensitive receptors (i.e. labour
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colonies) will be located beyond 200 meters from the noise generating sources during construction
activities.
FIGURE 5.5 Spatial Variation of Incremental Noise Level during Construction Phase
without Control
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FIGURE 5.6 Spatial Variation of Incremental Noise Level during Operation Phase without
Control
DG sets will be used only in emergency for back up supply. It will be ensured that the DG sets are
enclosed in acoustic enclosures and comply with the prescribed CPCB norms
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5.6 IMPACT ON WATER ENVIRONMENT
5.6.1 Impact on Water Environment during Construction Phase
Surface water resources
The water requirement during construction phase will mainly comprise of water for construction
purposes and water demand for labourers. The water during construction phase will be sourced
through tanker water supply. There will be no extraction of water from surface water resources for
using in the proposed development; hence no impact on surface water resources is envisaged.
Groundwater resources
The proposed development would not extract any ground water resources, as the water requirement
during the construction phase will be met through tanker water supply.
5.6.1.2 Water Requirement
The water requirement during construction phase can be broadly divided into two categories.
• Construction activities (55 KLD) which is the peak period demand during construction phase
• Domestic water requirement for labourers (25 KLD) considering 500 labors deployed at the
construction period.
The total water requirement during the construction phase would be around 80 KLD.
5.6.1.2 Wastewater Generation
It is expected that 20 KLD of waste water will be generated from labour, which will be disposed off in
septic tanks. The waste water from septic tanks will be disposed through mobile STP tankers.
Construction activities for the proposed development can have minor impact on hydrology and ground
water quality of the area. Potential impacts on the hydrology and ground water quality have been
discussed as under.
� Soil runoff from the site leading to off-site contamination (particularly during rainy season).
� Improper disposal of construction debris leading to off-site contamination of water resources.
� Unaccounted disposal of domestic wastewater from temporary labour camps.
� Spillage of oil & grease from the vehicles and wastewater stream generated from on- site
activities such as vehicles washing etc.
5.6.1.4 Construction & development of site
Development of the proposed site could lead to stockpiling and excavation activity on site, thereby
causing erosion of base soil. The runoff from the site may contain high quantity of suspended solids
(SS). The impact of runoff on nearby sea water may not be very significant except during rainy season.
Further construction of garland drains will reduce the runoff from the stockpiles.
5.6.1.5 Site Workshop
The repair and maintenance of equipments/vehicles on site would generate waste containing oil and
grease. The wastewater stream would also be generated from vehicle washing. The impact will be
mitigated to a great extent by installing oil and grease traps during construction phase.
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5.6.1.6 Construction of roads & parking areas
The impact from the road construction depends on both the construction practices and the type of
material used. The waste material generated will be construction debris, which can be used in site
leveling and any other type of waste like packaging materialswould be stock piled and disposed
properly.
5.1.6.7 Construction Labour
During construction phase, wastewater shall be generated due to construction workers. Water quality of
nearby sources may be impacted if the sewage is disposed without any prior treatment.
It is proposed to deploy local population from nearby villages to the maximum extent possible so the
waste water generation at site will be minimal. Also septic tanks will be used on site for disposal of
waste water generated during construction phase
5.6.2 Impact on Water Environment during Operation Phase
5.6.2.1 Water Requirement
During the operation phase, the ultimate water requirement considering all planned developments is
expected to be 791 KLD. This includes water requirement for domestic activities, water for landscape
development and for HVAC cooling purposes of the entire development, once fully become
operational. The estimates have been worked out on the basis of norms as part of the “Manual on
norms and Standards for Environment Clearance of Large Construction Projects, MoEF”, and
CPHEEO manual on “Water Supply and Treatment”.
The water requirements are planned to be met through public supply and if in case, ground water
extraction is required, due permission will be taken from the CGWA. The project proposes to recycle
treated wastewater for flushing, landscaping and partial HVAC cooling water thereby reducing the
fresh water requirement and is expected to be in the order of 496 KLD. The ultimate water demand
estimated for various activities within the proposed development, is as shown in Table 5.9.
TABLE 5.9: ULTIMATE WATER REQUIREMENTS FOR PROPOSED PROJECT
S.N. Details Quantity in KLD
1 Domestic Other Than Flushing 272
2 Flushing 48
3 HVAC cooling 78
4 Filter Back Wash 25
5 Swimming Pool and other Process Water Wash 55
4 landscaping 238
5 Water body 75
5.1 West Zone 20
5.2 East Zone 30
5.3 Pools of Villas Clusters 13
5.4 Villa Common Pools 7
5.5 SPA Pool 4
Total 791 KLD (*Source: MoEF Manual on norms and standards for Environmental Clearance of large construction projects,
CPHEEO Manual on Water Supply & treatment)
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5.6.2.2 Wastewater Generation and Characteristics
The total wastewater generated from the project site will be 310 KLD. This wastewater generated
will be treated in an on-site sewage treatment plants based on Membrane Bio-Reactor (MBR) process
upto tertiary level having total design capacity of 375 KLD.
The total reclaimed water available for use is 295 KLD out of which 238 KLD will be used for
landscaping, 48 KLD for flushing, and 9 KLD for partial HVAC cooling. The water balance for
proposed development of beach resort are as shown in Annexure 5.1.
For optimal management (treatment and reuse), wastewater generation has been categorized under
two sources:
• Gray water (wastewater generated from various activities, except for the wastewater produced
from the toilet flushing)
• Black water (wastewater generated from the toilet)
The effluents will be treated to meet the permissible limits as per CPCB guidelines as given in Table
5.10. However, the proposed development will ensure zero discharge of treated effluent. The general
quality of sewage inlet characteristics and treated effluents have been discussed below.
General Quality of Sewage Inlet Characteristics
S.N. Particulars Details
1. Nature of Waste Sewage
2. pH 6.0-8.0
3. Suspended solid <0.1 mg/L
4. BOD 250-450 mg/L
5. COD 500-800 mg/L
6. TDS 400 mg/L
7. Oil & grease 10 mg/L
Quality of Treated Effluent
S.N. Particulars Details
1 pH 6.5-8.5
2 Suspended solid <0.1 mg/L
3 BOD <5 mg/L
4 COD <30 mg/L
5 TDS <10 mg/L
TABLE 5.10: STANDARDS FOR EFFLUENT DISPOSAL
S.N Parameter Into inland
surface waters
Into public
sewers, mg/l
On land for
irrigation, mg/l
1 pH 5.5-9.0 5.5-9.0 5.5-9.0
2 BOD for 5 days at 20 oC, mg/L 30 350 100
3 Chemical Oxygen Demand, mg/L 250 - -
4 Suspended Solids, mg/L 100 600 200
5 Total Dissolved Solids, mg/L 2100 2100 2100
6 Temperature, mg/L 40 45 -
7 Oil and grease, mg/L 10 20 10
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S.N Parameter Into inland
surface waters
Into public
sewers, mg/l
On land for
irrigation, mg/l
8 Phenolic compounds, mg/L 1 5 -
9 Cyanides, mg/L 0.2 2 0.2
10 Sulphides, mg/L 2 - -
11 Fluorides, mg/L 2 15 -
12 Total residual chlorine, mg/L 1 - -
13 Pesticides, mg/L - - -
14 Arsenic, mg/L 0.2 0.2 0.02
15 Cadmium , mg/L 2 1 -
16 Chromium (Hexavalent) , mg/L 0.2 2 -
17 Copper, mg/L 3 3 -
18 Lead, mg/L 0.1 1 -
19 Mercury , mg/L 0.01 0.01 -
20 Nickel , mg/L 3 3 -
21 Selenium , mg/L 0.05 0.05 -
22 Zinc, mg/L 5 15 -
23 Chlorides, mg/L 1000 1000 600
24 Boron, mg/L 2 2 2
25 Sulphates, mg/L 1000 1000 1000
26 Sodium ( 9%), mg/L - 60 60
27 Ammonical Nitrogen, mg/L 50 50 -
28 Radioactive materials 10-7 10-7 10-8
29 Alpha emitters (milicurie/ml) 10-6 10-6 10-7
The impact on water environment will not be significant as the proposed development would not
extract groundwater resources. However, if in case of any withdrawal from ground water, due
permission will be taken from CGWA.
The proposed development is not likely to have any impact on the water quality of the area as it is
committed not to discharge any effluents outside the developed area and ensured zero discharge of
effluent. Thus, full reutilization of treated effluent will be done on site through landscaping, flushing
and for HVAC requirement.
5.7 IMPACT ON LAND ENVIRONMENT
5.7.1 Impact on Land Environment during Construction Phase
Earthwork
The proposed site is an undulating terrain with a variation of 7 m between the highest and lowest
contour level, thereby increasing the leveling requirement. Once the leveling of the land is done, the
construction of buildings for various purposes will be carried out, which will entail excavation of
material.
Total excavated earth = 30000 cum.
The cut and fill will be balanced by volume of earth which would be excavated. No extra earth will be
required .
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The soil of the proposed site may be affected due to improper waste disposal on the site but in view of
proper waste management for construction and demolition waste, chemical waste and municipal solid
waste generated during the construction phase no impact is envisaged on soil.
Wastes which are likely to be generated during the construction phase include the following:
Construction and Demolition Waste
The proposed development will involve generation of construction and demolition (C&D) waste. The
waste generated from various other construction activities contain a mixture of inert and non-inert
material, which include waste timber formwork, spent concrete and cement screening, material and
equipment wrappings. This will be disposed of with help of local vendor.
Municipal Waste
The municipal waste generated during the construction phase will comprise of waste generated from
the temporary labour camps.
Workers engaged during construction phase will generate municipal solid wastes such as food wastes,
packaging and wastepaper. The waste from labor camps would be mainly household domestic waste
and it is estimated to be 0.05 TPD.
The waste generation during construction phase will not have any impact as the waste generated from
labour camps will be predominantly organic in nature and will be stored within the construction area
for biodegradation and covered with soil layer (daily cover) on regular basis.
5.7.1.5 Drainage
The site is located near the seashore and therefore proper care need to be taken to avoid any runoff
from the project site into the sea water. The site is an undulating terrain, with a considerable variation
of highest and lowest part of the land.
The proposed project would involve construction of paved areas and thus the runoff from the project
site is expected to increase. However, the increased runoff will not cause flooding or water logging
because a well-designed storm water network will be provided within the entire site premises, which
will be stored in pond or tank.
5.7.2 Impact on Land Environment during Operation Phase
Soil
During the operation phase, carefully designed landscaped areas and plantation will be maintained.
No significant impact is expected on the soils on and around the site, due to the following
management measures:
i. All solid and hazardous wastes from the project will be properly collected, stored and disposed.
An integrated solid waste management plan will be developed as per the details given in
Chapter 6.
ii. Wastewater will be treated and disinfected and reused for various purposes on site and will not
be discharged outside the premises.
iii. Storm water will be stored properly and reused within the premises.
iv. Secondary containment will be provided in fuel, oil and other material storage areas.
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v. The entire site area will be well paved and thus there will be no leaching of any substances in
case of spills.
Hence, no negative impact on soil quality in the study area is expected due to the project activities.
Impacts due to Solid Waste Disposal
During operation phase, solid waste will be generated from various activities, which have been
quantified on the basis of Manual for Municipal solid waste management and handling (MSW Rules,
2000) and as per the norms prescribed by Central Public Health and Environmental Engineering
Organization (CPHEEO) for biodegradable and non biodegradable waste and is shown in Table 5.11.
The generated solid waste will be disposed off and due to the improper disposal of waste the soil of
the proposed site and the surrounding areas is likely to be affected.
TABLE 5.11: EXPECTED SOLID WASTE GENERATION
S.N. Nature Quantity
(Kg/day)
Method of disposal
1. Bio-degradable 786.16 Treated on site
2. Non-biodegradable
Sold out to authorized recycler 2.1 Recyclable 333.12
2.2 Hazardous 79.94 Sold to vendor authorized by
MPCB
2.3 Inert 133.24 Disposal to the site of
Nagarparishad, Vengurala
Total quantity of waste generated during the
operation phase
1.3 TPD
The total waste generated from the proposed project is expected to be about 1.3 TPD comprising of
biodegradable, non biodegradable, hazardous and inert waste. Proper segregation, collection, storage,
treatment and disposal facilities for various categories of waste will be provided in accordance with
the regulatory requirements.
MSW including horticulture waste will be generated during the operation phase and will be handled
as per the Municipal Solid Waste Management & Handling Rules, 2000. Segregation at source will be
introduced with bio-degradable and non recyclable/non-biodegradable waste to be stored and
collected separately. The biodegradable waste will be stored, treated on site and then transported to
nearest designated waste storage bins, where as the non recyclable and non biodegradable waste will
be disposed off to authorized recyclers.
The inert waste will be disposed to the site of Nagarparisahd Vengurala.
The sewage sludge will be generated from the sewage treatment plant and will be disposed off. The
sludge from the water treatment plant could be used in horticulture.
During this phase, environmental impact from solid waste disposal can typically include
contamination of soil, ground water, surface water and air quality. Solid waste, if disposed improperly
can cause following impact on the environment.
� Ground water contamination by leachate generated by non-scientific dumping.
� Surface water contamination by the run off from the dumping site
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� Bad odor, Pests, rodents and wind blown litter in and around the dumping site.
� Generation of inflammable gases (e.g. Methane)
� Fires within the waste dump.
� Bird menace above dumping site which affects flight of air craft
� Erosion and stability problem relating to slope of the dumping site
� Epidemic through stray animals
� Increased concentration of acidity in the surrounding soil
� Release of green house gases.
Impacts may also result from improper siting, inadequate design and poor operation. However for the
proposed project, impacts from waste disposal would not be significant, since waste would be
converted to compost at the project site using suitable composting technique and Rejects from
compost along with non-recyclable and non-compostable fraction of waste would be disposed as per
the Municipal Solid Waste (Management and Handling) Rules, 2000.
5.7.2.3 Impacts due to E-Waste
The generated e-waste from the proposed development will be stored at a warehouse to be setup
within site and will be sent to authorized recyclers or e-waste processing plants for treatment as per E-
Waste [Management & Handling] Rules, 2010.
5.8 IMPACT ON ECOLOGICAL ENVIRONMENT
5.8.1 Impact on Ecological Environment during Construction Phase
The proposed site is having lots of trees of significant importance and has over 60% ground cover by
the well grown orchards (List of site flora has been provided in baseline chapter under ecology
section). Trees are matured and are over 20 years old. The core zone (Project site) is basically is a
horticultural land and there is no forest land in and around the site. In the buffer zone (10 km radius in
the surrounding area) has no Reserved or Protected forest.
During the construction phase, impact may be envisaged on the above local flora. In view of this,
proper mitigation measures would be taken during the construction phase and proper green belt will
be provided after the completion of the project.The existing trees will be incorporated in the landscape
development. Detailed landscape plan has been discussed below in EMP chapter.
The site did not show any significant reptilian population. Excepting the Bronze back, the other snake
species were determined by occurrence of old moults found on the site. The site did not show any
significant varieties of mammals. The only mammal that was seen sporadically was palm squirrel.
During the construction phase, temporary impact on local fauna may be envisaged at the proposed
project site and therefore proper mitigation measures will be taken during this phase in order to avoid
any adverse impact on above mentioned local terrestrial species
The bird activity was found to be high. Mainly the insectivores species were active throughout the
study period. The dense plantation, mixed with local weeds and other species ensures a good butterfly
habitat
During the construction period these species might get disturbed, however, this situation will be for a
very shorter period of time and multilayered peripheral greenbelt will provide an excellent habitat for
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these species once the project landscape becomes fully grown. Hence, no long term impact to this
local avifauna is envisaged from this resort beach development.
5.8.2 Impact on Ecological Environment during Operation Phase
The likely impacts of the proposed development during the operation phase include air and noise
pollution and disturbance generated due to area lighting and traffic movement. This may affect the
mammals and birds in the vicinity.
The landscape development will consider the nativity of the species so that local faunal species are
supported further. Moreover, landscaping of approximately 25.10 acres will be carried out as part of
the proposed development.
5.9 IMPACT ON SOCIO-ECONOMIC ENVIRONMENT
5.9.1 Impact on Socio-Economic Environment During Construction Phase
Social Impact Assessment involves the processes of analyzing, monitoring and managing the intended
and unintended social consequences both positive and negative of planned interventions and any
social change processes invoked by those interventions. Its primary purpose is to bring about a more
sustainable and equitable biophysical and human environment. This section discusses the proposed
development, project activities and the extent of potential impacts anticipated from the proposed
development.
During the social consultation process, some issues were raised, which are as follows:
• Priority to the local people for employment during construction and operation phase.
• Increased activity in the area would hamper free movement of villagers
The above concerns of the local community are addressed in the impact assessment and management
plan.
5.9.2 Impact on Socio-Economic Environment during Operation Phase
Positive Impacts
Regional Development: The proposed project will have a positive effect in creation of job
opportunities for the people in the project area. There will be a need for employing technical, non
technical, administrative and support staff during this phase, for which due preference will be given to
the locals based on their skill sets. The improvement in the physical infrastructure and land use
change will lead to significant appreciation of the land value. Scope will be widened for other
investors and developers also to invest in the area.
Employment and Job opportunity: The proposed development will generate employment for all
sectors of the society with the type of opportunity vary from technical, non-technical, administrative,
support staff etc. Other potential developers would also be interested in investing in this area thereby
opening more employment opportunities for the people in the whole area.
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Accessing prevailing utilities: The resources being utilized by the locals will not be affected in any
way as all the resources and infrastructure in the proposed development is self-contained. Adequate
sewerage facility, solid waste disposal, water harvesting system, drainage etc will be developed within
the project premises.
Ancillary activities: The proposed development is beach resort, which will trigger ancillary
commercial activities in the nearby region and will have an positive impact on the social environment.
Benefits to women: During the construction phase, the proposed project will provide opportunity of
employment related to construction activities. During the operation phase there will be considerable
opportunities of employment due to demand of domestic help and other such requirements of the
habitants of the project. The proximity of the project site to nearby village will benefit local women in
getting involved in such jobs.
Negative Impacts
Traffic and Transport: During the construction phase, truck movement due to construction activities
will take place. In order to minimize any inconvenience that may arise, the movement of trucks would
be allowed during night and non-peak hours. During the operation phase, the traffic in the area is
likely to increase. This may lead to traffic congestion and inconvenience for pedestrians and residents
accessing the localities. The traffic study and Transportation Management Plan being developed for
the project will mitigate these impacts.
Transit Labour population: Labourers for the project would be from surrounding areas. About 450-500
labourers would be working on the site and most of them would be on contract or from the neighbouring
settlements.
Negligible Impacts
Resettlement & rehabilitation issues: Since there is no existing settlement on the proposed project area,
hence there is no issue of resettlement or rehabilitation.
Demography: During construction and operation phase, some of the work force is likely to be nonlocal.
It is highly unlikely that this will affect or alter the existing demographic profile and population density.
Impact on historical, archeological & architectural sites: There are no historical or archeological
monuments of significance within 10 kilometers radius of the project and hence no negative impact in
this regard is anticipated.
5.10 IMPACT ON HISTORICAL, ARCHAEOLOGICAL AND ARCHITECTURAL SITES
The proposed site and its surrounding areas do not have archaeological structures, hence no such
demolition of any structures are envisaged due to the proposed development.
5.11 SUMMARY OF IMPACTS
A summary of likely impacts due to proposed project is noted in Table 5.12.
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TABLE 5.12 SUMMARY MATRIX OF PREDICTED IMPACTS DUE TO PROPOSED PROJECT
S.
No Components Activities Predicted impacts Extent of Impacts
CONSTRUCTION PHASE
1. Ambient Air
Quality
-Dust emissions from
site preparation,
excavation, material
handling and other
construction activities
at Site.
Minor Negative
impact inside the
premises. No
negative impact
outside the site.
Impacts are temporary during
construction phase. Impacts
will be confined to short
distances, as coarse particles
will settle within the short
distance from activities.
2. Noise
-Noise generated from
construction activities
and operation of
construction
equipment
Minor negative
impact near noise
generation sources
inside premises.
No significant
impact on ambient
noise levels at
sensitive receptors.
Temporary impacts during
construction phase. No blasting
or other high intensity noise
activities envisaged.
Contribution of noise during
the operational phase will be
confined in time and space.
3. Water quality
-Surface runoff from
project site
-Oil/fuel and waste
spills.
-Improper debris
disposal
-Discharge of sewage
from labour camp.
Minimal due to
effective EMP
proposal
Impact will be temporary.
Local labour will be employed.
Workers shall be provided
potable water for drinking.
Proper mitigation measures
will be taken to avoid any
runoff in the nearby seashore.
4 Landuse and
Aesthetics
-Land development
Permanent positive
impact
The project has ample open
areas and green spaces, with
sustainable infrastructure plan
that will enhance the visual
appeal of the area.
5 Topography
and Geology
-Existing site is
undulating and
therefore proper
levelling is required to
maintain the natural
topography of the area
Minor Impacts
Region is undulating and hence
proper mitigation measures are
required to maintain the local
topography of the area. No
deposits of minerals on site
leading to loss of revenue.
Building will be designed as
per IS standards for earthquake
protection.
6. Soil
-Construction activity
leading to topsoil
removal and erosion.
Minor negative
impact Temporary
7 Ecology
Flora and
-Habitat disturbance
during construction
Significant
negative impact
The site and adjacent areas
may have impact on flora and
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S.
No Components Activities Predicted impacts Extent of Impacts
Fauna activity fauna diversity of the area and
therefore proper care need to
be taken to minimize the
disturbance to local ecology.
8 Socio-
economy
-Increased job
opportunity for locals.
Economy related to
commercial real estate
development, material
supply etc. expected to
boom.
Overall positive
impact
9 Traffic
Pattern
-Haul Truck movement
and possibility of
traffic congestion
outside site on the
highway.
Minor negative
Impact
OPERATION PHASE
1. Ambient Air
Quality
-Particulate and
gaseous emissions
from DG sets and
vehicle movement
Minor negative
impact inside the
premises from
onsite cars.
Negative impact
outside site from
DG sets.
DG sets will be used only as
back up and would be required
a maximum for 8 hours a day.
A higher stack is
recommended in the EMP.
2. Noise
-Noise from vehicle
movement and
operation of diesel
generator sets during
power failure.
Minor negative
impact inside
premises.
No significant
impact at sensitive
receptors.
Contribution of noise from the
project during operational
phase will be limited to minor
increase.
3. Water
Quality
-Oil/fuel and waste
spills.
-Discharge of sewage.
-Discharge of
contaminated storm
water
No significant
adverse impact
Proper waste management plan
and storm water management
plan will be developed inside
the premises only to avoid any
contamination of nearby
seashore water.
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S.
No Components Activities Predicted impacts Extent of Impacts
4. Water
Availability
-Use of ~ 496 KLD
fresh water
requirement at peak
Minor negative
impact Public supply
5 Soils
-Storage and disposal
of solid and hazardous
wastes
-Discharge of sewage
-Fuel and material
spills
-Pesticides use
Minor negative
impact
6.
Ecology
Flora and
Fauna
-Landuse change
-Discharge of
wastewater to surface
water bodies
Minor negative
impact
In whole study area highly
significant flora and fauna was
recorded. Therefore proper
care will be taken during the
construction and operation
phase to avoid any disturbance
to local ecology The existing
trees will be incorporated in
the landscape development.
7. Socio-
economy
-Increased job
opportunity for locals
in the site for general
services inside the
project.
-Project will involve
road upgrading, better
power supply, water
source and other
infrastructure facilities
etc.
Overall positive
impact --
8. Traffic
Pattern
-The project is likely to
add to the traffic on
nearby roads
Moderate Negative
Impact
Traffic management measures
and additional road
infrastructure will be planned
by the developers with the
consent of the concerned
authorities to meet the
increased traffic loads.
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CHAPTER 6. ENVIRONMENTAL MANAGEMENT PLAN
6.1 INTRODUCTION
Environmental Management Plan (EMP) is the key to ensure that the environmental quality of the
zone under impact does not deteriorate due to the construction and operation of the project. The EMP
comprises a set of measures to be taken in different phases of the project such as construction and
operation to reduce adverse environmental impacts to an acceptable level. Mitigation plans generally
evolve around remediation and offsetting.
6.2 CAPACITY BUILDING FOR EMP IMPLEMENTATION
The EMP will be implemented by Elite Township Private Limited, especially during construction.
Elite Township Pvt. Ltd. will achieve capacity building in Environmental field through appointment
of a team of expert environmental professionals or professional with skill set in environment
management. All environmental monitoring work will be undertaken by the contractors through an
approved and NABL accredited laboratory.
6.3 IMPLEMENT ARRANGEMENTS FOR EMP
The implementation of the EMP will be initiated by M/s Elite Township Pvt. Ltd. Elite Township Pvt.
Ltd. will have a multi disciplinary team and will also have an environmental management cell having
a senior level environmental expert supported by a numbers of middle level environmental experts.
This team will ensure compliances of mitigation measures and all statutory requirements. The team
will also implement all EMP provisions and respective environmental experts will supervise EMP
implementation. The senior environmental expert will mainly report EMP compliances to
management and statutory undertakers. The EMP implementation chart has been given as Figure 6.1.
6.4 ENVIRONMENTAL MANAGEMENT PLAN MATRIX
The Environmental Management Plan is meant for mitigation/management /avoidance of the negative
impacts and the enhancement of the various environmental components of the project. The measure
adopted and /or to be adopted during the different stages of the project have been detailed in Table
6.1, for pre construction, construction and operation phases respectively.
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FIGURE 6.1: EMP IMPLEMENTATION CHART
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TABLE 6.1 : ENVIRONNEMENTAL MANAGEMENT PLAN MATRIX
S. No. Environmental Aspect/Issue Management Measures Responsibility
Planning And Pre-Construction Phase
1. Land Acquisition
The land has already been purchased from the private property holder at
prevailing market prices and hence it does not involve any land related issues.
M/s Elite Township Pvt. Ltd. will ensure that any additional environmental
impacts resulting in the land will be properly addressed and integrated into the
EMP and other relevant documents.
Project Proponent
2. Preservation of Trees The proposed project does not involve any trees accept cutting of small bushes
and ground vegetation. Project Proponent through Contractor
3. Crushers, hot-mix plants and
Batching Plants Location
Batching plants with air control measures will be located within the project site.
The plant will comply with the requirements of the relevant current emission
control legislations and Consent/NOC for all such plants will be submitted to
Project Proponent. Arrangements to control dust pollution through provision of
windscreens, sprinklers, and dust encapsulation will also be provided at all such
sites.
Project Proponent through Contractor
4. Other Construction Vehicles,
Equipment and Machinery
All vehicles, equipment and machinery procured for construction will comply with
the Bureau of India Standard (BIS) norms. The discharge standards formulated
under the Environment Protection Act, 1986 will be strictly adhered to.
Noise limits for construction equipments such as compactors, rollers, front
loaders concrete mixers, cranes (moveable), vibrators and saws will not exceed
75 dB (A), measured at one meter from the edge of the equipment in free field,
as specified in the Environment (Protection) Act, 1986.
Project Proponent through Contractor
5. Arrangement for Construction
Water
Tanker water will be used for fulfilling the water requirement during construction
period.
The contractor will not be allowed to use any community water resource, any
irrigation canal or any surface water body for construction activities.
Project Proponent through Contractor
6. Labor Requirements Unskilled labor from local communities will be given preference so as to provide
maximum benefit to the local community. Project Proponent through Contractor
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7. Construction Camp Locations –
Selection, Design and Lay-out
Labour camps will be such that there will no conflicts and stress over the
infrastructure facilities with the local community.
Location for stockyards for construction materials will be made within the site, so
as to avoid day transportation of raw material.
The waste disposal and sewage system for the labour camps will be designed in
a manner such that there are no adverse impacts on the surrounding areas.
Project Proponent through Contractor
8. Orientation of Implementing
Agency and Contractors
Project Proponent will organize orientation sessions and regular on-site training
sessions during all stages of the project including training for local workers as
well as for the contractor staff.
Environment Management Cell of Project
Proponent
Construction Phase
Site Clearing
1. Site Clearing
The proposed site will be cleared off all the weeds, shrubs and ground
vegetation prior to commencement of any construction activity. Project Proponent through Contractor
2. Other Construction Wastes
Disposal
Disposal locations will be identified as a part of Comprehensive Solid Waste
Management Plan to be prepared by the Contractor in consultation and with
approval of Project Proponent.
Contractor will ensure that any spoils of material unsuitable for embankment fill
will not be disposed off near any water course, agricultural land, and natural
habitat like grass lands or pastures. Such spoils from excavation can be used to
reclaim borrow pits and low-lying areas located in barren lands along the project
area.
All waste materials will be completely disposed and the site will be fully cleaned
and certified by Environmental Management Cell of Project Proponent before
handing over.
Project Proponent through Contractor
Procurement of Construction Material
3.
Transporting Construction
Materials and Haul Road
Management
Contractor will maintain all roads (existing or built for the project), which are used
for transporting construction materials, equipment and machineries as précised.
All vehicles delivering fine materials to the site will be covered to avoid spillage of
materials.
Project Proponent through Contractor
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Contractor will arrange for regular water sprinkling as necessary for dust
suppression of all such roads and surfaces.
The unloading of materials at construction sites in/close to settlements will be
restricted to daytime only.
4. Construction Water
The contractor will use the tanker water supply.
The contractor will take all precaution to minimize the wastage / usage of water
in the construction process/ operation.
Project Proponent through Contractor
Construction Work
5. Disruption to Other Users of
Water
It will be ensured by the contractor that only tanker water will be used for
construction purposes and no water is withdrawn from any community water
bodies.
Project Proponent through Contractor
6. Drainage and Flood Control
Contractor will ensure that no construction materials like earth, stone, ash will be
disposed off which can block any flow of water
Contractor will take all necessary measures to prevent the blockage of water
flow. In addition to the design requirements, the contractor will take all required
measures to prevent any temporary or permanent change in the drainage pattern
of the area.
Project Proponent through Contractor
7. Degradation of Water Quality
It will be ensured by the contractor that any surface run off during construction
activities will be diverted through garland drains into a collection tank wherein it
will be separated for oil and silt, thereby making it fit to be used for construction
activities or disposal to nearby water bodies.
Project Proponent through Contractor
Pollution
8. Water Pollution from
Construction Wastes
The Contractor will take all precautionary measures to prevent the wastewater
generated during construction from entering into streams, water bodies or the
irrigation system.
All waste arising from the proposed development will be disposed off as per the
norms of State Pollution Control Board.
Project Proponent through Contractor
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9. Water Pollution from Fuel and
Lubricants
The contractor will ensure that all construction vehicle parking location,
fuel/lubricants storage sites, vehicle, machinery and equipment maintenance and
refueling sites will be located close to the project site.
All location and lay-out plans of such sites will be submitted by the Contractor
prior to their establishment and will be approved by Project Proponent.
Contractor will ensure that all vehicle/machinery and equipment operation,
maintenance and refueling will be carried out in such a way that spillage of fuels
and lubricants does not contaminate the ground. Oil interceptors will be provided
for vehicle parking, wash down and refueling areas as per the design provided.
Contractor will arrange for collection and storing and disposal of oily wastes and
the same will be sold to vendors authorized by MoEF for recycling. All spills and
collected petroleum products will be disposed off in accordance with MoEF and
SPCB guidelines.
Contractor will certify that all arrangements comply with the guidelines of
SPCB/MoEF or any other relevant laws.
Project Proponent through Contractor
10. Dust Pollution
It will be ensured by the contractor that the construction equipments conform to
relevant dust emission control legislation and that they are located close to the
site, preferably in downwind direction.
The dust pollution during construction activities will be reduced through water
sprinkling, encapsulation of dust source and by erection of screen/barriers.
The pollution monitoring will be conducted as per the monitoring plan.
Project Proponent through Contractor
11.
Emission from Construction
Vehicles, Equipment and
Machineries
Contractor will ensure that all vehicles, equipment and machinery used for
construction are regularly maintained and confirm that pollution emission levels
comply with the relevant requirements of SPCB.
The Contractor will submit PUC certificates for all vehicles/ equipment/machinery
used for the project.
Project Proponent through Contractor
12. Noise Pollution: Noise from
Vehicles, Plants and Equipments
The Contractor will confirm the following:
1. All plants and equipment used in construction (including crushing plant) shall
strictly conform to the MoEF/CPCB noise standards.
2. All vehicles and equipment used in construction will be fitted with exhaust
Project Proponent through Contractor
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S. No. Environmental Aspect/Issue Management Measures Responsibility
silencers.
3. Servicing of all construction vehicles and machinery will be done regularly
and during routine servicing operations, the effectiveness of exhaust
silencers will be checked and if found defective will be replaced.
4. At the construction sites within 250 m of the nearest habitation, noisy
construction work such as crushing, concrete mixing, batching will be
stopped during the night time between 10.00 pm to 6.00 am.
5. Monitoring shall be carried out at the construction sites as per the monitoring
schedule and results will be submitted to Project Proponent will be required
to inspect regularly to ensure the compliance of EMP.
Safety
13. Personal Safety
Measures for Labour
Contractor will provide:
1. Personal Protective Equipments (PPE) will be provided to all the labourers
during construction phase.
2. Adequate safety measures for workers during handling of materials at site
will be taken up.
3. The contractor will comply with all the precautions as required for ensuring
the safety of the workmen as per the International Labor Organization (ILO)
Convention No. 62 as far as those are applicable to this contract.
4. The Contractor will mark ‘hard hat’ and ‘no smoking’ and other ‘high risk’
areas and enforce non-compliance of use of PPE with zero tolerance. These
will be reflected in the Construction Safety Plan to be prepared by the
Contractor during mobilization and will be approved by Project Proponent.
Project Proponent through Contractor
14. Traffic and Safety
The contractor will take all necessary measures for the safety of traffic during
construction and provide, erect and maintain such barricades, including signs,
markings, flags, lights and flagmen as proposed in the Traffic Control
Plan/Drawings for the information and protection of traffic approaching or
passing through the section of any existing cross roads.
The contractor will ensure that all signs, barricades, pavement markings are
provided as per the MoRTH specifications.
Project Proponent through Contractor
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15. Risk from Electrical
Equipment(s)
The Contractor will take all required precautions to prevent danger from electrical
equipment and ensure that -
1. No material will be so stacked or placed as to cause danger or
inconvenience to any person or the public.
2. All necessary fencing and lights will be provided to protect the public in
construction zones.
3. All machines to be used in the construction will conform to the relevant
Indian Standards (IS) codes, will be free from patent defect, will be kept in
good working order, will be regularly inspected and properly maintained as
per IS provision.
Project Proponent through Contractor
16. Risk Force Measure
The contractor will take all reasonable precautions to prevent danger to the
workers and public from fire, flood etc. resulting due to construction activities.
The contractor will make required arrangements so that in case of any mishap all
necessary steps can be taken for prompt first aid treatment. Construction will
submit Site Specific Safety Plan and will be approved by Project Proponent. The
safety plan prepared by the Contractor will identify necessary actions in the
event of an emergency.
Project Proponent through Contractor
17. First Aid
The contractor will arrange for -
1. 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
2. Availability of suitable transport at all times to take injured or sick person(s)
to the nearest hospital.
Project Proponent through Contractor
18. Informatory Signs and Hoardings The contractor will provide, erect and maintain informatory/safety signs,
hoardings written in English, Hindi and local language, wherever required.
Project Proponent through Contractor
Flora & Fauna (Plantation, Preservation, Conservation Measures)
19. Flora and Fauna
The contractor will take reasonable precaution to prevent his workmen or any
other persons from removing and damaging any flora (plant/vegetation) and
fauna (animal).
If any carcass of any wild animal/ wetland bird is found near the construction site
Project Proponent through Contractor
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at any point of time, the contractor will immediately take necessary actions for
dealing with the same.
Labour Camp Management
20. Accommodation
Contractor will follow all relevant provisions of the Factories Act, 1948 and the
Building and the other Construction Workers (Regulation of Employment and
Conditions of Service) Act, 1996 for construction and maintenance of labor
camp.
The contractor will maintain necessary living accommodation and ancillary
facilities in functional and hygienic manner.
It will also be ensured that, local labour will be hired to the maximum extent
possible.
Project Proponent through Contractor
21. Potable Water
The Contractor will construct and maintain all labor accommodation in such a
way that uncontaminated water is available for drinking, cooking and washing.
The contractor will also guarantee the following:
1. Supply of sufficient quantity of potable water (as per IS) in every
workplace/labor camp site at suitable and regular maintenance of such
facilities.
2. If any water storage tank is provided that will be kept such that the bottom of
the tank at least 1m.
3. c) Testing of water will be done every month as per parameters prescribed
in IS 10500:1991.
Project Proponent through Contractor.
22. Sanitation and Sewage System
The contractor will ensure that
1. the sewage system for the camp are designed, built and operated in such a
way that no health hazards occurs and no pollution to the air, ground water
or adjacent water courses take place
2. separate toilets/bathrooms, wherever required, screened from those from
men (marked in vernacular) are to be provided for women
3. adequate water supply is to be provided in all toilets and urinals
4. all toilets in workplaces are with dry-earth system (receptacles) which are to
be cleaned and kept in a strict sanitary condition
Project Proponent through Contractor
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5. human excreta is to be disposed of by putting layer of it at the bottom of a
permanent tank prepared for the purpose and covered with 15 cm. layer of
waste or refuse and then covered with a layer of earth for a fortnight.
23. Waste Disposal
The contractor will provide garbage bins in the camps and ensure that these are
regularly emptied and disposed off in a hygienic manner as per the
Comprehensive Solid Waste Management Plan, provided by Project Proponent.
Project Proponent through Contractor.
Contractor’s Demobilization
24. Clean-up Operations,
Restoration and Rehabilitation
Contractor will prepare site restoration plans. The clean-up and restoration
operations will be implemented by the contractor prior to demobilization. The
contractor will clear all temporary structures; dispose all garbage as per
Comprehensive Waste Management Plan, provided by Project Proponent. All
disposal pits or trenches will be filled in and effectively sealed off.
All construction zones including road-side areas, camps, hot mix plant sites,
crushers, batching plant sites and any other area used/affected by the project will
be left clean and tidy, at the contractor's expense, to the entire satisfaction of
Project Proponent
Project Proponent through Contractor.
Operation Phase
1. Monitoring Operation
Performance
Environment Management Cell of Project Proponent will monitor the operational
performance of the various mitigation/ enhancement measures carried out as a
part of the project.
The indicators selected for monitoring include the survival rate of trees; status of
rehabilitation of borrows areas; and utility of noise barriers.
Environment Management Cell of Project
Proponent.
2. Maintenance of Drainage
Facility Management Team of Project Proponent will ensure that all drains (side
drains, median drain and all cross drainages) are periodically cleared especially
before monsoon season to facilitate the quick passage of rainwater and avoid
flooding.
They will also ensure that all the sediment and oil and grease traps set up at the
water bodies are cleared once in every three months.
Facility Management Team of Project
Proponent
3. Pollution Monitoring The periodic monitoring of the ambient air quality, noise level, water (both ground
and surface water) quality, soil pollution/contamination in the selected locations
Environment Management Cell of Project
Proponent through MoEF / NABL Accredited
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as suggested in pollution monitoring plan will be responsibility of Project
Proponent, for which monitoring laboratory dully accredited by MoEF / NABL will
be hired.
Laboratory.
4. Air Pollution
Ambient air concentrations of various pollutants will be monitored as envisaged
in the pollution-monitoring plan.
Green belt development will be carried out and maintained.
Environment Management Cell of Project
Proponent through MoEF / NABL Accredited
Laboratory
5. Noise Pollution
Noise pollution will be monitored as per monitoring plan at different zones. Noise
control programs will be enforced strictly.
Monitoring the effectiveness of the pollution attenuation barriers, if there is any,
will be taken up thrice in the operation period.
Environment Management Cell of Project
Proponent through MoEF / NABL Accredited
Laboratory
6. Soil Erosion Visual monitoring and inspection of soil erosion will be carried out once in every
three months as suggested in monitoring plan.
Environment Management Cell of Project
Proponent
7. Maintenance of surface water
bodies
Project Proponent will ensure that no effluent from the proposed development
will be discharged into any surface water bodies. It will ensure that water
conservation measures are being implemented and that the treated effluent is
effectively reused within the site.
Environment Management Cell of Project
Proponent.
8. Energy Conservation Measures Project Proponent will ensure that effective energy conservation measures are
being adopted so as to reduce the power demand.
Environment Management Cell of Project
Proponent
9. Solid waste Management
Project Proponent will ensure that the municipal solid waste generated during the
operation phase of the proposed project will be handled as per the Municipal
Solid Waste Management & Handling Rules, 2000.
The E-waste generated will be handled as per the E-Waste Management &
Handling Rules, 2010, biomedical waste (if generated) will be sent to authorize
biomedical recyclers as per notified Biomedical Waste Management Handling
(Amendment) Rules, 1998.
The hazardous waste will be stored within the site and will be handled as per the
Hazardous Waste Management Handling and Transboundary Movement
(Amendment) Rules, 2009.
Environment Management Cell of Project
Proponent
10. Water Sourcing Project Proponent will ensure that for the proposed development, water from the
existing public supply will be used; however, in case of extraction of water from
Environment Management Cell of Project
Proponent
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S. No. Environmental Aspect/Issue Management Measures Responsibility
ground water, necessary permission will be taken from CGWA and
subsequently, the ground water recharge will be done through rain water
harvesting techniques.
11. Wastewater Treatment
Project Proponent will ensure that no untreated wastewater will be discharged
outside the project premises. It will be ensured that the wastewater generated is
treated in STP and is reused for landscaping, flushing and HVAC cooling
purposes within the development.
Environment Management Cell of Project
Proponent
12. Water Conservation Project Proponent will ensure water recycling for landscaping, flushing and
HVAC cooling purposes within the project premises.
Environment Management Cell of Project
Proponent
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The detailed Environmental Management Plan (EMP) required to mitigate the adverse environmental
impacts during construction and operation phase of the project are as given below:
6.5 EMP FOR AIR ENVIRONMENT
Construction Phase
6.5.1 Site Preparation
Environmental impacts during construction phase will mainly arise due to civil works such as site
preparation, RCC foundation, construction etc., material and machinery transportation, fabrication and
erection etc. The construction phase impacts are temporary and localized phenomena except the
permanent change in local landscape and land use pattern at the project site. However, they require
due consideration with importance during project execution and also wherever applicable detailed
procedures shall be implemented to prevent/mitigate adverse impacts and occupational hazards.
To mitigate the impact of dust during the construction phase of the proposed project, the following
measures are recommended for implementation:
• A dust control plan; and
• Procedural changes to construction activities.
a. Dust Control Plan
Appropriate measures have been recommended and will be implemented to mitigate the adverse
impacts of dust on health of construction workers and the settlements around the site. The following
measures have been recommended:
� Paving: The major access roads to the site will be paved as a part of the overall development
plan. The material storage areas will also be paved for dust control.
� Graveling: Locally found gravel will be applied to the other access roads to serve as a
protective layer over the exposed soil.
� Water Sprinkling: Water sprinkling will be carried out for the surfaces exposed to high wind
speeds or heavy vehicular movement.
� Reducing Vehicle Speed: High vehicle speeds increase the amount of fugitive dust created
from unpaved areas. Speed bumps will be provided to ensure speed reduction on unpaved
areas.
� Material Storage: All material storage areas will be adequately covered and contained so that
they are not exposed to high wind speeds on site leading to dust/particulate emissions. Fabrics
and plastics will be used for covering soils and debris to reduce fugitive dust emissions.
b. Procedural Changes to Construction Activities
Production and Transportation of Material - The transport of materials such as concrete and asphalt
to the construction sites generate significant amount of road dust, especially for sites that are
relatively far from material manufacturers. Setting up temporary portable concrete plants and/or
asphalt plants at construction sites can eliminate haulage of materials.
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Idling Time Reduction - Construction equipment is commonly left idling while the operators are on
break or waiting for the completion of another task. Emissions from idling equipment tend to be high,
since catalytic converters cool down, thus reducing the efficiency of hydrocarbon and carbon
monoxide oxidation. Existing idling control technologies, which automatically shut the engine off
after a preset time can reduce emissions, without intervention from the operators.
Improved Maintenance - Recognizing that significant emission reductions can be achieved through
regular equipment maintenance, contractors will be asked to provide maintenance records for their
fleet as part of the contract bid and at regular intervals throughout the life of the contract.
To mitigate the impacts of DG set operation it will ensured that the DG set would have sufficient
stack height as per CPCB guidelines to disperse the pollutants.
6.5.2 Noise Environment
To mitigate the impact of noise from the construction equipments on site, the following measures are
recommended for implementation:
Time of Operation: Minimum construction activities will be scheduled during night time. Material
transport will be strictly limited to daytime hours to ensure minimum incremental noise during night
hours.
Job Rotation: Workers employed in high noise areas will be engaged in shifts to minimise exposure.
Protective Equipments: Earplugs/muffs or other hearing protective wear will be provided to those
working very close to the noise generating machinery.
Vibration Control: For vibration control, damped tools will be used and the working hours will be
limited.
To mitigate the impacts of noise generation due to DG sets, it will be ensured that DG set is enclosed
in acoustic enclosure and has adequate stack height so as to disperse the emissions.
6.5.3 Construction Material Management
The major construction material to be used for construction include bricks, coarse aggregates, cement,
coarse sand, reinforcement steel, structural steel, aluminium doors & windows, granite and vitrified
tiles for flooring and other water supply & sanitary fittings. The material will be loaded and unloaded
by the engaged labour on site.
The duties of the contractor will include monitoring all aspects of construction activities, commencing
with the storing, loading of construction materials and equipment in order to maintain the quality.
The work should be completed as per the final construction schedule. Bricks should be stacked neatly
at designated place of storage yard. Other material like aggregate, reinforcement and consumables
should also be tidily stored in place and released for use without causing litter around.
The contractor shall be responsible for management of such construction material during entire
construction period of the project. Sufficient quantity of materials should be available before starting
the each activity.
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The contractor should test the all the materials in the Government labs or Government approved labs
in order to ensure the quality of materials before construction. This is also the responsibility of the
contractor, which would be clearly mentioned in the contractor’s agreement.
As soon as the construction activity is over the surplus earth shall be utilized to fill up the low-lying
areas, if any. All stationary machines shall be inspected weekly for maintenance and will be fitted
with exhaust pollution control devices.
Operation Phase
To mitigate the impact of pollutants from vehicular traffic as discussed in during the operational phase
of the site the following measures are recommended for implementation:
• Vehicle emission controls and alternatives; and
• Greenbelt development.
6.5.4 Vehicle Emission Controls and Alternatives
The project premises will have specialized parking facilities for smooth traffic movement. The
parking details are given below:
S. No Details Parking Provided
1 Surface 206
2 Bus 2
This is a new development and the parking requirement for the proposed development has been
worked out as per the DCR and MoEF norms. Parking facilities provided inside the project premises
will be ground floor parking areas. A total parking of 264 ECS is proposed for the proposed project
area. The detailed parking plan for the proposed beach resort has been shown in Annexure 6.1.
Proper Road Network: A proper road network shall be constructed within the site boundary for
approach to various equipment/ installations in the site.
Footpaths, and Pedestrian Ways - Adequate footpaths, and pedestrian ways shall be provided at the
site to encourage non-polluting methods of transportation.
Greenbelt Development : Increasing vegetation in the form of greenbelt is one of the preferred
methods to mitigate air pollution. Plants serve as a sink for pollutants, act as a barrier to break the
wind speed as well as allow the dust and other particulates to settle out there. It also helps to reduce
the noise level to some extent. Hence, The project will be so developed that approximately 134029.04
sqm of area will be developed as green area to mitigate air and noise pollution. Details of Greenbelt
development are given in Section 6.10.3. The trees for green belt development, that are proposed to
be grown as barrier to Air pollution are also given in same section.
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6.6 EMP FOR NOISE ENVIRONMENT
6.6.1 Construction Phase
During the construction phase, there would be a temporary increase in ambient noise levels due to
construction machinery operation and movement of construction vehicles. Though the industrial
countries have specified limits for occupational noise exposure, the permissible noise exposure limit
for industrial workers is primarily concerned with harmful effects of noise and its objective is to
protect the hearing of working people. The American Conference on Government of Industrial
Hygienists (ACGIH), USA, has prescribed the following permissible noise exposure limits for
industrial workers as given in Table 6.2.
TABLE 6.2 STANDARDS FOR OCCUPATIONAL EXPOSURE
Exposure time in hours/day Limit in dB(A)
8 90
4 93
2 96
½ 99
¼ 102
1/8 105
1/16 111
1/32 115
Exposure to continuous and intermittent noise levels louder than 115 dB(A) should not be permitted.
Following mitigation / management measures shall be adopted during construction period:
� For protection of construction workers, earplugs should be provided to those workers who will be
working very close to noise generation source.
� Servicing of all construction vehicles and machinery shall be done regularly and during routine
servicing operations, the effectiveness of exhaust silencers shall be checked and if found defective
will be replaced. Vehicles hired for bringing construction materials at sight shall conform to the
noise emission standards and shall be operated during non peak hours.
� Workers employed in high noise areas will be rotated. Earplugs/muffs, or other hearing protective
wear will be provided to those working very close to the noise generating machinery.
� Smooth flow of traffic should be ensured on the internal road to avoid idling and honking of
vehicles.
� Ambient Noise level monitoring shall be conducted at suitable locations at periodic intervals
during construction phase to conform to the stipulated standards both during day and night time.
Data shall be reviewed and analysed by the project manager for adhering to any strict measure.
� Noise levels will also be monitored at point sources for occupational noise exposure and ensuring
health risk.
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6.6.2 Operation Phase
To mitigate the impact of noise due to vehicular movement during the operational phase the greenbelt
development is recommended as per the details mentioned in Section 6.10.3 and proper traffic
management is also proposed to be implemented.
6.7 EMP FOR WATER ENVIRONMENT
6.7.1 Construction Phase
To prevent degradation and maintain the quality of the nearby seashore water/other water bodies,
adequate control measures have been proposed to check the surface run-off, as well as uncontrolled
flow of water into any water body. Following management measures are suggested to protect the
water quality during the construction phase.
- Avoid excavation during monsoon season.
- Care should be taken to avoid soil erosion.
- Pit latrines and community toilets with temporary septic tanks shall be constructed on the site
during construction phase to prevent wastewater from entering the water bodies.
- To prevent surface and ground water contamination by oil/grease, leak proof containers should be
used for storage and transportation of oil/grease. The floors of oil/grease handling area should be
kept effectively impervious. Any wash off from the oil/grease handling area or workshop shall be
drained through impervious drains, Clarifiers or oil/water separators shall be constructed and
effluent should be treated appropriately before releasing it.
- Construction activities generate disturbed soil, concrete fines, fertilizer, oils and other wastes. On-
site collection and settling of storm water, prohibition of equipment wash downs, and prevention
of soil loss and toxic releases from the construction site are necessary to minimize water
pollution.
- All stacking and loading areas should be provided with proper garland drains equipped with
baffles to prevent run off from the site to enter any water body.
6.7.2 Operation Phase
In the operation phase of the project, water conservation and development measures need to be taken
including all possible potential for conservation of water, reuse, harvesting and recycling of water.
These could be in the form of the following:
- Water source Development
- Minimizing water consumption
- Promoting reuse of water after treatment and development of closed loop systems for different
water streams.
6.7.2.1 Water Source Development
At the project site, use of rainwater recharging will be done through a rain water lagoon. The size of
rain water lagoon is about 10,000 sqm to recharge the entire runoff generated from the proposed
project. The layout of storm water line showing the rain water lagoon is enclosed as Annexure 6.2.
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6.7.2.2 Minimizing water consumption
Water consumption will be minimized by a combination of water saving devices such as
implementing fixtures that are low flow and water efficient models together with other water
conservation measures. Furthermore, to ensure ongoing water conservation, an employee education
and awareness programme will be introduced for the staff working during the operation phase at the
beach resort. Following section discusses the specific measures, which shall be implemented;
Domestic Usage
- Use of water efficient plumbing fixtures (low flow toilets and urinals,). Water efficient plumbing
fixtures use less water with no marked reduction in quality and service.
- Leak detection and repair techniques.
- Sweep with a broom and pan where possible, rather than hose down for external areas;
- Meter water usage, employ measurement & verification methods. Monitoring water use is a
precursor for management.
- Awareness campaign to disseminate knowledge on strategies and technologies that can be used
for water conservation.
Horticulture
- Plants with similar water requirements shall be grouped on common zones to match precipitation
heads and emitters.
- Use of low-volume, low-angle sprinklers for lawn areas.
- Select controllers with adjustable watering schedules and moisture sensors to account for seasonal
variations, and calibrate them during commissioning.
- Selecting a drought resistant grass, and using lawn chemicals and fertilizer sparingly also reduces
watering needs.
- Place 3 to 5 in. of mulch on planting beds to minimize evaporation.
Promoting Reuse of Water after Treatment
To promote reuse and development of closed loop system for water, segregation of two schemes are
proposed namely:
(i) Wastewater Treatment scheme
(ii) Storm water management scheme.
i) Wastewater Treatment Scheme:
As explained in Section 5.6.2, The total wastewater generation is 310 KLD which will be treated in
an onsite STP of 375 KLD capacity. The total reclaimed water available for use is 295 KLD out of
which 238 KLD will be used for landscaping, 48 KLD for flushing, and 9 KLD for partial HVAC
cooling. Dual plumbing system will be provided for the proposed project and the plan of same is
enclosed as Annexure 6.3.
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Sanitation infrastructure for Wastewater Treatment and its reuse will consist of :
- Wastewater collection & conveyance system.
- Wastewater treatment & disposal arrangement.
The total wastewater generation is 310 KLD which will be treated in an onsite STP of 375 KLD
capacity based on submersible membrane bioreactor system.
Sewage Treatment Plant (by using submersible membrane bioreactor)
STP based on the Membrane Bio-Reactor (MBR) is a combination of Activated Sludge process
combined with absolute filtration (with Ultra Filtration).
Bio-Degradation is carried out due to the presence and growth of Microorganisms and suspended
solids. These suspended solids and Microorganisms are separated from water by membrane unit.
Scheme of Process
Raw sewage from various sources is subjected to following treatment to obtain the treated water
quality.
Bar screen Chamber
The raw sewage will be received at the inlet of the bar screen to trap any floating particles and debris.
Oil & Grease Trap and Equalization tank
A belt type oil skimmer and grease trap will be provided to remove the floating oil and grease. The oil
free effluent overflows to the collection cum equalization tank. The sewage generation is not uniform
and is subjected to fluctuation. Hence to maintain a constant flow and to homogenize the sewage
quality a suitable retention time is provided in the Equalization tank. Air mixing is also provided to
enhance the above process. Aeration tank is designed for average daily flow of 10 hrs retention. A
fine screen is placed in between to trap any sharp objects or small particles.
Aeration Tank (Process Tank/ Bio reactor)
The aeration system works on an extended aeration activated sludge process. The biological reaction
is sustained by maintaining a required level of MLSS 8000-10000mg/l in the aeration tank. The
generation of biomass reduces the incoming BOD and COD to greater than 95%. Oxygen transfer is
achieved by means of fine bubble diffusers placed at the bottom of the tank to transfer atmospheric
oxygen from air. The process aeration blowers are provided for the biological tank and ensure that
sufficient oxygen is available to maintain the biological process in the tank.
The mixed liquor containing the biomass overflows/ pumped from the aeration tank to the membrane
tank for removal of BOD. The MBR is basically a combination of Activated Sludge process combine
with absolute filtration (UF). The basic biological aeration system considered utilizes diffused
aeration to provide the required oxygen that will maintain the healthy biomass. The MBR produces
superior quality effluent through an innovative combination of immersed, low-pressure reinforced
hollow fiber ultra-filtration membranes and a suspended growth biological reactor. The reinforced
hollow fiber UF membranes replace the solids separation function of secondary clarifiers and the
polishing function of granular filter media that are found in conventional activated sludge systems. By
eliminating the need for sludge settling, MBR process can operate at mixed liquor suspended solids
(MLSS) concentrations in the range of 8,000 to 12,000 mg/L—three to five times greater than
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conventional systems, resulting in plants that are significantly more compact than a conventional
plant.
Fewer processes, combined with highly automated, PLC operation makes plant operation less labor
intensive and much more straightforward. Plant operators are only required to perform regular
preventive maintenance on system pumps, blowers, and associated mechanical equipment to ensure
efficient biological processes and optimum membrane permeation.
FIGURE 6.2 MBR CONFIGURATION
At the core of the MBR is reinforced hollow fiber membranes— chosen based on the long-life and
high performance in the harsh, high-solids environment of a bioreactor. The rugged fibers are held in
large modular cassettes that are immersed directly into the bioreactor. With nominal and absolute pore
sizes of 0.04 microns and 0.1 microns respectively, UF membranes virtually ensures a particulate-free
effluent. Each cassette has a permeate header that is connected to the suction side of a pump, which
applies a low-pressure vacuum to draw treated effluent through the microscopic pores of the fibers in
an outside-in flow path. This method of permeation minimizes energy demands and prevents particles
from fouling and plugging the inside of the membrane fiber.
Outside-in permeation also simplifies membrane cleaning and maintenance, enabling a stream of
coarse bubbles to rise vertically along the length of the membrane to scour rejected solids away from
the membrane surface. Periodically, the permeate flow is automatically reversed to backflush solids
that have accumulated in the membrane pores. When necessary, in-tank chemical recovery cleanings
can restore membrane permeability to optimum levels. The modular membrane cassettes are designed
to provide a great deal of flexibility in system design. The membrane cassettes are either immersed
into steel tanks or concrete tanks supplied by the buyer. The reinforced hollow fiber membrane is of
choice for strict nitrogen and phosphorous discharge limits. Typically, the lead end of the bioreactor is
designed as an anoxic (zero dissolved oxygen) zone. This is used to assist with pH control and for
denitrification in applications where low levels of total nitrogen (TN) are required in the effluent
stream.
One permeate pump per train is employed to draw water through the membranes. The permeate
pumps, associated valves and piping for the system are mounted on a factory assembled, epoxy-
coated carbon steel skid. Treated water flows from the permeate skid to the final disposal point. Under
normal operation and average day flow conditions, permeation is stopped for specific period of time
at regular intervals. This membrane relaxation period, combined with air scouring, effectively
removes solids that have accumulated on the membrane surface or within the fibers and reduces
electrical costs. Same permeate pump is provided for back pulsing the membranes. Under increased
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flow or adverse sludge conditions, the operator is able to select a ‘‘backpulse’’ mode. In this instance,
the Back pulse pump will reverse the flow of permeate through the membrane fibers to dislodge solids
that have accumulated on the membrane surface or within the fibers.
Treated effluent Storage
The permeate outlet from MBR Skid is stored in a Treated Water tank as Treated water. This Treated
effluent is now ready for Recycling of Toilet Flushing and Gardening.
Disinfection:
The treated effluent is disinfected by using Chlorine dosing system. In which all the bacteria present
in the treated effluent is killed.
Soft Water Storage
The treated effluent will be softened by using and stored as a Soft Water. Then the soft water can be
used for AC Cooling Tower make-up.
Filter Press
The sludge from MBR Tank is pumped using a screw pump in to a Filter press. The filter press is a
liquid-solid separation device is used to reduce the volume and weight of slurry by separating the
liquid filtrate and solid cake. The filter press is opened and cake is discharged by gravity.
Post Lime Treatment
The dry cake from filter press is subjected to lime stabilization. Lime treatment controls the
environment needed for the growth of pathogens in biosolids and converts sludge into a usable
product.
Fresh air & exhaust system for STP
As the system is located below ground level, Fresh air for the Sewage treatment plant is forced from
outside through fans located inside the plant room and exhaust(20ACPM) from sewage treatment
plant is also forced out through fans @ terrace level.
The sludge from Tank is pumped using a screw pump in to a Filter press. The filter press is a liquid-
solid separation device is used to reduce the volume and weight of slurry by separating the liquid
filtrate and solid cake. The filter press is opened and cake is discharged by gravity. The dry cake from
filter press is subjected to lime stabilization. Lime treatment controls the environment needed for the
growth of pathogens in bio-solids and converts sludge into a usable product.
The detailed sewage treatment plant layout plan has been shown in Annexure 6.4.
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6.8 EMP FOR LAND ENVIRONMENT
Construction Phase
Waste generated from construction activity includes construction debris, biomass from land clearing
activities, waste from the labour camp, and. hazardous waste. Following section discusses
management of each type of waste. Besides management of topsoil is an important area for which
management measures are required.
6.8.1 Construction Debris
Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for
management of such waste. As concrete and masonry constitute the majority of waste generated,
recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and
reduced extraction of raw material for new construction activity. This is particularly applicable to the
proposed project site as the construction is to be completed in a phased manner.
Recycled aggregate will be used for filler application, and as a sub-base for road construction. Mixed
debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to
contamination, and will be given to recyclers.
Construction contractors shall remove metal scrap from structural steel, piping, concrete
reinforcement and sheet metal work from the site. A significant portion of wood scrap can be reused
on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.
6.8.2 Waste due to construction workers & Biomass
Waste generated due to construction workers will mainly comprise of domestic waste, which shall be
collected and composted on site along with the biomass from the land clearing activities. The non-
compostable and non-recyclable portion of the waste shall be collected and transported to the nearest
solid waste dumping site .
6.8.3 Topsoil Management
To minimise disruption of soil and for conservation of topsoil, the contractor shall take the topsoil out
separately and stockpile it. After the construction activity is over, topsoil shall be utilised for
landscaping activity. Other measures, which would be followed to prevent soil erosion and
contamination include:
- Maximize use of organic fertilizer for landscaping and green belt development.
- To prevent soil contamination by oil/grease, leak proof containers should be used for storage and
transportation of oil/grease and wash off from the oil/grease handling area shall be drained
through impervious drains and treated appropriately before disposal.
- Removal of as little vegetation as possible during the development, and re-vegetation of bare
areas after the project.
- Working in a small area at a point of time (phase wise construction).
- Construction of erosion prevention troughs / berms.
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Operational Phase
6.8.4 Solid Waste Management
The philosophy of solid waste management at the proposed project will be to encourage the four R’s
of waste i.e. waste reduction, reuse, recycling, and recovery (materials & energy). This will result in
lesser reliance on land filling. Regular public awareness meetings will be conducted to involve the
residents in the proper segregation, storage, recycling and composting options and techniques.
The Environmental Management Plan for the solid waste will focus on two major components during
the life cycle of the waste management system i.e. collection & transportation, treatment or disposal
Collection and Transportation
During the collection stage, the bio-degradable and non recyclable/non biodegradable waste will be
stored and collected separately. The segregation, transportation and disposal of wastes will be done by
the project management or may be outsourced to authorized private waste management agency.
To minimize littering and odours, waste will be stored in well-designed containers/bins that will be
located at strategic locations to minimize disturbance in traffic flow.
Care should be taken so that the collection vehicles are well maintained and minimize noise and
emissions. During transporting of the waste, it will be covered to avoid littering.
Treatment & Disposal
The waste collected shall be segregated at site into bio-degradable and non-biodegradable. The non-
biodegradable waste shall be disposed off to the recyclers .The biodegradable shall be treated on-site.
6.9 EMP FOR E-WASTE MANAGEMENT
The e-waste will be generated from the proposed development which will be stored at a warehouse to
be setup within site and will be sent to authorized recyclers or e-waste processing plants for treatment
as per E- Waste [Management & Handling] Rules, 2010
6.10 EMP FOR ECOLOGICAL ENVIRONMENT
6.10.1 Construction Phase
� Restrictions on location of worker rest shelters and offices for project staff near the project
area with vegetation to avoid human induced secondary additional impacts on the left over
flora and fauna species of the surrounding areas.
� Cutting, uprooting, of trees or small trees present around the project site for cooking, burning
or heating purposes by the laborers shall be prohibited and suitable alternatives for this
purpose shall be made available.
� Along with the major construction work, the multi layered peripheral green belt shall be
developed with native plant species.
6.10.2 Operational Phase
The newly planted site will be especially vulnerable to erosion until the plants have become fully
grown. Temporary stabilization barriers shall be used as required to prevent erosion during plant
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growth. These barriers may include hay bales, erosion control blankets, temporary seeding, nurse
crops, and erosion control netting.
During the development of the green belt within the project area, it will be emphasized that the plant
species likely to be planted belong to the existing forest type .Existing trees will be included in the
landscape plan of proposed project in order to maintain the existing biological environment of the
area.
6.10.3 Green Belt Plan
a. General Principles in Greenbelt Design
Plants grown in such a way so as to function as pollutant sinks are collectively referred as greenbelts.
These plants should also provide an aesthetic backdrop for persons using the site and for the
surroundings and the community.
General principles in greenbelt design considered for this study are:
� Type of pollution (air, noise, water and land pollution) likely from the activities at the site.
� Agro-climatic zone and sub-zone where the greenbelt is located ( and hence the plant species
which can be planted in the area.
� Water quantity and quality available in the area
� Soil quality in the area.
The plants should exhibit the following desirable characteristic in order to be selected for plantation.
� The species should be fast growing and providing optimum penetrability.
� The species should be wind-firm and deep rooted.
� The species should form a dense canopy.
� As far as possible, the species should be indigenous and locally available
� Species tolerance to air pollutants like particulate matter, SO2 & NOx should be preferred.
� The species should be permeable to help create air turbulence and mixing within the belt.
� There should be no large gaps for the air to spill through.
� Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces.
� Ability to withstand conditions like inundation and drought.
� Soil improving plants (Nitrogen fixing, rapidly decomposable leaf litter).
� Attractive appearance with good flowering and fruit bearing.
� Bird and insect attracting tree species.
� Sustainable green cover with minimal maintenance.
Greenbelt is designed to minimize the predicted levels of the possible air and noise pollutants. While
designing the scheme the following facilities are considered:
� Site Perimeter and approach road
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� Along the internal roads
� In and around the resort area.
6.10.4 Greenbelt Design for Site
The selection of the trees is based on their phenology (thus roadside trees will not have leaf fall during
summer and rainy seasons when shade is most needed. Trees with more litter fall have been avoided).
The selection criteria of the species are based on pollution mitigation capacity (including particulate
matter), large leaf surface area, deep root system and less litter fall. Faster growing trees with lighter
canopy will be planted alternatively with relatively slow growing trees with wider canopy. Trees will
be planted as per CPCB guidelines.
Landscape Plan: The project will be so developed that approximately 134029.04 sqm of area will be
developed as green belt and softscape to mitigate air and noise pollution. The Landscape plan
showing the schedule of species for proposed beach resort project is enclosed as Annexure 6.5
respectively.
6.11 EMP FOR SOCIO-ECONOMIC ENVIRONMENT
The management plan has been designed in order to regularly gauge the social environment in which the
project shall operate, take proactive steps and adopt best practices, which are sensitive to the socio-
cultural setting of the region. Such an approach will not only result in the better management of the
project but also increase its goodwill among the locals. The management plan envisages ongoing
communication with the stakeholders including the public, surrounding areas, pollution control board or
the Ministry of Environment & Forests, etc. Management practices discussed here are pro-active steps to
address potential concerns during the various stages of the project.
6.11.1 Mitigative Measures
Transport and road safety: Since the project involves the movement of vehicles and machineries in
the area, the health and safety of pedestrians and residents accessing the communities is an issue of
concern. Considering this, the project proponents shall mitigate the impact by drawing traffic
management plans, so that any mishap due to traffic thenceforth can be avoided. Taking this into
concern, following aspects should be kept in mind:
• Proper precautionary signage shall be installed.
• Training to the drivers.
• Installation of adequate speed breakers at correct locations.
• Road safety signage
• Limit on honking
• Restricted movement in night
6.12 EMP FOR ENERGY CONSERVATION
Energy conservation program will be implemented through measures taken both on energy demand
and supply.
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Energy conservation will be one of the focuses during the project planning and operation stages. The
conservation efforts would consist of the following:
Solar Passive Techniques
- The design features of the building will consider adequate cross ventilation within and
outside the buildings by providing doors and windows on both the windward and leeward
sides of the building.
- Proper thermal insulation of roof structures and walls will be followed to reduce the U
value
Architectural Design
- Public areas will be cooled by natural ventilation as opposed to air-conditioning.
- Maximize the use of natural lighting through design.
The following material specifications are considered for the designed proposed building.(are these
given by client?)
- Wall: Paints with surface reflectance: 75%,
- Floor: Floor tiles with surface reflectance: 45%,
- Ceiling Paints with surface reflectance: 85%
- Visible Light Transmittance (VLT) of glazing: 40%
Energy Saving Practices
- Promoting use of solar water heating.
- Purchase of energy efficient appliances.
- Constant monitoring of energy consumption and defining targets for energy conservation.
- Adjusting the settings and illumination levels to ensure minimum energy used for desired
comfort levels.
- Use of compact fluorescent lamps and low voltage lighting.
Behavioral change on consumption
- Promoting resident awareness on energy conservation.
- Training staff on methods of energy conservation and to be vigilant to such opportunities.
Adoption of Energy Efficient Lighting and Ventilation Systems
- Use of energy efficient lighting equipments, like lamps, luminaries and control devices.
- Proper utilization of daylight and control glare from windows.
- Maintenance of lighter finishes of ceiling, walls and furnishings.
Supply Energy
Conservation Demand
� Reduce consumption
� Use energy-efficient
appliances
� Create Guest Awareness
� Utilize energy-efficient diesel
generators
� Exploring the possibilities of
introducing renewable energy
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- Scheduling of switching –lights programme for lights of outdoor periphery and gardening
to turn on or off at prescribed times.
- Use of Low loss electronics ballast for all fluorescent fixtures used in the electrical rooms.
- Use of CFL Lights in all common areas like lift lobbies, corridors, staircase etc.
Use of renewable energy system
- Use of Solar Photovoltaic (SPV) system for direct conversion of sunlight into electricity.
- Use of SPV lighting system in the form of solar lantern, fixed type solar lighting system
for street lighting system .
The energy simulation and day light simulation study has been carried out for the proposed project
and the copy of same is enclosed as Annexure 6.6.
6.13 ELECTRICAL HAZARDOUS AND SAFETY MEASURE PLAN
Following Guidelines have been followed for implementation of Electrical Hazard / Safety
precautions at the construction Site and thereafter at the Premises during operations.
Definition Electrical Hazard – A dangerous condition such that contact or equipment failure can
result in Electric shock, arc-flash burn, thermal burn, or blast. Electrical hazard includes ‘dangerous’
meaning ‘able or likely to inflict injury’; there are high voltage, low current sources that are not
intrinsically dangerous, and there are low-voltage, high-current sources that are not ‘safe’. A
‘harmless’ static electricity shock could cause sufficient startle reaction to make a worker fall off a
ladder. A hazard analysis is necessary to identify electrical hazards and determine the degree of risk.
Measures for preventing Electrical Hazards
1. Safe Electrical Installation
Installation of new electrical systems to a suitable IS standard. Requirements for electrical
installations, and then maintain them in a safe condition;
Provision of enough socket-outlets - overloading socket-outlets by using adaptors which can cause
fire.
2. Provision of safe and suitable equipment
� There will be proper selection of equipment that will suit our working environment;
� Electrical risks will be eliminated by using air, hydraulic or hand powered tools. These will be
especially used only in harsh conditions;
� There will be provision of an accessible and clearly identified switch near each fixed machine
to cut off power in an emergency;
� For portable equipment, there will be use of socket-outlets which are close by so that
equipment will be easily disconnected in an emergency;
� The ends of flexible cables will always have the outer sheath of the cable firmly clamped to
stop the wires (particularly the earth) pulling out of the terminals;
� Damaged sections of cable will be replaced completely;
� There will be use of proper connectors or cable couplers to join lengths of cable;
� There will be proper protection of light bulbs and other equipment which could easily be
damaged in use. And also creates risk of electric shock if they are broken;
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� Electrical equipment used in flammable/explosive atmospheres will be designed to stop it
from causing ignition.
i) Reduction of Voltage
One of the best ways of reducing the risk of injury when using electrical equipment is to limit the
supply voltage to the lowest needed to get the job done, such as: Temporary lighting can be run at
lower voltages, e.g. 12, 25, 50 or 110 volts; Where electrically powered tools are used, battery
operated will be safest; Portable tools are readily available which are designed to be run from a 110
volts centre-tapped-to-earth supply.
ii) Provision of safety device
If equipment will be operated at 230 volts or on higher, then the provision of an RCD (residual current
device) will be provided as an additional safety. An RCD is a device which detects some, but not all,
faults in the electrical system and rapidly switches off the supply. RCD will be built into the main
switchboard or the socket-outlet, as this means that the supply cables will be permanently protected.
Additionally a plug incorporating an RCD, or a plug-in RCD adaptor, will also be provided for an
additional safety. RCDs for protecting people have a rated tripping current (sensitivity) of not more
than 30 milliamps (MA).
An RCD is a valuable safety device, never bypass it;
If the RCD trips, it is a sign there is a fault;
The RCD will have a test button to check that its mechanism is free and functioning.
iii) Work safely
� We will make sure that people who are working with electricity are competent to do the
job. Even simple tasks such as wiring a plug can lead to danger – we will ensure that
people know what they are doing before they start.
� We must not allow work on or near exposed live parts of equipment unless it is absolutely
unavoidable and suitable precautions will be taken to prevent injury, both to the workers
and to anyone else who may be in the area.
iv) Underground Power Cables
� Always assume cables will be present when digging in the street, pavement or near
buildings. The usage will be up-to-date service plans, cable avoidance tools and safe
digging practice to avoid danger.
v) Overhead Power Lines
� When working near overhead lines, it may be possible to have them switched off. So, we
will keep the safe working distance from the cables.
Basic Precautions
There are various ways of protecting people from the hazards caused by electricity, including
insulation, guarding, grounding and electrical protective devices. We will significantly reduce
electrical hazards by following some basic precautions.
i) Insulation
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� All electrical cords will have sufficient insulation to prevent direct contact with wires. All
cords will be checked before each use, since corrosive chemicals or solvent vapors may
erode the insulation. Damaged cords will be repaired or taken out of service immediately,
especially in wet environments such as cold rooms
ii) Guarding
� Live parts of electric equipment operating at 50 volts or more will be guarded against
accidental contact. Plexiglas shields may be used to protect against exposed live parts.
iii) Grounding
� Only equipment with three-prong plugs will be used. The third prong
provides a path to ground that helps prevent the buildup of voltages that
may result in an electrical shock or spark.
iv) Circuit Protection Devices
� Circuit protection devices will be designed to automatically limit or shut off
the flow of electricity in the event of a ground-fault, overload, or short
circuit in the wiring system. Fuses, circuit breakers, and ground-fault circuit
interrupters are three well-known examples of such devices.
� Fuses and circuit breakers prevent over-heating of wires and components
that might otherwise create hazards for operators. They disconnect the
circuit when it becomes overloaded. The ground-fault circuit interrupter or GFCI, will be
used to shutoff electric power if a ground fault is detected. The GFCI will be particularly
used near sinks and wet locations. Since GFCIs will cause equipment to shutdown
unexpectedly, they may not be appropriate for certain apparatus. Portable GFCI adapters
(available in most safety supply catalogs) may be used with a non-GFCI outlet.
v) Safe Work Practices
The following practices will be used to reduce the risk of injury or fire when working with electrical
equipment:
� Avoid contact with energized electrical circuits.
� Disconnect the power source before servicing or repairing electrical equipment.
� When it is necessary to handle equipment that is plugged in, be sure hands are dry and,
when possible, wear nonconductive gloves and shoes with insulated soles.
� If it is not unsafe to do so, work with only one hand, keeping the other hand at your side
or in your pocket, away from all conductive material. This precaution reduces the
likelihood of accidents that result in current passing through the chest cavity.
� If water or a chemical is spilled onto equipment, shut off power at the main switch or
circuit breaker and unplug the equipment.
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� If an individual comes in contact with a live electrical conductor, do not touch the
equipment, cord or person. Disconnect the power source from the circuit breaker or pull
out the plug using a leather belt.
vi) High Voltage or Current
Repairs of high voltage or high current equipment will be performed by trained electricians.
Individuals who are experienced in such tasks and would like to perform such work on their own
equipment must first receive specialized electrical safety related work practices training by EHS staff.
The following additional precautions will be taken:
� Always assume a high voltage potential exists within a device while servicing it, even if it is
de-energized and disconnected from its power source.
� Avoid becoming grounded by staying at least 6 inches away from walls, water, and all metal
materials, including pipes.
� Use of voltmeters and test equipment with ratings and leads sufficient to measure the highest
potential voltage expected to be found inside the equipment being serviced.
� After servicing, check equipment with a multi-meter or appropriate device to ensure it is
grounded before reconnecting to the power source.
Electrical Line Diagram and Earthing Pits details are given in Annexure 6.7 & Annexure 6.8.
6.14 FIRE FIGHTING MANAGEMENT
The fire protection system will be generally designed based on Part IV, of National Building Code
(NBC) of India (2005), Tariff Advisory Committee’s TAC, fire protection manual (1998) and the
latest Indian and International standards/codes. The fire protection system will cover external as well
as internal premises of the building
Following systems are planned to be provided within the entire beach resort project:
� Fire Extinguisher
� Horse Reel
� Wet Riser
� Yard Hydrant
� Automatic Sprinkler System
� Manually operated electric fire alarm system
� Automatic detection and alarm system
� Underground static water storage tank capacity
� Two electric and one diesel pump of capacity 2850 LPM and two electrical pump (Jockey
Pump) of capacity 180 LPM
The fire escape route plan and fire fighting plan showing the fire line for proposed beach resort is
shown in Annexure 6.9.
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6.15 HEALTH , SAFETY AND WELFARE PLAN
The detailed provisions regarding Health, Safety and Welfare are as follows:-
6.15.1 Fixation of Hours of Work and Interval of Rest & Spread Over
a. No building worker employed shall be required or allowed to work more than nine hours a
day or forty eight hours a week
b. No building worker hall be required or allowed to work continuously for more than five hours
unless he had an interval of rest of not less than half an hour
c. The working day of the building workers employed in the construction shall be so arranged
that inclusive of the interval of rest shall not be spread over than 12 hours on any day
d. When a building worker work for more than 9 hours on any day or for more than 48 hours in
any week, he shall, in respect of over time work, be entitiles to wages at double the ordinary
rate of wages.
6.15.2 Weekly rest, payment of work dones on the day of rest at overtime rate, etc.
a. Workers employed in construction work shall be allowed a day rest in every seven days for all
building workers
b. No worker shall allowed to work on rest day unless he already had or will have substituted
rest day for whole day on one of the five days immediately before or after such rest day
6.15.3 Notice of Wage Period
a. Provision of display board to the conspicuous place at the work site showing the rates of
wages, hour of working, wage period, date of payment of wages, name and address of
grievance redressal officer.
b. The display board shall be in english and local language understood by majority of workers
6.15.4 Accommodation
a. The contractor shall provide, free of charge resting shelter to all workers employed by him till
the construction work is in progress.
b. The temporary accommodation shall have separate cooking place, bathing, washing and
lavatory facilities.
c. Incase , more than fifty female building workers are ordinarily employed, there shall provide
and maintain suitable room for the use of children under the age of six of such female.
d. All room shall have adequate light & ventilation and will be maintained
6.15.5 Latrine and Urinal
a. Effective arrangement to provide and maintain at suitable points sufficient supply of
wholesome drinking water as per IS 10500. All such points will be situated within six meter
of any washing place, urinal or latrine
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b. Provision of urinal and latrine at conveniently located such that may be accessible to workers
at all times while they are in such place.
c. Every latrine shall be under cover and so partitioned off as to secure privacy and shall have a
proper door and fastening.
d. Where in both male and female building workers are employed, there shall be displayed
outside each block of latrines and urinals, written in the landuage understood by the majority
of workers
e. Every latrine or urinal shall be adequately lighted with energy efficient lighting and shall be
maintained in a clean and sanitary condition at all the time.
f. Water shall be provided by means of a tap or otherwise so as to be conveniently accessible in
or near by every latrine or urinal
g. The walls, ceiling and partitions of very latrine or urinal shall be white washed once in every
period of four months.
h. Every latrine and urinal shall be connected to flush system and shall wastewater shall be
disposed off through mobile STP.
6.15.6 Medical Facilities
a. The Project Proponent shall ensure that the Contractor shall provide full fledged First Aid
Centre (24 hours facility available) with one full time medical officer including once nurse,
once dresser-cum-compounder.
b. There shall be Ambulance 24 hours available at project site
c. The medical examination for all building workers shall be carried out before employing, after
illness or injury.
d. If it appears that the illness or injury might have affected workers fitness and thereafter,
medical examination once in every two years upto age of forty and once in a year there after
shall be done.
e. Complete and confidential record of medical examination shall be maintained by the
employers or the authorized physician
f. The medical examination shall include:
� Full medical and occupational history
� Vision
� Hearing
� Breathing
� Upper Limbs (adequate arm function and grip)
� Lower Limbs (adequate leg and foot function
� Spine
� General mental alertness and stability with good eye, hand and foot coordination.
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6.15.7 Emergency Care Services or Emergency Treatment
a. Project Proponent shall ensure that the provision for essential life saving aides and required to
handle following shall be made:
� Head injuries and spinal injuries
� Bleeding
� Fractures and dislocations of bones and joints
� Crush injuries
� Shock including electric shocks
� Dehydration due to any cause
� Snake bite, insect bite, scorpion and bee sting
� Burns including chemical burns
� Sunstroke and frost bite
The above shall be provided and maintained under the supervision of Medical Officer,
appointed by the contractor
6.15.8 Safety Measures
a. The proponent shall form safety committee consisting of members of project proponent,
contractor, and workers.
b. The project proponent shall appoint a safety officer who shall possess such qualification and
perform such duties as may be prescribe
c. The project proponent shall ensure that the contractor shall provide safe access and safety to
any work place, including the provision of suitable and sufficient scaffolding at various stage
where work cannot be done from the ground or from any part of a building or from a ladder.
d. The erection, installation, use and maintenance of transporting equipment such as
locomotives, trucks, wagons and other vehicles and trailers shall be done by appointing
competent persons to drive or operate such equipment.
e. The project proponent shall ensure adequate and suitable energy efficient lighting to every
work place and approach.
f. The precautions to be taken to prevent inhalation of dust, fumes, gases during any grinding,
cleaning, spraying of any material and steps to be taken to secure and maintain adequate
ventilation of every working place or confined space.
g. The project proponent shall ensure that the contractor shall take all precautions to prevent
danger to workers from live electric wire or apparatus including electrical machinery and
tools and from overhead wires
h. The project proponent shall ensure that the contractor shall provide safety nets, safety sheets
and safety belts where specific nature or circumstance of work render then necessary for the
safety of the workers.
i. The project proponent shall ensure that the contractor shall abide by and follow EHS policy of
M/s Elite Townships Pvt. Ltd.
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CHAPTER 7. ENVIRONMENTAL MONITORING PLAN
7.1 GENERAL
An environmental monitoring plan provides feedback about the actual environmental impacts of a
project and helps to judge the adequacy of the mitigation measures in protecting the environment. The
purpose of environmental monitoring is to evaluate the effectiveness of implementation of
Environmental Management Plan (EMP) by periodically monitoring the important environmental
parameters within the impact area, so that any adverse effects are detected and timely action can be
taken.
7.2 OBJECTIVES OF ENVIRONMENTAL MONITORING PLAN
The key objective of the environment monitoring program will be as follows:
1 Ensure compliance with the mitigation measures as identified in the EIA;
2 Determine the project’s actual environmental impacts so that modifications can be made to the
project’s mitigation measures;
3 Describe the extent of environmental effects and resource losses;
4 Provide scientific information about the response of an ecosystem to a given set of human
activities and mitigation measures;
4.7 SUGGESTED ENVIRONMENTAL MONITORING PLAN
The environmental monitoring plan for the proposed beach resort development has been
conceptualized in view of the institutional, scientific and fiscal issues pertaining to the project. The
monitoring plan aims to collect data on the environmental indicator to provide information about the
environmental impacts. For developing the monitoring plan, appropriate components which are likely
to be affected have been identified. For each component, suitable measurable environmental
indicators which are appropriate to the impact mechanism and scale of disturbance and which have a
low natural variability, broad applicability and an existing data series have been defined.
The monitoring plan has been designed for the construction and the operation phase of the project and
the details of the plan have been presented in Table 7.1.
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TABLE 7.1: RECOMMENDED ENVIRONMENTAL MONITORING PLAN
S.N Performance
Indicator
Component Parameters Locations Frequency Measurement
methodology
Preconstruction Phase
1 Concentration
of SPM to
assess the
effectiveness
of dust
control
measures
Ambient Air
Quality
PM2.5 and
PM10
Project site Quarterly
IS 5182 ( Part –
IV), 1973
IS 5182 ( Part –
XXIII), 1973
Quarterly
Construction Phase
1 Oil and
grease, heavy
metal
concentration
Soil Quality pH,
electrical
conductance,
cation
exchange
capacity,
Sodium
Absorption
Ratio (SAR),
water
holding
capacity,
phosphorous,
Copper,
Zinc, iron,
calcium,
magnesium,
sodium,
potassium,
boron,
Nitrogen,
porosity,
permeability,
infiltration
capacity,
bulk density,
organic
content
texture, etc.,
One location
within
project site
Annually Practical methods
in Ecology and
Environmental
Sciences
2 Concentration
of SPM to
assess the
`effectiveness
Ambient Air
Quality
PM2.5 and
PM10
Project site Quarterly
IS 5182 ( Part –
IV), 1973
IS 5182 ( Part –
XXIII), 1973
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S.N Performance
Indicator
Component Parameters Locations Frequency Measurement
methodology
of Dust
control plan
Emissions
from DG set
Quarterly
3 Equivalent
noise level
Ambient
Noise
Quality
Hourly Leq Project site Monthly Operational
manual of noise
level meter
Noise
emissions
from DG set
operation
during
construction
work
Monthly
Operation Phase
1 Ground water
table level
Strom Water
Management
Plan
Ground
water table
Near storm
water
storage tank
or pond
Twice in a
year
As per standard
practice
2 Greenbelt
survival rate
Greenbelt
development
plan
Greenbelt At the
greenbelt
development
corridor
Twice in a
year
3 % Savings of
energy
Energy
conservation
measure
Rating of
energy
consumption
At all
installation
Half
Yearly
As per standard
practice of BEE
4 Potability,
taste, odour
Groundwater
Quality
Parameters
as listed in
IS
10500:1991
Water intake
structure
Half
Yearly
Standard method
for the
examination of
water and
wastewater, 21st
Edition, edited by
Lenore S.
Clesceri, Arnold
E. Greenberg,
Andre D. Eton
5 Efficiency of
the STP (%)
Treated
effluent
Quality
pH, Color,
Odor,
Turbidity,
EC,
Alkalinity ,
Hardness,
BOD, COD,
Total
Dissolved
Solids,
Suspended
STP Outlet Twice a
month for
1st three
months,
monthly
for next
three
months
and
quarterly
Standard method
for the
examination of
water and
wastewater, 21st
Edition, edited by
Lenore S.
Clesceri, Arnold
E. Greenberg,
Andre D. Eton
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S.N Performance
Indicator
Component Parameters Locations Frequency Measurement
methodology
Solids, Total
Coliform,
Volatile
solids ,
Heavy
Metals
# - The performance of the proposed STP will be evaluated on a regular basis by the operator, in terms of quick
check of different physical and physicochemical parameters
7.2.1 Data Analysis
The monitored data will be analyzed and compared with the baseline levels as established in the EIA
study and the regulatory standards specified by different government agencies. The standards against
which the different environmental components will be compared are as per Table 7.2.
Table 7.2: APPLICABLE STANDARDS FOR DIFFERENT ENVIRONMENTAL COMPONENTS
S.N Component Applicable Standards
1 Ambient Air Quality National Ambient Air Quality standards, CPCB
2 Noise Quality Ambient Air Quality Standards with Respect to Noise,
CPCB
3 Surface water quality Water Standards, CPCB
4 Groundwater quality IS: 10500 Standards, BIS
5 Soil Quality --
6 Treated sewage water quality IS 2490(1974) – Discharge into surface water, IS
3306(1974) – Discharge on land, IS 3307(1974)- Discharge
for agricultural use
7.2.2 Reporting Schedule
The monitoring results of the different environmental components will be analyzed and compiled
every six months during the construction phase and every twelve months during the operation phase.
The report will also list the project activities along with the environmental mitigation measures and
will evaluate the efficacy of the Environmental Management Plan.
7.2.3 Emergency Procedures/Corrective Measures
Corrective measures will be adopted if the review of the monitoring report reveals that the
environmental management plan is inadequate or has not been implemented properly. A detailed
review will be carried out by the interdisciplinary team of experts in the Environment Management
Cell for assessing the gaps in the EMP and the addressal of EMP. A corrective action plan will be
worked out for the environmental component and a rigorous follow up of environmental monitoring
plan will be carried out.
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CHAPTER 8. Risk Assessment and Disaster Management Plan
8.1 INTRODUCTION
A disaster is a natural or man-made (or technological) hazard resulting in an event of substantial
extent causing significant physical damage or destruction, loss of life, or drastic change to the
environment. A disaster can be ostensively defined as any tragic event stemming from events such as
earthquakes, floods, catastrophic accidents, fires, or explosions. It is a phenomenon that disasters can
cause damage to life, property and destroy the economic, social and cultural life of people. Disasters
in general, can broadly be grouped under three categories viz. (i) Water and Climate related (ii)
Geology / Geomorphology related and (iii) Accident related. On project site, accident related disasters
from fire, oil spills, and chemical induced and vehicular / operational accidents are quite possible. In
the context of the proposed project it thus becomes imperative to identify the type, pattern and the
potential severity of the hazards, which can cause loss of life, damage to property and environment,
and to assess the vulnerability and risks there from with a view to outlining an appropriate response
mechanism.
The proposed project site is located in Sawantwadi village, Vengurla taluka of Sindhudurg district in
the state of Maharashtra. Sindhudurg is one of the disaster prone districts in Maharashtra having 121
km coastal line. Occasional Cyclones (Cyclone Phyan in Nov 2009), Floods are more common
especially in Malvan, Kudal, Sawant wadi,Vengurla, Dogad and Kankavli due to overflowing rivers.
Land slides are frequent especially in the ghats (Amboli, Karool, Phonda), Road accidents are
frequent on Mumbai Goa highway (National highway no. 17) and due to hair pin bends there are
many accident spots identified and Rail accidents along the Konkan rail, mostly during the monsoon
due to landslide (In Vaibhav wadi near Kharepatan tunnel in Jun 2003) and lastly due to heavy rain
and wind incidents of tree falling are observed. (Source:-District Disaster Management Plan, 2012-
2013 by District Disaster Management Authority, Sindhudurg, Govt. of Maharashtra)
Since the proposed project site is located nearby the seashore, site is quite vulnerable to flood and
occasional cyclones. Therefore, the Disaster Management Plan is required to encompass all the
administrative and operational programmes and responses to reduce the risk of emergencies of
hazardous events likely to occur at any point of time during construction and operational phases of the
project.
8.2 RISK ASSESSMENT DURING THE CONSTRUCTION PHASE
A construction site normally faces 9 major type of construction hazards i.e. scaffold, power access
equipment, ladder, roof work, manual handling, plant & machinery, excavation, fire and emergency
and hazardous substances.
8.3 RISK ASSESSMENT DURING THE OPERATION PHASE
8.3.1 History of Disaster in Sindhudurg District
Sindhudurg district is situated in the coastal region and having a proximity to Arabian Sea. This
district has a high amount of rainfall primarily because of the clouds of the southwest monsoon winds
are blocked at the Sahyadri mountains and so shed a lot of rain on the eastern side of the Western
Ghat scarp. This leads to very high rainfall in the foothills of the Sahyadris on the Konkan side with
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most of the Konkan rivers having their origin in the runoff from the steep mountain slopes. Such a
heavy rainfall causes largely flash floods, and occasionally landslides, road accidents.
Flood
During 2005-06 floods., most of the rivers were overflowing and there was a loss of life and property
in Sindhudurg district. The river water entered the standing crops and the farmers suffered a huge
loss. Most of the livestock also was flown away in this flood. Some people were shifted to safe
shelters but there was no rehabilitation. Does site has any flood potential? Any river flooding nearby
or any icendt in past of site flooding?
Road/Rail Accidents
A railway accident occurred in the year 2003 in the monsoon season near Berle,Vaibhavwadi when
the 904 Karwar – Mumbai Central derailed in which 52 passengers died and many were injured.
This is one incident. Is the project area prone to accidents?
Landslides
Due to heavy rain some parts of the district experienced landslides along with tree collapse leading to
the human loss. Landslides largely occur in three major hill stations and make troubles in movement
of vehicles on both National and State Highways. So, it is a regular event, which cannot be ignored in
disaster management plan. Locations prone to landslides in this district are :
Amboli Ghat on Sawantwadi-Amboli-Belgaum Road State Highway No.112.
Phonda Ghat on Kankavli – Phonda – Ratnagiri – Kolhapur Road StateHighway No. 116.
Karul Ghat-Gagan Bavada-Kolhapur Road State Highway No. 115
Earthquakes
Though Sindhudurg district has no earlier history of earthquakes still it comes under the seismic zone
III. There was no loss in Kankavli, Sawantwadi, Malvan and Vengurla due to the Killari earthquake
of 1993. The proximity of the Western Ghat Fault Scarp and evidences of neo tectonic activities in the
Konkan area point to the earth movements in the recent past and the possibility of an earthquake
cannot be ruled out. There is no history of earthquakes in this district earlier.
(Source:-District Disaster Management Plan, 2012-2013 by District Disaster Management Authority,
Sindhudurg, Govt. of Maharashtra)
8.4 DISASTER MANAGEMENT PLAN FOR CONSTRUCTION PHASE
Disaster management plan prepared to avoid any risk assessed during the construction phase has been
discussed below
• Scaffolding at site is considered as one of the major hazards at a construction site and can be
mitigated by following measures
a. Inspection and certification (tagging) of the erection.
b. Intermediate guard rails,
c. Barrier and warning notices,
d. Regular inspection of the scaffold.
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e. Provision of toe guards to prevent items from rolling over the edge
f. Secure fixing
g. ladder condition,
h. position and foundation,
i. suitability
j. slippery sideways.
k. availability of extinguishers,
l. reducing the possibility of ignition sources,
m. provision of exit alarms,
n. personnel awareness of the risks
o. emergency procedures
p. regular training of responsible “fire marshals”
• Hazardous Substance is considered as a low risk hazard but should be taken care by
preserving the material at right place and in approved conditions.
• Power access equipment causes hazards and should be managed by using good quality tools
as well as regular maintenance.
• Hazard of ladder can be mitigated by proper erection and regular check up and vigilance
during use of ladders.
• Plant and machinery hazards are very major and can be mitigated by using proper pre-
approved and certified equipment with regular periodic maintenance.
• Fire and Emergency is one of the most common hazards at construction site, this can be
mitigated by
8.5 DISASTER MANAGEMENT PLAN FOR OPERATION PHASE
8.5.1 On Site Emergency Management Plan
8.5.1.1 Earthquake
Spatial and temporal impacts of earthquake are large. Resource requirements are both intensive and
extensive for management of earthquake. Though the project impact area comes under seismic zone-
III, the probability of occurrence of earthquake in future is not ruled out. In the case earthquake occur,
following management plan will be adopted:
• Since earthquake is the most uncertain natural occurrence giving birth to massive calamities
on both life and property, adequate care has been taken into account while designing the
infrastructure facilities for the proposed site as per seismic zone.
• Extensive rescue operations are required to shift the injured persons to the nearest medical
units and evacuate the trapped individuals to safer places. Appropriate medical services are
necessary to control epidemics in the post earthquake period.
• Suitable steps on war footing basis need to be adopted to restore all the essential services like,
electricity, water and food supply, telecommunication, transportation, etc. Proper steps should
also ensure the protection and safeguard of properties.
• Damage to road access due to landslides/land subsidence would need immediate clearing for
which operations in close coordination with the concerned departments/agencies in the district
will have to be made.
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• Areas indicating signs of liquefaction should be declared out of bounds and district vigil
should be kept to prohibit trespassing.
• Foundations of the structures prone to liquefaction will require technical assessment.
• Alteration in the river, creek and canal water flow that may inundate the site areas would
require immediate evacuation of people and properties in coordination with the district
authorities.
8.5.1.2 Fire
Though fire in general is a localized problem it may assume unmanageable proportions if immediate
care is not taken. Following management plan shall be adopted:
• Storage of fuel will be as per the rules and guidelines as laid down in the relevant statutes.
• Adequate fire safety equipments e.g. extinguishers, dry chemicals, carbon dioxide, foam
spray; water spray should be kept in the complex.
• IS codes for cables to be applied for preventing short circuits in wiring.
• Adequate Immediate actions call for the extinguishing of fire by using proper devices
necessary, depending on the nature of the fire keeping in consideration that the fires are not
spread further to cause greater loss of life and properties.
• Immediate rescue operations will be initiated for which assistance of the local fire service
authorities to be sought.
• Emergency medical attention will be extended to the affected / injured persons immediately.
Serious burn cases should be transported to General hospital in town or private health care
units in the vicinity.
Flood and Cyclones
Since the proposed site is located very close to coastal plain of seashore, the area is highly susceptible
to coastal flooding.
Inundation by the sea on coastal areas is potentially caused by unusually high tide, storm surge,
hurricanes (cyclonic storms) and wave activity including tsunamis. Coastal floods may also be caused
by structural failure of defences with some locations subject to combinations of tidal and river
impacts. Long-term processes like subsidence and rising sea level as a result of global warming can
lead to encroachment of the sea on land.
Floods:
Floods are among the most common and destructive natural hazards causing extensive damage to
infrastructure, public and private services, the environment, the economy and devastation to human
settlements. Floods usually are local, short-lived events can happen suddenly and sometimes with
little or no warning. They usually are caused by intense storms that produce more runoff than an area
can store or a stream can carry within its normal channel.
There are two ways to mitigate floods: 1) Structural and 2) Non-structural. Structural measures are the
ones like Embankments, Water shed management, Reservoirs, Natural water retention basin and
buildings on elevated area. Whereas Non-structural measures include Flood plain zoning and Flood
forecasting and warning.
Flood preparedness planning is about putting in place a set of appropriate arrangements in advance for
an effective response to floods. Some of the commonly identified flood preparedness activities are:
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• Public awareness raising on flood preparedness, response and mitigation measures;
• Stockpiling of emergency relief materials i.e., food, fodder for livestock, emergency
medicines, materials for temporary shelter etc;
• Installation of community-based early warning system for issuance of timely and effective
flood warnings;
• Management of safe areas for temporary removal of people and property from a threatened
location;
• Transportation to safe areas/ evacuation centre;
• Ensuring access to health and sanitation facilities;
Cyclone:
• Keep a hurricane Lantern filled with kerosene, flash light and enough dry cells. Keep some
wooden boards ready so that glass windows can be boarded.
• Keep your radio on and listen to latest weather warnings and advisories from the nearest All
India Radio station. Pass the information to others.
• Get away from low lying beaches or other locations which may be swept by high tides or
storm waves. Leave sufficiently early before your way to high ground gets flooded. Do not
delay and run the risk of being marooned.
• Get extra food, specially things which can be eaten without cooking or with very little
preparation. Store extra drinking water in suitable covered vessel.
• Check on everything that might blow away or be torn loose. Kerosene tins, cans, agricultural
implements, garden tools, road signs and other objects become weapon of destruction in
strong winds. Remove them and store them in a covered room.
• If the centre of' ‘eye' of the storm passes directly over your place, there will be a lull in the
wind and rain, lasting for half an hour or more. During this period stay in safe place. Make
emergency repairs during the lull period if necessary, but remember that strong wind will
return suddenly from the opposite direction, frequently with even greater violence.
• Remain in shelters until informed by those in charge that they may return home and report the
losses to the appropriate authorities.
Details of district profile with potential disasters and areas prone to it are mentioned along with
district level DMP measures. Check if project area comes in any of the areas prone to natural
disasters.
Despite all efforts and the measures provided for, it is within the realm of possibility that emergencies
and accidents can take place. The primary objective of Emergency Management Plan is to defend the
men, material and property against such hazards and restore normalcy as soon as possible. An
Emergency Management Group (EMG) is thus constituted with such objective and to provide help to
those in need in the times of disaster. The EMG constitutes of personnel having various duties and
responsibilities which work in tandem with each other and proper hierarchy to mitigate the adverse
impacts of disasters and return to normalcy with immediate effect. All the personnel of EMG operate
through Emergency Control Centre (ECC) that is a nodal point for all communications and record of
observations and data logging.
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8.6 KEY PERSONS AND RESPONSIBILITIES
For effective handling of the emergency, there will be a designated Site Main Controller (SMC),
Work Incident Controller (WIC) and various other key persons. The key responsibilities of all the
personnel that form the part of EMG are as follows:
Site Main Controller
He will report to the Emergency Control Center and will assume overall responsibility of the site and
its personnel. The main duties of SMC comprises of:
• Assessing the magnitude of the situation and decide whether a major emergency exists or is
likely to develop, requiring external assistance.
• Inform District emergency chief (i.e. District Collector) accordingly.
• Ensure that the key personnel are called in promptly.
• Maintain a continuous review of possible developments and assess these to determine most
probable course of events.
• Assume the head of ECC and oversee all the functions are performed as planned.
Work Incident Controller
The WIC will report to the SMC and would act in such a manner as to manage the hazardous
situation, put in control and mitigate. The main duties of WIC comprises of:
• Exercise direct operational control of the affected area.
• Ensure the accounting for personnel and arrange for non essential workers to be sent to
assembly point.
• Arrange for a chronological record of the emergency to be maintained.
• Establish communication link with the ECC (through phone or messenger) and keep the SMC
informed about the developments at the incident site
Safety Coordinator
The Safety Coordinator would assist the WIC in removal of unsafe situations and act as overseer to
monitor that all the activities for emergency management are performed safely and will not escalate
the situation.
Medical Officer
The M.O. will rush to the scene of emergency on receipt of information and ensure that casualties are
receiving adequate help. The WIC is to be informed of the steps taken and seek advice for further
mobilization of medical resources from within and outside the site.
Maintenance Support Officer
He will provide assistance as per the demand of WIC / Safety Officer and will be responsible for
electrical supply cut-off / restoration and other mechanical and workshop help.
Civil Support Officer
His responsibility is to provide fabrication/construction manpower for any demolition/ construction as
per the emergent situation and provide temporary barricade to the affected location.
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Material Support Officer
He has to ensure that the stores remain open throughout the period of emergency for providing
material assistance together with providing assistance to the Maintenance Support officer and Civil
Support officer for receiving adequate supplies of machinery spares and material.
Area Staff
They will ensure removal of non essential workers to the assembly points and will facilitate Roll
Caller to verify the causality.
Running Messengers
Running messengers will act as per the direction of respective key personnel.
Employees
All the employees are responsible to inform their section in charge about the mishap. The employees
of the emergency area except involved in the emergency handling must assemble at the designated
assembly points.
Technical Coordinator
The persons in charge of the respective sections are designated as Technical Coordinators. They will
ensure that all operations are put in safe and standby condition.
Utilities Coordinator
The utilities coordinator will hold the responsibility of examining and assessing the requirement of
water for the purpose of fire fighting and other requirements like drinking and processing water. If
required, he will shut down the main power supply to the site and arrange for safe backup power in
the affected area and the emergency control center.
Liaison and Public Relations Coordinator
The liaison and Public Relations coordinator may be a separate person or the duties may be performed
by SMC only. He will liaise with local police/ law enforcing authority, District Collector, Chief
Medical Officer, District Fire Officer, etc. for possible help, if needed.
Transportation Coordinator
The transportation coordinator will have the responsibility of ensuring that all vehicles are in good
state of repair and maintain a log of all vehicle movement and remain standby for any immediate
situation.
Communication Coordinator
Communications officer will provide information to the emergency services as directed by SMC and
shall have all available means and messengers to communicate.
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8.7 EMERGENCY PREPAREDNESS
In addition to planning and delegating responsibilities to the identified key persons, the proposed land
parcel will be adequately equipped in terms of safety equipment and facilities in order to be
completely prepared for combating emergencies.
Fire Alarm and Fire Fighting
All the fire risks in the site like engine room, stores, vehicle dispatch section, administration blocks,
electrical substation, etc. will be adequately armed with fire alarm systems (smoke detectors) and will
be equipped with fire extinguishers. The land parcel will be equipped with an adequate fire hydrant
system.
Personal Protective Equipment
The PPEs act as last line of defense and provide physical protection to the personnel. Sufficient
supplies of PPEs like helmets, gloves, ear muffs/plugs, face mask, fire escape masks, water gel
blankets, goggles etc. will be maintained at the proposed site.
Communication System
Communication facilities play a key role in notification, coordination and even for calling external
help during emergency situations. In view of this, adequate communication arrangements shall be
made as given below:
• External telephones
• Facsimile
• Internal telephones in all sections
• Public Address System
• Walkie-talkies
In addition to the above, a siren with adequate audible range to cover the entire site will be available.
Training
Workers will be trained in fire-fighting and safety aspects through demonstration exercises and mock-
drills.
Emergency Control Center
It is necessary that the emergency is controlled from one specific point so that all the inputs are
available at the Emergency Control Center (ECC). At ECC a list of emergency telephone numbers,
communication facilities & necessary documents for emergency management will be available.
8.8 EMERGENCY MANAGEMENT PROCEDURE
It has been observed that pre-planned and practiced procedures for management of emergency
substantially reduce the damage potential of an accident. Thus, for any facility it is necessary to have
clear-cut procedures for different functions of emergency planning and management.
All occupants within the land parcel will be authorized to report the emergency. If the incident is of a
serious nature, the security in-charge of the shift will contact the site in-charge to report the situation
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who will then mobilize suitable personnel to asses the situation and declare the emergency
accordingly. The SMC shall perform the following broad duties:
• Emergency Shut-Down
• Accounting of Personnel
• Evacuation
• Rehabilitation
• Inform relatives of the affected people
• Terminate the emergency procedures
These will be followed by:
• Head count of all the individuals at the assembly point.
• Constitution of the committee to investigate the cause of disaster, which will submit a detailed
report of the findings.
• Based on the findings and lessons learned during emergency, the on-site plan will be suitably
modified to make it more effective.
• Mock-drills will be carried out on the on-site plan to check its effectiveness and for
identification of areas for improvement.
• Regular training programs through audio-visual aides will be conducted to enhance the
preparedness of all workers, specially the emergency combat personnel.
8.9 OFF-SITE EMERGENCY PREPAREDNESS PLAN
Off-site emergency plan follows the on-site emergency plan. When the consequences of an emergency
situation go beyond the site boundaries, an off-site emergency comes into play. Off-site emergency is
essentially the responsibility of the public administration however; the site management will provide
public administration along with technical information relating to the nature, quantum and probable
consequences on the neighboring population.
The off-site plan in detail will be based on those events which are most likely to occur, but other less
likely events which have severe consequence will also be considered. Incidents which have very
severe consequences yet have a small probability of occurrence should also be considered during the
preparation of the plan. However, the key feature of a good off-site emergency plan is flexibility in its
application to emergencies other than those specifically included in the formation of the plan.
The main aspects which should be included in the off-site emergency plan are:
• Organization/ hierarchy
• Communication systems
• Specialized knowledge experts or agencies
• Voluntary organizations
• Meteorological information
• Humanitarian arrangements
• Public information
• Assessment of emergency plan
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Emergency Code of Practices
The following are the code of practices (COP) that will be followed by Elite Township Pvt. Ltd.
during the disasters from natural hazards which can affect the proposed land parcel:
Objective
To provide relief to the affected people in quick and efficient manner
Earthquake Preparedness
The earthquake susceptibility in the proposed land parcel will be studied and the earthquake
protection measures will be accordingly incorporated in the building design stage itself.
Line of Action
Earthquakes are situations that do not affect a particular identified location. Thus, after the earthquake
the SMC will perform the following duties-
• Patrolling of sensitive locations and the entire facility
• Instruct communication officer to contact all department heads to give status of their
respective areas, men and machinery.
• If any help is sought at some place, mobilize the resources accordingly
• Immediate attendance of all the staff and visitors
Fire fighting COP
Objective
The main objective of this Code of Practice is to detect the source and location of the fire and
extinguish followed by the evacuation of victims and goods to a safe area.
Fire fighting Preparedness
The critical areas should be provided with fire alarm, extinguisher and automatic fire hydrant system.
Caution and awareness signage shall be strategically installed at regular interval in those areas.
Line of Action
Immediately on the breakout of the fire, the following line of action shall be adopted:
• To reach the location of crisis at the earliest
• To identify the source of fire and take necessary action to diminish the cause
• To make sure all the fire automatic fire hydrants are operational
• To evacuate the area as early as possible
• Instruct communication officer to contact all department heads to give status of their
respective areas, men and machinery.
• Immediate attendance of all the staff and visitors
• Providing of medical on site aid to affected people
• Call ambulance on immediate basis for the affected people and send them to nearest hospital
8.10 MANAGEMENT FRAMEWORKS AND CONCLUSION
The overarching objective of the project is the economic development of the region / State/ country
and improvement in the quality of life of the local population in general. It therefore becomes
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necessary to develop an appropriate response mechanism, which would act in close coordination with
the District Collector / DDMA of the district. For this purpose, the authority should set up a Disaster
Management Cell with a small team of dedicated personnel trained in relief and rescue operations
required for the anticipated emergencies. In addition to the above the following should be undertaken
by the authority.
• Extensive afforestation programme will be undertaken with appropriate native species as per
guidelines of CPCB.
• Timely warning to the local residents will be made through an effective communication
system.
• Timely alerting the key personnel in Disaster Management Cell of the district for taking
emergency action.
• A Disaster Management Committee will be set up involving all the stakeholders particularly
the local community and NGOs and a list of personnel with allocated responsibilities will be
kept at the office and in all the concerned local body offices.
• All power supply lines and connections, public address systems, etc. will be thoroughly
checked before onset of the monsoon months and special mock drills should be will be
organised to put all concerned on alert.
• The administrative machinery of the project along with local NGOs will organize regular
awareness campaigns with the help of the local authorities where women and school children
from the community should be involved. Involvement of NGOs is necessary in mobilizing
community efforts for the control of epidemics by ensuring standards of environmental
sanitation, disposal of waste and personal hygiene.
• The buildings in the project site will be allowed to be used as safe shelters during
emergencies.
• Volunteers’ Handbook for Disaster Preparedness of the UNDP will be circulated during
awareness campaigns.
8.10.1 Coordination with Concerned Authorities
The policy of the Govt. of India emphasizes on sustainable disaster/risk reduction in all states/UTs by
building capacities at all levels to institutionalize disaster risk management in the country. For
strengthening the overall capacities for emergency/disaster response in the country, the Govt. of India
is systematically assessing the existing systems at the national, state and district levels. Mock drills
with the community should be carried out regularly which may be helpful while formulating the
disaster response mechanism by the authorities.
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CHAPTER 9. CORPORATE ENVIRONMENT RESPONSIBILITY
9.1 ENVIRONMENT POLICY
M/s Elite Township Pvt. Ltd. is one of the subsidiary companies of Ireo Pvt. Ltd (IREO). All the
policies and standard operating procedures followed by Ireo Pvt. Ltd. are applicable to and are abide
by all its subsidiary companies.
The IREO, along with its all subsidiary companies, has its own Environment, Occupational, Health
and Safety (EHS) Policy that focuses on the commitment to excellence in Environmental,
Occupational Health and Safety stewardship of all its activities and services. The Policy shows the
organization commitments towards:
1. Compliance to all applicable EHS legislation, statutory and regulatory requirements
2. Continual enhancement of EHS performance through sound practices.
3. Design, build and operate its facilities in an environmentally responsible manner, conserving
energy, water, other natural resources; minimizing waste generation and preventing pollution
thereby contributing to environmentally sustainable growth.
4. Accountability for ensuring a safe and healthy environment.
5. Providing training, awareness and resources to accomplish above mentioned EHS
commitments.
The duly signed policy is enclosed as Annexure 9.1. The commitment made under the above said
policy is applicable to M/s Elite Township Pvt. Ltd. and is being followed as it is.
9.2 STANDARD OPERATING PROCEDURES
As said above M/s Elite Township Pvt. Ltd. will strictly abide by the IREO’s standardized operating
procedures for project planning and execution phase of the project. The standard operating
procedures (SOP’s) have been divided under five heads based on project stages as follows:
Stage 1. Project Concept and Definition
Stage 2. Feasibility Study
Stage 3. Design Brief and Appointment of Consultants
Stage 4. Design Development and Production of Good for Construction (GFC’s) Drawings
Stage 5. Project Execution
The Annexure 9.2 Shows the process flow of above mentioned stages along with the inter-linkages of
various department s and inputs to be provided at all five stages
9.3 HIERARCHICAL SYSTEM OF THE ORGANIZATION
The hierarchical system of the M/s Elite Township Pvt. Ltd. is presented in Figure 9.1.
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Figure 9.1 Hierarchical System of the Organisation
9.4 REPORTING MECHANISM OF NON-COMPLIANCE
M/s Elite Township Pvt. Ltd. has team of qualified environmental experts personals to ensure the
implementation of environmental requirements. The environmental team proposes to conduct site
inspections as site requirements. Any non-compliances during the site inspections will be reported /
closed as per the reporting mechanism given in Figure 9.2.
Figure 9.2 Reporting Mechanism of Non-Compliance