DHAMRA PORT COMPANY LIMITED (DPCL)environmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2016-01-07 · Dhamra Port is one of the deepest ports of India located in Bhadrak

C1141302

RP002, Rev 0

DHAMRA PORT COMPANY

LIMITED (DPCL)

L&T Infrastructure Engineering Limited (formerly known as L&T-RAMBØLL Consulting Engineers Limited)

L&T Infrastructure Engineering Ltd. Client: The Dhamra Port Company Limited

Project: Comprehensive EIA Study for Revised Master Plan Development of Dhamra Port

Project No.:

C1141302

Title:

Proposed Terms of Reference Document No.:

RP002

Rev.:

0 This document is the property of L&T Infrastructure Engineering Ltd. (formerly known as L&T-Rambøll Consulting Engineers Limited) and must not be passed on to any person or body not authorised by us to receive it nor be copied or otherwise made use of either in full or in part by such person or body without our prior permission in writing.

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Notes:

1.

Revision Details:

0 07.01.2016 ALJ BRT

SAP CVS

Rev. Date Details Init. Sign. Init. Sign. Init. Sign.

Prepared Checked Approved

TABLE OF CONTENTS

Comprehensive EIA Study for Revised Master Plan Development of Dhamra Port C1141302 Proposed Terms of Reference RP002 rev. A

Table of Contents Page i

TABLE OF CONTENTS

1 Proposed Terms of Reference (ToR) ............................................................................................1

1.1 Introduction ...............................................................................................................................1 1.2 Location .....................................................................................................................................1 1.3 Details of Project .......................................................................................................................2

1.3.1 Land ................................................................................................................................2 1.4 EIA Methodology .......................................................................................................................3

1.4.1 Baseline Environmental Monitoring ................................................................................3 1.4.2 Establishment of Baseline Environmental Conditions ....................................................6 1.4.3 Anticipated Environmental and Social Impacts and their Mitigation Measures ..............6 1.4.4 Analysis of Alternatives...................................................................................................8 1.4.5 Environmental Monitoring Programme ...........................................................................8 1.4.6 Additional Studies ...........................................................................................................8 1.4.7 Project Benefits ...............................................................................................................9 1.4.8 Environmental Management Plan ..................................................................................9 1.4.9 HTL/LTL, CRZ Demarcation ........................................................................................ 10 1.4.10 Structure of EIA Report................................................................................................ 10

LIST OF FIGURES

Figure FD0101 : Location Map

Figure FD0102 : Study Area Map

Figure FD0103 : Marine Sampling Locations

Figure FD0104 : Ambient Air Monitoring Locations Map

Figure FD0105 : Noise Monitoring Locations Map

Figure FD0106 : Water Sampling Locations Map

Figure FD0107 : Soil Sampling Locations Map

LIST OF TABLES

Table 1-1: Revised Master Plan ...............................................................................................................2 Table 1-2: Cargo Handling Capacity as per Revised Master Plan ...........................................................2

LIST OF ENCLOSURES

Appendix A : Survey Numbers of Revised Master Plan Area

Appendix B : HTL/LTL/CRZ Map with Revised Master Plan

Pre-Feasibility Report is given as a Standalone Document

Proposed Terms of Reference


1 Proposed Terms of Reference (ToR) Page 1

1 Proposed Terms of Reference (ToR)

1.1 Introduction

Dhamra Port is one of the deepest ports of India located in Bhadrak District of Odisha with a

draught of 18.0 m and can accommodate super cape-size vessels upto 180,000 DWT. The

Dhamra Port Company Limited (DPCL) has implemented Phase I facility with a capacity of

25 MMTPA consisting of handling Coal, Iron Ore and Lime Stone handling facilities and

commenced in May, 2011.

Phase II Expansion of about 71.3 MMTPA of dry bulk, break bulk/clean and liquid/gas cargo

and 1 Million TEUs of container cargo has obtained the necessary Environmental/CRZ

Clearances from statutory authorities i.e., Ministry of Environment, Forests and Climate

Change (MoEF&CC) and Odisha Coastal Zone Management Authority (OCZMA) vide letters

F.No.11-104/2009-IA.III, dated January 01, 2014 and OCZMA-1/2012-13 dated December

20, 2012 respectively. Consent to Establish (CTE) was also obtained from Odhisa State

Pollution Control Board (OSPCB).

At present, DPCL would like to optimize the waterfront area to utilize the maximum marine

development potential and backup area usage to accommodate future cargo projections and

business requirement, therefore, DPCL intends to Revise the Master Plan based on Five

(05) Year and Thirty (30) Year Development Plan. The details of development planned are

given below:

Immediate Development (Part of Phase II Expansion for which Environmental/CRZ

Clearance has been obtained) - In addition to existing 2 berths, 3 additional bulk berths; 2

LNG/LPG/PoL/Crude Oil berths, 1 Container berth and barge facilities along with backup

facilities and independent port craft facilities, conveyor systems, drainage, water supply,

electrical works, internal roads, railway works and other utilities and amenities will be

developed to accommodate dry bulk cargo, multipurpose cargo and LNG / LPG cargo.

Total cargo handling capacity will increase from Existing 25 MMTPA to approximately

99.6 MMTPA.

Revised master plan development (05 years) – In addition to 2 existing operational

berths, additional 14 berths are proposed as part of revised master plan for first five

years. Total cargo handling capacity will be approximately 169.5 MMTPA. For easy

evacuation of cargo, a new rail, road and utilities corridor (12 km x 125 m wide) is

proposed from Northern side development of Dhamra Port.

Revised master plan development (30 years) - Total 35 berths are proposed as part of

revised master plan including 2 existing berths. In addition to that independent port craft

facilities are also proposed. Total cargo handling capacity will be approximately 314

MMTPA.

1.2 Location

The Dhamra port is located between 200 48’N to 200 56’N and Longitude 860 55’E to 870 16’E

on the East Coast of India in Bansada Tehsil, Bhadrak District of Odisha State. It is located

at a distance of 220 km from Bhubaneswar and 360 km from Kolkata. The existing port is

located to the north of Dhamra River mouth. The site provides full and natural protection for a

tranquil harbour where no breakwater is required. The location map showing the project site

is given as Figure FD0101.



1.3 Details of Project

The revised Master Plan (30 years) has been planned to handle 2,50,000 DWT vessels The

average dredge depth at berths will be (-) 20.5 m CD and the dredged depth of the approach

channel and basin area will be (-) 19.0 m CD. However, for revised Master Plan (30 years)

dredged depth of the approach channel and basin area will be (-) 22.0 m CD. The

development of the project will be carried in different phases and the details are given below:

Table 1-1: Revised Master Plan

Facility/ Component Immediate Development (MoEF&CC Approved)

Revised Master Plan (First 5 Years)

Revised Master Plan (30 Years)

Capacity (Cumulative)

99.6 MMTPA 169.5 MMTPA 314 MMTPA

Berths Proposed (Additional)

3 nos. bulk berths + 1 no. container berth + 2 no. LNG/LPG/PoL/Crude Oil berths + 1 no. barge facility + 2 Independent Port Craft facilities

1 no. bulk berth + 3 nos. container berths + 2 nos. multipurpose/liquid berths + 1 no. barge facility

4 nos. bulk berths + 2 nos. container berths + 10 nos. multipurpose/ liquid berths + 2 nos. barge facilities + 1 no. trans-loading facility

Cargo Handling Capacity (Additional)

Bulk Cargo 49 MMTPA 17 MMTPA 68 MMTPA

LNG/ LPG/PoL/Crude Oil

10 MMTPA - -

LNG/LPG/Crude Oil/PoL

2.5 MMTPA 7.5 MMTPA

Container 10.08 MMTPA 33.32 MMTPA 21.70 MMTPA

Multipurpose - 9 MMTPA 45 MMTPA

Barge 3 MMTPA 3 MMTPA 6 MMTPA

Trans-loading - - 3 MMTPA

The cargo handling capacity along with the cargo mix of the revised master plan (30 years) is

given below:

Table 1-2: Cargo Handling Capacity as per Revised Master Plan

S. No. Cargo Type Cargo Mix Cargo Handling

Capacity (MMTPA)

1. Dry bulk cargo Coal / Iron ore / limestone / Mines & Minerals & other dry bulk 159

2. Multipurpose & General Cargo

Fertilizers and raw materials for manufacture of fertilizer / food grains / sugar / clinker / cement / Project cargo / timber & wood / machines/ Iron steel products / Break Bulk etc.

47

3. Container Container (4.66 m TEUs) 66

4. Liquid and Gas

Crude oil / Naphtha / POL / LPG / LNG / Ammonia / Chemicals / Phosphoric Acid / motor spirit / Kerosene / Aviation fuel / High speed diesel / Lubricating oil / Butane / Propane / CNG / Furnace Oil / Low sulphur heavy stock / Edible oil

42

Total 314

1.3.1 Land

Revision of master plan development will be carried in total area of 2013.4 ha. This includes

Phase I (234 ha), Phase II (433 ha) area, proposed reclamation area (1075.7 ha), proposed

applied land (247.7 ha), proposed basin area (23 ha). Revised Master Plan area is falling in

the villages namely Amarnagar, Balisahi, Dosinga, Pt. Nilakanthanagar, Rabindranagar,

Kishoreprasad,Nilambarnagar, Gourprasad and Unsurveyed Area to the east of village

Gourprasad and Hrudayaprasad.



The Surveys Nos Pertaining to Revised Master Plan including Phase I and Phase II is enclosed as Appendix A.

1.4 EIA Methodology

Methodology of the EIA study involved following stages:

Reconnaissance survey and site visit

Review of available literature

Compliance to statutory requirements

Baseline environmental monitoring (terrestrial and marine environments)

Identification and Prediction of Impacts

Risk Analysis and Disaster Management Plan

Environmental Management Plan

1.4.1 Baseline Environmental Monitoring

The baseline environmental studies were carried out for terrestrial and marine environments.

The study was a combination of primary (field surveys) and secondary data collection.

Study Period: Baseline environmental monitoring is carried out by DPCL envisaging the

revised master plan proposal covering Three (03) Seasons (36 weeks or 9 months) and

same data will be utilised for the establishment of baseline conditions for both terrestrial and

marine environment. The terrestrial environment surveys covered the following seasons:

Summer season, 2014

Post monsoon season, 2014

Winter season, 2014-15

The marine environment surveys covered the following seasons:

Summer season, 2014

Post monsoon season, 2014

Winter season, 2014-15

Study Area: As per the Ports and Harbours EIA guidance manual issued by MoEF&CC, an

area within 5 km radius from project boundary for primary data generation and 15 km radius

as a buffer study area for secondary data generation is considered. A map showing the study

area is given as Figure FD0102.

1.4.1.1 Marine Environment

Marine environment in the region was studied through field studies and compilation of

secondary data and literature surveys.

Marine environmental studies were undertaken covering water quality, sediment quality,

biological aspects (planktons and benthos), mangroves, fishing and breeding grounds and

fishery resources. A reputed marine environmental monitoring institute was appointed to

carry out marine monitoring studies. A map showing marine sampling locations is enclosed

as Figure FD0103.

Marine Water Quality

Representative surface and bottom samples were collected using a NISKIN sampler. Some

of the physical parameters such as Temperature, pH, Salinity and Transparency were

observed on-site. Samples were preserved for assessing other physico-chemical and

bacteriological parameters. Methodologies used for collecting, preserving and analysing



water samples were as per standard protocols and procedures defined in standard manuals

and reference materials. Parameters that were assessed are listed below:

Physico-chemical parameters – pH, temperature, salinity, turbidity, conductivity,

suspended solids, total dissolved solids, DO, BOD, COD, chloride, sulphate, sodium,

potassium, silicate, hydrocarbons, oil and grease.

Nutrients – nitrite, nitrate, ammonia, total nitrogen, total phosphates, sulphide

Heavy Metals and Trace metals

Bacteriological parameters – Total Coliforms, Faecal Coliforms

Sediment Quality

Representative sediment samples were collected using a suitable grab sampler (Naturalist’s

Grab/Van Veen Grab). After collection, samples were sieved and subjected to physico-

chemical analysis. Parameters that were assessed include composition, texture, organic

matter and heavy metals.

Biological Aspects

Biological parameters viz., phytoplankton, zooplankton, chlorophyll-a and primary

productivity were assessed. Plankton content in coastal waters was assessed by collection of

water samples using Plankton net of suitable mesh size. All net hauls were fixed in buffered

5% Formaldehyde and stored for analysis in Laboratory. A research microscope was used

for taxonomic identification. Primary Productivity was measured following light and dark

bottle method (Gaarder and Gran, 1927, re-described Subba Rao, 2002).

Benthic Communities

Sediment samples collected for assessing physico-chemical characteristics were used for

enumerating benthic communities. Sediment samples intended for benthic communities

assessment were preserved with Rose Bengal and Formalin Solutions. Analysis of benthic

communities will include meio and macro benthos in the region.

1.4.1.2 Terrestrial Environment

Meteorology

Meteorological parameters such as wind speed, direction, relative humidity, rainfall,

temperature etc., were recorded by using automatic weather monitoring station in the study

area at One (1) location during the study period. In addition, the general meteorological data

from Climatological Tables of Indian Meteorological Department (IMD) will be used to

establish the baseline meteorological conditions of the site. For the purpose of carrying out

the air quality modelling study, site specific meteorological data (pre-processed from MM5)

for the recent year (2014 as available) will be obtained and used.

Ambient Air Quality

The ambient air quality monitoring was carried out as per CPCB/MoEF&CC guidelines. The

locations were identified with regard to the predominant wind direction, topography,

population, sensitive locations and possible impact zones. Representative Ambient Air

Quality (AAQ) was monitored at Eight (08) locations in the study area with twice a week

frequency during the study period. In addition, monitoring was also carried out at exiting

fishing harbour located at Daksin Dharma.

The measurement was carried out for establishing 24-hourly background concentrations for

Particulate Matter size less than 10 microns (PM10) and Particulate Matter size less than 2.5

microns (PM2.5), Sulphur Dioxide (SO2), Nitrogen Dioxide (NO2). For CO and HC, eight hourly



samples were collected on each monitoring day. A map showing air quality monitoring

locations is enclosed as Figure FD0104.

Ambient Noise Levels

Noise levels were measured at Nine (09) locations within the study area. Intensity of the

noise levels (Peak noise and Equivalent noise levels) was measured at hourly intervals for

24 hours once during the study period. Representative noise level measurement was carried

out as per the IS: 4954-1968 as adopted by CPCB, CPCB/IS: 4954-1968 and the CPCB/

OSHA Standards using a precision noise/sound level meter. A map showing noise level

monitoring locations is enclosed as Figure FD0105.

Inland Water Quality

Water samples were collected at the identified sources based on the type of the source, its

relevance, number of upstream and downstream users and the type of the industrial activity

in the vicinity. Water quality was monitored at Ten (10) locations within the study area.

Representative water samples were collected and analysed, once during each season, for

physico-chemical and biological characteristics. Water Quality was monitored adopting

procedures as per IS 3026 and relevant guidelines of MoEF&CC/ CPCB. A map showing

water quality monitoring locations is enclosed as Figure FD0106.

Soil Quality/Land Environment

The soil types in the study area were identified based on the review of the available data

supported with information gathered from reconnaissance survey. Representative soil

samples were collected at Ten (10) locations for various types of soils in the study area. The

collected samples were analysed once during each season for physico-chemical

characteristics. A map showing soil sampling locations is enclosed as Figure FD0107.

Terrestrial Ecology

Vegetation pattern was identified based on literature survey and field investigation. A list of

flora and fauna of terrestrial ecosystem was prepared. Endangered and dominant plant

species area will be identified. Flora and fauna in project area was assessed through field

observations and also information collected from secondary sources.

Flora and Fauna: Flora and fauna in study area was assessed by primary surveys and

collecting secondary information from sources like Forest Department and other agencies

involved in similar studies.

Floral Diversity and Species Inventory

Sampling of vegetation was done using selected samples of 100 m x 10 m belt transects for

tree species, 10 m x 10 m quadrants for shrub species and 1 m x 1 m quadrants for herb

species.

Faunal Diversity and Species Inventory (Vertebrates)

Inventory of animal species was prepared based on following methodology:

Direct observation during field visits

Interviewing local villagers and forest officials

Secondary sources such as published literature on fauna

Bio-diversity index and relative abundance index of different types of flora was established.

Cover of trees in different areas was established. Canopy cover of trees in different areas



was also established. Terrestrial flora and fauna survey was carried out as per standard

practice.

1.4.1.3 Demography and Socio-economics

The socio-economic conditions in study area will be established through collection and

review of available secondary/ published data and socio-economic data. This will include

Demographic structure covering total households, total population, population density, sex ratio, schedule caste and schedule tribe, literacy and employment.

Health Status

Cultural and aesthetic attributes in study area including places of historical and archaeological importance

Inventory of places of historical, cultural and religious importance in the study area.

Details of various economic activities, industries, fishermen details and fishing hamlets if any, will be collected

1.4.2 Establishment of Baseline Environmental Conditions

The information gathered from secondary/published data and primary surveys will be used

for presenting the baseline environmental and social conditions. The baseline levels will be

compared with the existing standards prescribed by the MoEF&CC/CPCB or GPCB. Any

critical issues in the baseline environmental conditions will be identified and adequately

addressed in the EIA report.

1.4.3 Anticipated Environmental and Social Impacts and their Mitigation Measures

Environmental attributes likely to be affected by project activities of the revised master plan

of Dhamra Port will be identified and impacts will be assessed. Project activities of the

revised master plan can be broadly classified into construction and operation phase

activities.

Construction phase activities will include capital dredging, reclamation, cargo berths, cargo

storage areas, intake and outfall, rail /road connectivity, water treatment facilities and

installation of cargo handling equipment, development of internal infrastructure.

Operation phase activities will include maintenance dredging, cargo handling, movement of

ships calling at port, movement of tugs and port crafts, cargo storage and inland cargo

movement. Most appropriate and accepted methods will be used to quantify impacts likely to

arise due to development of Dhamra Port as per the revised master plan.

The mitigation measures proposed to minimise/avoid each of the likely impacts that occur

during construction and operation phases will be discussed in detail.

1.4.3.1 Marine Environment

Impacts on marine ecology will be studied both for construction and operation phases of port

expansion as per the revised master plan. Based on development plan, impacts will be

identified and predicted both for construction and operation phases. Impact on environment

will be studied with respect to following project activities:

Construction Phase

o Dredging and disposal of dredged material

o Marine water quality

o Impact on Nesting areas of Turtles

o Impact on fishing communities



o Reclamation of back-up area

o Construction of cargo berths

o Construction of Sea water intake (for LNG/LPG Regasification)/outfall for Desalination

Plant and LNG/LPG Regasification unit.

Operation Phase (Maintenance Dredging and Disposal; Ship Movement; Cargo Handling, Seawater intake/marine outfall)

o Marine water quality

o Marine ecology

o Fishing communities.

o Impact on Shoreline/Coastline

o Sediment Transport

Appropriate available models will be used to quantify the impacts due to dredge spoil

disposal, various discharges, shoreline, hydrodynamics in and around mangrove areas etc.,

1.4.3.2 Air Environment

Construction phase will involve movement of construction material to project area, site

clearing, vehicular emissions, emissions from construction machinery, etc. which in turn

could influence ambient air quality in the region through build-up of dust levels and gaseous

emission levels.

Impacts on air environment during operation phase are envisaged in terms of fugitive

emissions during Bulk cargo handling/storage and transportation, LNG regasification process

and emissions from ships. These might result in increased levels of PM, CO, NOX and SO2.

Build-up of pollutant levels due to these emissions will be arrived through modelling studies

using Gaussian Dispersion Models (ISCST3/ AERMOD). Mitigation measures will be

accordingly suggested.

1.4.3.3 Noise

Generally, the activities which tend to impact the air environment also equally impact the

noise levels. The impacts on the noise levels during the construction phase could arise from

vehicular traffic, construction machinery, DG sets and transportation of construction material

to the site.

Further, during the operation phase, noise might be generated due to cargo handling

operations, transport through conveyors, DG sets and vehicular traffic and the same will be

felt upon the work personnel operating in the respective areas. Impacts will be evaluated

qualitatively taking into consideration the noise generating sources together with

environmental conditions and the receptors.

1.4.3.4 Water Environment

The impacts on inland water quality would arise from wastewater, floor washings etc. and the

proposed treatment and disposal options. The qualitative impact assessment would cover

impacts on the surface water bodies, if any, in the project region. The runoffs containing

contaminated water during construction and operational phases of the project can affect the

water environment, if not properly controlled. The impacts will be addressed and subsequent

mitigation measures will be accordingly included in the study.



Impacts will also be assessed on water resources of the region due to the proposed project

by carrying out the competing user’s analysis. Water balance diagram will be prepared with

due emphasis on recycling and reuse.

1.4.3.5 Land Environment

The impacts on the land environment during the construction and operation phase will largely

result from reclamation, soil erosion, disposal of construction materials and change in land

use patterns. The impacts on the land environment will be evaluated qualitatively considering

the activities involved in the construction and operation phases.

1.4.4 Analysis of Alternatives

Since, Dhamra port has already been established and operational, for expansion of the port

no other site selection criterion has been considered.

1.4.5 Environmental Monitoring Programme

Environmental Monitoring Programme covering the technical aspects (including

methodology, parameters, frequency, location, etc., and detailed budget) of monitoring to

check the effectiveness of mitigation measures during construction and operation phases will

be prepared.

1.4.6 Additional Studies

1.4.6.1 Public Consultation

In line with the requirements of EIA Notification, 2006 (as amended) for Category A projects,

Public Hearing for Revised master Plan of Dhamra Port will be conducted. For conducting

Public Hearing, the Draft EIA Report will be prepared as per ToR and Executive summaries

in English and Local (Odia) languages will be submitted to Odisha State Pollution Control

Board (OSPCB).

1.4.6.2 Risk Analysis

Risk analysis will be carried out for liquid/gas terminals and storage tanks proposed in the

development plan. Maximum inventory of storage at site will be taken into account. Potential

hazards will be identified through Consequence Analysis and Fire & Explosion hazards.

Hazard Identification

The hazard identification consists of a qualitative review of possible accidents that may

occur. Hazard identification describes the boundaries of a study in terms of materials and

release conditions to be modelled, impact criteria to be used, and identifying and selecting a

list of failure cases that will fully capture the hazard potential of the facilities to be studied.

Consequence Analysis

Consequence analysis evaluates the resulting effects if the accidents occur, and their impact

on people, equipment and structures and environment or business etc. Estimation of

consequences of probable events identified through hazard identification.

Risk Reduction/Mitigation

Risk reduction and mitigation is necessary to bring the risks to acceptable level. Mitigation

measures based on risks evaluated will be suggested.



1.4.6.3 Disaster Management Plan

A broad Disaster Management Plan (DMP) will be prepared in conjunction with and taking

into consideration all technical reviews and suggestions as per acceptable norms. The

measures to be followed during pre-cyclone, during cyclone and post cyclone will be

provided as part of the DMP and a broad Oil Spill Contingency Plan will also be prepared for

the accidental spills, if any.

1.4.6.4 Social Impact Assessment

The social impacts associated during construction phase such as land acquisition, impact on

fishing activities, impact on local infrastructure, etc. will be provided and social impacts

during operation phase in terms of impact on fishing activities, employment generation, etc.

will be addressed.

1.4.6.5 Traffic and Transportation Management Plan

Traffic surveys carried out by DPCL to estimate the present traffic scenario in the project

region and also traffic projections due to the proposed expansion will be presented in EIA

report. A transportation management plan as suggested will be also be included in EIA.

1.4.6.6 Storm water drainage study for project site and surrounding areas

Two to three natural third/fourth order drains are passing through the project site, therefore,

storm water drainage network will be designed by diverting the drains flowing across the

project site. The drain in and around project site area will be designed to safely carry the

runoff generated due to rainfall. Outlets will be developed for the storm water towards natural

sloping which can be used during monsoon and will be connected to existing drainage

network if any. The details of the same shall be studied and covered as a part of EIA studies.

1.4.6.7 Status of Previous Phases EC compliances

Both Phase I and Phase II Environmental/CRZ clearance compliance status will be provided

in the EIA report.

1.4.7 Project Benefits

The project benefits in terms of improvements in the physical infrastructures and social

infrastructure, employment potential and other tangible benefits will be discussed in detail in

EIA report.

1.4.8 Environmental Management Plan

An Environmental Management Plan (EMP) will be formulated for the revised master Plan of

Dhamra port. EMP will address mitigation measures for each area i.e. air, water, soil, water

environment, solid waste, green areas, etc. separately, covering all relevant aspects as per

the recommendations and requirement of MoEF&CC. Based on the identified potential

impacts associated with the project, an EMP will be framed for the construction and

operation phases of the project, which will include:

Pollution abatement and adequacy of control measures

Green belt development plan (suggesting suitable species, width of plantation, spacing,

etc.)

Water recycle and reuse for green belt development and irrigation

Recommendations of measures for noise measurement



Suitable mitigation measures for various potential impact causing activities

Environmental monitoring programme during construction and operation phases

Budgetary estimates for implementation

Institutional mechanism for implementation of EMP

1.4.9 HTL/LTL, CRZ Demarcation

Revised Master Plan superimposed on existing authorized HTL/LTL, CRZ map and same is

enclosed as Appendix B.

1.4.10 Structure of EIA Report

Based on above studies, the EIA report will be compiled and submitted to MoEF&CC for

seeking Environmental and CRZ Clearance. The structure of EIA report will be as per

Appendix III of EIA Notification, 2006 and also EIA Guidance Manual for Ports and Harbours,

2010 released by MoEF&CC.

Chapter-I: Introduction - describes the introduction to project, background of study,

scope and objectives of study and approach adopted to carry out the study.

Chapter-II: Project Description - describes the basic features of project, basis and

considerations, project operations and CRZ compatibility.

Chapter-III: Analysis of Alternatives - describes the alternatives considered in the layout

selection

Chapter-IV: Description of Environment - describes the baseline environmental status

covering both terrestrial and marine environments

Chapter-V: Anticipated Environmental Impacts & Mitigation Measures - describes the

potential impacts due to project activities on environment and their mitigation

measures

Chapter-VI: Environmental Monitoring Programme - describes the technical aspects of

monitoring the effectiveness of mitigation measures (incl. Measurement

methodologies, frequency, location, and detailed budget)

Chapter–VII: Additional Studies - describes Social Impact Assessment, Risk Analysis and

DMP

Chapter–VIII: Project Benefits - describes the project benefits

Chapter – IX: Environmental Management Plan- Describes the administrative aspects of

ensuring the mitigative measures that are going to be implemented

Chapter – X: Summary and Conclusion- Overall justification for implementation of the

project, impact evaluation and mitigation and project benefits including CSR.

Chapter – XI: Disclosure of Consultants Engaged - describes the Consultants engaged

with their brief profile and nature of the Consultancy rendered.

FIGURES

APPENDIX A

1

PLOTS FOR PHASE-I

Village Khata No Plot No Area in Acre

Amarnagar 116 320/382 61.54

Balisahi 92 310 1.54




Balisahi 94 314/454(P) 0.32


Dosinga 185 677/907(P) 1.70

Dosinga 185 680/912 15.52

Dosinga 185 680/740 0.46

Dosinga 185 676/905(P) 1.30

Dosinga 185 678/906(P) 1.30

Dosinga 183 684 6.37

Dosinga 183 692 6.81

Dosinga 183 693 7.50

Dosinga 183 696 7.27

Dosinga 183 697 0.05

Dosinga 183 698 2.93

Dosinga 183 699 8.94

Dosinga 5 355/796 2.45

Dosinga 5 355/808 0.38

Dosinga 7 417 0.03

Dosinga 7 418 0.02

Dosinga 7 419 0.31

Dosinga 9 364p 2.6

Dosinga 9 363 0.08

Dosinga 9 358 0.03

Dosinga 9 364/715 1

Dosinga 10 379 0.92

Dosinga 10 381 0.46

Dosinga 10 586 0.47

Dosinga 10 587 0.04

Dosinga 10 379/785 0.48

Dosinga 20 365 1.54

Dosinga 23 375 0.1

Dosinga 27 329 0.73

Dosinga 27 402 0.03

Dosinga 27 403 0.04

2

Dosinga 27 404 0.09

Dosinga 27 405 0.04

Dosinga 27 406 0.1

Dosinga 31 588 0.33

Dosinga 32 391 0.14

Dosinga 32 393 1.58

Dosinga 32 394 1.56

Dosinga 33 299 1.58

Dosinga 33 366 0.03

Dosinga 33 367 5.14

Dosinga 34 370 0.9

Dosinga 34 372 1.15

Dosinga 34 619 0.27

Dosinga 34 620 0.06

Dosinga 34 621 0.03

Dosinga 34 622 0.02

Dosinga 35 395 3.36

Dosinga 35 396 1.04

Dosinga 35 397 0.06

Dosinga 35 398 0.08

Dosinga 35 399 0.01

Dosinga 35 400 0.1

Dosinga 35 401 0.45

Dosinga 36 438 2

Dosinga 37 651 1.11

Dosinga 42 426p 0.21

Dosinga 42 429 0.26

Dosinga 42 437 2.1

Dosinga 43 379/716 0.95


Dosinga 43 295 0.1

Dosinga 43 296 0.22

Dosinga 43 385 1.44

Dosinga 43 386 1.85

Dosinga 43 581 0.2

Dosinga 46 312 4.12

Dosinga 46 313 0.12

Dosinga 46 314 0.06


Dosinga 46 308/712 0.06


3

Dosinga 50 652 0.11

Dosinga 54 663 0.73

Dosinga 54 664 0.12

Dosinga 54 665 0.09

Dosinga 54 666 0.23


Dosinga 56 330/803 0.15

Dosinga 56 336/788 0.35

Dosinga 58 302 1.02

Dosinga 58 328 1.33

Dosinga 58 303 0.06

Dosinga 58 304 0.04

Dosinga 58 305 0.02

Dosinga 58 306 0.16

Dosinga 58 307 0.08

Dosinga 58 308/711 0.12

Dosinga 59 288/710 0.04

Dosinga 64 407 0.03

Dosinga 65 449p 0.2

Dosinga 66 437/720p 1.8

Dosinga 66 438/721 1.95

Dosinga 68 596 0.12

Dosinga 68 608 0.08

Dosinga 69 373 0.72

Dosinga 69 374 3.35

Dosinga 69 597 0.07

Dosinga 69 598 0.1

Dosinga 69 599 0.14

Dosinga 69 600 0.04

Dosinga 69 601 0.06

Dosinga 69 602 0.06

Dosinga 69 603 0.09

Dosinga 69 604 0.02

Dosinga 69 605 0.02

Dosinga 69 606 0.36

Dosinga 69 607 0.38

Dosinga 181/177 355/799p 0.3

Dosinga 75 625 2.68

Dosinga 75 626 0.88

Dosinga 75 636 0.46

Dosinga 75 637 0.09

4

Dosinga 75 638 0.07

Dosinga 75 639 0.09

Dosinga 77 371/784 0.5

Dosinga 82 270 0.08

Dosinga 82 271 0.15

Dosinga 82 272 0.08

Dosinga 82 273 0.21

Dosinga 83 421 0.07

Dosinga 85 613 0.03

Dosinga 85 614 0.06

Dosinga 85 615 0.03

Dosinga 85 616 0.27

Dosinga 85 371/783 1



Dosinga 89 357 1.99

Dosinga 89 772/824 1

Dosinga 98 371 1

Dosinga 100 343 0.04

Dosinga 100 344 4.18

Dosinga 101 381/718 0.89

Dosinga 103 640 0.9

Dosinga 103 651/779 0.06

Dosinga 116 340 0.06

Dosinga 116 341p 5.26

Dosinga 117 378 0.03

Dosinga 117 583 0.06

Dosinga 117 584 0.03

Dosinga 117 585 0.41

Dosinga 117 379/717 0.92

Dosinga 118 586/723 0.07

Dosinga 119 300 0.98

Dosinga 120 377 1.42

Dosinga 120 380 1.35

Dosinga 120 590 0.06

Dosinga 120 591 0.49

Dosinga 120 592 0.12

Dosinga 120 593 0.07

Dosinga 120 379/789 0.57

Dosinga 120 376 0.14

Dosinga 120 594 0.19

5

Dosinga 121 287/795 0.07

Dosinga 126 329/787 0.5

Dosinga 129 640/781 0.63

Dosinga 130 647 0.01

Dosinga 130 648 0.43

Dosinga 130 649 0.13

Dosinga 130 650 0.07


Dosinga 131 563p 0.15

Dosinga 131 564p 1.22

Dosinga 131 565 4.16

Dosinga 131 566 0.06

Dosinga 131 567 0.32

Dosinga 131 568 0.7

Dosinga 131 569 0.22

Dosinga 132 640/780 0.9

Dosinga 133 623 1.02

Dosinga 133 624 2.43

Dosinga 133 627 0.04

Dosinga 133 628 0.06

Dosinga 133 629 0.14

Dosinga 133 630 0.22

Dosinga 133 631 0.02

Dosinga 133 632 0.06

Dosinga 133 633 0.32

Dosinga 135 658 0.28

Dosinga 135 659 0.07

Dosinga 135 660 0.18

Dosinga 135 661 0.16

Dosinga 135 662 1.13

Dosinga 136 388 0.72

Dosinga 136 389 0.18

Dosinga 136 390 0.25

Dosinga 136 392 0.1

Dosinga 136 571 0.22

Dosinga 136 572 0.22

Dosinga 148 297p 8.96

Dosinga 150 408 0.18

Dosinga 150 409 0.18

Dosinga 150 410 0.06

Dosinga 150 411 0.7

6

Dosinga 152 574 0.01

Dosinga 152 576 0.01

Dosinga 153 651/778 1.11

Dosinga 155 448 0.75

Dosinga 158 375 0.08

Dosinga 161 344/772 0.5

Dosinga 161 312/773 1

Dosinga 163 241p 0.28

Dosinga 163 324 1.51

Dosinga 163 325 0.65

Dosinga 165 289/812p 0.32

Dosinga 167 355 0.03

Dosinga 168 332p 3.75

Dosinga 173 383 1.08

Dosinga 173 384 1.12

Dosinga 173 579 0.45

Dosinga 173 580 0.17

Dosinga 173 582 0.07

Dosinga 173 577 0.23

Dosinga 173 578 0.12

Dosinga 173 576/828 0.21

Dosinga 175 308 0.13

Dosinga 175 309 0.2

Dosinga 177 287 0.09

Dosinga 177 311 0.05


Dosinga 178 326p 2.58

Dosinga 178 327 1.38

Dosinga 179 356 0.1

Dosinga 179 355/714 1

Dosinga 179 355/756 0.25

Dosinga 179 355/798 0.4

Dosinga 179 355/713 1.64

Dosinga 181 573 0.22

Dosinga 181/2 595 0.34

Dosinga 181/3 375/805 0.86

Dosinga 181/4 375/806 0.86

Dosinga 181/5 376/807 1.18

Dosinga 181/6 433p 0.73

Dosinga 181/6 434 0.08

Dosinga 181/7 431/967p 0.27

7

Dosinga 181/8 431 0.28

Dosinga 181/8 437/719 1.06

Dosinga 181/8 438/722 1.08

Dosinga 181/8 434/971 0.02

Dosinga 181/8 436 0.06

Dosinga 181/8 435 0.12

Dosinga 181/16 311/819 0.5

Dosinga 181/17 421/496 0.06

Dosinga 181/17 414 0.6

Dosinga 181/17 415 1.23

Dosinga 181/17 416 1.17

Dosinga 181/23 574/825 0.04

Dosinga 181/24 576/827 0.06

Dosinga 181/24 574/826 0.19

Dosinga 181/24 368/831 0.94

Dosinga 181/26 368/830 1

Dosinga 181/34 624/839 0.23

Dosinga 181/35 371/840 0.5

Dosinga 181/36 236/843 0.6

Dosinga 181/36 286/855p 0.21

Dosinga 181/36 287/856 0.08

Dosinga 181/38 420 0.02

Dosinga 181/38 422 0.19

Dosinga 181/40 413 0.8

Dosinga 181/42 355/797 0.6

Dosinga 181/43 355/861 1.34

Dosinga 181/44 324/846p 1.56

Dosinga 181/56 310/860 0.94

Dosinga 181/65 311/859 0.54

Dosinga 181/56 387 1.5

Dosinga 181/63 310 1

Dosinga 181/65 423 0.02

Dosinga 181/65 424 0.03

Dosinga 181/65 425 0.52

Dosinga 181/67 626/871 0.5

Dosinga 181/68 328/872 1.2

Dosinga 181/78 234 0.13

Dosinga 181/87 332/863 3.09

Dosinga 181/88 674 0.18

Dosinga 181/88 675 0.02

Dosinga 181/91 370/888 2

8

Dosinga 181/97 344/895p 0.62

Dosinga 181/98 636/896 0.16

Dosinga 181/99 588/897 0.2

Dosinga 181/101 623/899 0.29

Dosinga 181/102 623/900 0.14

Dosinga 181/103 623/901 0.43

Dosinga 181/103 624/902 0.5

Dosinga 181/104 309/903 1

Dosinga 181/105 301 2.01

Dosinga 181/106 641 0.06

Dosinga 181/106 642 0.17

Dosinga 181/106 644 0.12

Dosinga 181/107 298p 0.82

Dosinga 181/110 781/911 0.24

Dosinga 181/113 342/914 0.45

Dosinga 181/114 372/915 0.25

Dosinga 181/115 370/916 1.02

Dosinga 181/118 382 0.05

Dosinga 181/118 381/920 0.39

Dosinga 181/120 368 0.98

Dosinga 181/120 372/640 0.5

Dosinga 181/122 289/924 0.18

Dosinga 181/126 652/929 0.25

Dosinga 181/127 652/930 0.25

Dosinga 181/128 652/931 0.25

Dosinga 181/129 652/932 0.64

Dosinga 181/129 653 0.04

Dosinga 181/129 654 0.08

Dosinga 181/129 655 0.08

Dosinga 181/129 656 0.32

Dosinga 181/130 331/933 0.99

Dosinga 181/131 309/937 1

Dosinga 181/131 331 0.14

Dosinga 181/131 342/934 0.27

Dosinga 181/137 342 2

Dosinga 181/139 316p 0.01

Dosinga 181/139 318p 0.04

Dosinga 181/140 575/939 0.01

Dosinga 181/142 617 0.21

Dosinga 181/142 618 0.08

Dosinga 181/142 619/942 0.21

9

Dosinga 181/142 372/943 0.04

Dosinga 181/143 308/944 0.01

Dosinga 181/143 309/945 0.2

Dosinga 181/144 412 0.7

Dosinga 181/150 781/958 0.04

Dosinga 181/151 781/910 0.04

Dosinga 181/152 302/959 0.26

Dosinga 181/152 305/960 0.01

Dosinga 181/152 306/961 0.06

Dosinga 181/154 671 0.13

Dosinga 181/154 672 0.1

Dosinga 181/154 673 0.43

Dosinga 181/156 643 0.22

Dosinga 181/157 288 0.36

Dosinga 181/158 416/964 0.2

Dosinga 181/158 416/965 0.13

Dosinga 181/159 386/972 0.5

Dosinga 185 679/727 0.70

Dosinga 185 680/739 1.32

Dosinga 156 685 0.04

Dosinga 156 686 0.07

Dosinga 156 687 0.04

Dosinga 156 688/749 2.85

Dosinga 166 691/751 0.16

Pt. Nilakanthanagar 1 1 6.75

















10

PLOTS FOR PHASE-II










Rabindranagar 78 219 3.90

Rabindranagar 78 225/314 4.90

Village Khata No Plot No Area in Acre

Kishorepradsad 92 246 0.08




Nilambarnagar 1 1 77.32




















11

PLOTS FOR REVISED MASTER PLAN

Village Khata No

Plot No

Area in Acre






Gourprasad 87 285 0.17





Unsurveyed Area to the east of village Gourprasad and Hrudayaprasad



APPENDIX B

6-3-1192/1/1, 5th Floor, Block No.3,

White House, Kundan Bagh, Begumpet, Hyderabad – 500 016

Ph: 91-040-40354444; Fax: 91-040-40354430

L&T Infrastructure Engineering Limited (formerly known as L&T-Ramboll Consulting Engineers Limited)

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DHAMRA PORT COMPANY LIMITED (DPCL)environmentclearance.nic.in/writereaddata/Online/TOR/0_0... · 2016-01-07 · Dhamra Port is one of the deepest ports of India located in Bhadrak