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Techniche Engineering Private Limited

Pune

Contact no. +91 8446377225

Website: http://www.techniche-engg.com


PRE-FEASIBILITY REPORT

URAN 1500 KWA TIDAL POWER PLANT,

India

1500KWA TIDAL POWER PLANT

Document No. 2016-TEPL-0060-RPT-0001

Rev. A

Date Issued: 2nd September, 2016

SHRI SADGURU KRIPA PVT. LTD

Address: 609 Shree Moreshwar app

Mahatma Phule Nagar Kalwa (W)-400605

http://www.techniche-engg.com/


URAN URAN 1500 KWA TIDAL POWER PLANT, India

Document Number Document Title Page of 28

2016-TEPL-0060-RPT-0001 PRE-FEASIBILITY REPORT Rev. A

Date 06-Sept-2016

Revision History Sheet:

REVISION NO. DATE DESCRIPTION

A 2-9-2016 Issued for Comments

Document History:

Prepared By Reviewed By Approved By

RD AA NS

Techniche Engineering Pvt. Ltd. Techniche Engineering Pvt. Ltd. Techniche Engineering Pvt. Ltd.

Note/Instructions (if any)





Date 06-Sept-2016

EXECUTIVE SUMMARY

M/s. Techniche Engineering Private Limited (TEPL) has been granted the project to carry out

the Environmental Impact Assessment studies for proposed project of 1500KWA Tidal

Power Plant put forth by M/s Sadguru Kripa Tidal Power Private Limited. This document

covers the pre feasibility study required for the environmental clearance. The

Environmental Impact Assessment study will be carried out in order to assure that the

project is executed taking into account environmental considerations.

The goal of the proposed project is to generate electricity from tidal waves to meet

increasing demand of electricity in an eco friendly manner. Since a renewable source of

energy is used for generation of the highly demanded entity that is electricity, it assures to

provide long-lasting facilities. Electricity will be generated at an average rate of 1500KWA.

The Tidal Power plant is located in Khopte village, Uran. Karanja creek is connected to

Arabian Sea. This creek splits into Dhutum creek and Chirner creek. The suitability of the

proposed site is appropriate considering its geographical location and topography.

The proposed system will consist of sea basin, tidal storage reservoir, sluice gates, turbines,

penstock, water pumping station and a dam. The estimated cost of the project is

approximately 10 Crores.





Date 06-Sept-2016

TABLE OF CONTENTS

EXECUTIVE SUMMARY ............................................................................................................................ 3

TABLE OF CONTENTS ............................................................................................................................... 4

LIST OF TABLES ........................................................................................................................................ 7

LIST OF FIGURES ...................................................................................................................................... 7

ABBREVIATIONS ...................................................................................................................................... 8

1. INTRODUCTION ............................................................................................................................... 9

1.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ........................................................... 9

1.2 PROJECT PROPONENT ................................................................................................................... 9

1.3 BRIEF DESCRIPTION OF NATURE OF PROJECT............................................................................... 9

1.4 NEED FOR THE PROJECT ................................................................................................................ 9

1.5 DOMESTIC MARKET ...................................................................................................................... 9

1.6 EMPLOYMENT GENERATION ...................................................................................................... 10

2. PROJECT DESCRIPTION ................................................................................................................. 11

2.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY........... 11

2.2 LOCATION .................................................................................................................................... 11

2.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED

SITE, PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE

HIGHLIGHTED ...................................................................................................................................... 14

2.4 SIZE OR MAGNITUDE................................................................................................................... 14

2.5 PROJECT DESCRIPTION WITH PROCESS DETAILS ........................................................................ 14

2.6 AVAILABILITY OF WATER, ITS SOURCES, ENERGY/POWER REQUIREMENT AND SOURCE

SHOULD BE GIVEN .............................................................................................................................. 18

2.6.1 WATER REQUIREMENT ....................................................................................................... 18

2.6.2 ELECTRICITY AND FUEL REQUIREMENT .............................................................................. 18

2.7 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR

MANAGEMENT/DISPOSAL .................................................................................................................. 19

2.7.1 WASTE WATER GENERATION AND MANAGEMENT PLAN .................................................. 19





Date 06-Sept-2016

2.7.2 SOLID AND HAZARDOUS WASTE GENERATION AND WASTE MANAGEMENT .................... 19

3. SITE ANALYSIS ............................................................................................................................... 22

3.1 CONNECTIVITY ............................................................................................................................ 22

3.2 LAND FORM, LAND USE AND LAND OWNERSHIP ....................................................................... 22

3.3 TOPOGRAPHY .............................................................................................................................. 22

3.4 EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE, FOREST, WATER

BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST DISTANCES FROM THE PERIPHERY OF THE

PROJECT TO PERIPHERY OF THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO

SENSITIVE AREAS, WATER BOIES(DISTANCE FROM HFL OF THE RIVER), CRZ. IN CASE OF THE

NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTE NOTIFICATION SHOULD BE GIVEN. ............. 22

3.5 EXISTING INFRASTRUCTURE ........................................................................................................ 23

3.6 SOIL CLASSIFICATION .................................................................................................................. 23

3.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................................... 23

3.8 SOCIAL INFRASTRUCTURE AVAILABLE ........................................................................................ 23

4. PLANNING BRIEF ........................................................................................................................... 24

4.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES, TRANSPORTATION ETC) TOWN

AND COUNTRY .................................................................................................................................... 24

4.2 POPULATION PROJECTION .......................................................................................................... 24

4.3 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.) ............................................ 24

4.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL) ......................................... 24

4.5 AMENITIES/FACILITIES ................................................................................................................ 24

5. PROPOSED INFRASTRUCTURE ...................................................................................................... 25

5.1 INDUSTRIAL AREA (PLEASE PROVIDE) ......................................................................................... 25

5.2 RESIDENTIAL AREA ...................................................................................................................... 25

5.3 GREEN BELT ................................................................................................................................. 25

5.4 SOCIAL INFRASTRUCTURE ........................................................................................................... 25

5.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/ WATER WAYS ETC) ... 25

5.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) .......................................... 25





Date 06-Sept-2016

5.7 SEWERAGE SYSTEM .................................................................................................................... 25

5.8 SOLID WASTE MANAGEMENT ..................................................................................................... 25

5.9 POWER REQUIREMENT & SUPPLY/SOURCE ............................................................................... 25

6. REHABILITATION AND RESETTLEMENT (R & R) PLAN ................................................................. 26

6.1 POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THE PROJECT AFFECTED

PERSONS INCLUDING HOME OUSTEES, LAND OUSTEES AND LANDLESS LABORERS ......................... 26

7. PROJECT SCHEDULE & COST ESTIMATES .................................................................................... 27

7.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF COMPLETION (TIME

SCHEDULE FOR THE PROJECT TO BE GIVEN). ..................................................................................... 27

7.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF

THE PROJECT. ...................................................................................................................................... 27

8. ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) ............................................................. 28





Date 06-Sept-2016

LIST OF TABLES

Table 1: Identification of project ............................................................................................................ 9

Table 2: Electricity Requirement ........................................................................................................... 18

Table 3: Fuel requirement..................................................................................................................... 18

Table 4: Construction phase waste ....................................................................................................... 19

Table 5: Operational phase waste ........................................................................................................ 21

Table 6: Site connectivity ...................................................................................................................... 22

Table 7: Land use planning ................................................................................................................... 24

LIST OF FIGURES

Figure 1: Geographical location of the site ........................................................................................... 11

Figure 2: Vicinity to the Proposed Site (5 km radius)............................................................................ 12

Figure 3: 10 Km Radius Map from the Location of the Plant ................................................................ 12

Figure 4: Site Location ........................................................................................................................... 13

Figure 5: Uran District Map ................................................................................................................... 13

Figure 6: Schematics of the process ..................................................................................................... 15

Figure 7: Working OF Tidal Power Plant for Higher High Tide Reservoir .............................................. 17

Figure 8: Working of Tidal Power Plant for Lower Low Tide Reservoir ................................................ 17





Date 06-Sept-2016

ABBREVIATIONS

Sq.m Square meters

MCZMA Maharashtra Coastal Zone Management Authority

KWA Kilowatts

MEDA Maharashtra Energy Development Agency

CRZ Coastal Regulation Zone

EIA Environmental Impact Assessment

KLD Kilo Litres Per Day

MSEDCL Maharashtra State Electricity Distribution Company Limited

ETP Effluent Treatment Plant

R&D Research & Development

MIDC Maharashtra Industrial Development Corporation





Date 06-Sept-2016

1. INTRODUCTION

1.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

Table 1: Identification of project

PROJECT NAME URAN TIDAL POWER PLANT

LOCATION OF THE SITE VILLAGE: KHOPTE DISTRICT: URAN STATE: MAHARASHTRA

LOCATION LATITUDE: 18˚53’16.46” N LONGITUDE: 73˚0’41.49” E

TOPOSHEET NUMBER 389/1992 and 816/2005

PROPOSED PRODUCTION ELECTRICITY: 1500KWA

1.2 PROJECT PROPONENT

M/s Sadguru Kripa Power Private Limited has proposed to generate electricity from

tidal waves. The proposed area is 2134000 Sq.m. The site is situated in Khopte village,

Uran district. The proprietor of the project worked out on the possibility of power

generation from tidal waves. After taking into consideration the environmental and

technical aspects, the appropriate location was decided. The project is submitted to

MEDA, Ministry Of New Renewable Energy, MCZMA and Maritime board.

1.3 BRIEF DESCRIPTION OF NATURE OF PROJECT

The project has been proposed for power generation of 1500 KWA which is to be

completed in the upcoming five years. The site is located in Karanja creek (250-300m

wide) which splits into Dhutum and Chirnar creek. Dhutum creek is 4.5 km long and

100m wide whereas Chirner creek is about 3.5km long and 50m wide.

1.4 NEED FOR THE PROJECT

The proposed project falls in the Khopte village which is devoid of industrial growth.

The earning sources of the region are limited mostly extending to agriculture and

fishing. Employment opportunities would be generated extensively during the

construction and infrastructural works. The basic objective of the project is to generate

electricity to meet the growing demand of the increasing population.

1.5 DOMESTIC MARKET

The domestic market for the Tidal Power Plant includes Electricity distribution.





Date 06-Sept-2016

1.6 EMPLOYMENT GENERATION

About 8-10 people will be employed during the operation period and about 50 people

will be employed during the construction period.





Date 06-Sept-2016

2. PROJECT DESCRIPTION

2.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT

PROJECTS, IF ANY

Type of project: Tidal Power Plant

This is an independent project and there are no interlinked projects involved. The

project falls under category A project as per EIA notification.

2.2 LOCATION

LATITUDE: 18˚53’16.46” N

LONGITUDE: 73˚0’41.49” E

Figure 1: Geographical location of the site





Date 06-Sept-2016

Figure 2: Vicinity to the Proposed Site (5 km radius)

Figure 3: 10 Km Radius Map from the Location of the Plant





Date 06-Sept-2016

Figure 4: Site Location

Figure 5: Uran District Map





Date 06-Sept-2016

2.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF

SELECTING THE PROPOSED SITE, PARTICULARLY THE ENVIRONMENTAL

CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED

There are no alternate sides considered since the suitability of the project matches best

with the current geographical location and topography.

Environmental considerations:

The operation of the tidal power plant is mostly emission free. As a general trend, as the

capacity of the tidal generation increases it reduces the load on the conventional

electricity generation required and reduces green house gas emission.

The turbines are designed to turn at low rotation speeds which are considered unlikely

to injure fish, marine mammals and diving birds. Screens placed in front of the blades

can further deterrent to injuries and deaths.

2.4 SIZE OR MAGNITUDE

The proposed size of operation is 10m*10 m while the magnitude of the operation is

1500 KWA.

2.5 PROJECT DESCRIPTION WITH PROCESS DETAILS

A schematic diagram/flowchart showing the project layout is shown below. Components

of the project and working are also mentioned in the information below.





Date 06-Sept-2016

Process flow Diagram:

Figure 6: Schematics of the process

Process description:

DAM: A dam is placed across an inlet or an estuary. Sluice gates are opened to allow the

basin to fill during the incoming flood tide. The gates are then closed and the water is

held until ebb tide creates a suitable head (i.e. dropping elevation from the water source

to the power generation). Water is then released through turbines and produces

electrical energy.

This continues until the water level behind the dam reaches minimum operating point

and the sluice gates are closed. As the tide again begins to rise, the sluice gates are again

opened to enable the repetition of the cycle.

TIDAL TURBINE: The major component of the tidal energy plant is the turbine that

captures the kinetic energy of the ocean current. The given location could contain one or

many tidal turbines, depending upon the intended use. Utility scale tidal energy facilities

would generate a large amount of electricity that would be transmitted from a near

shore tidal energy plant to many users through a transmission system, similar to that of

any commercial power plant. Grid synchronization occurs via a variable speed drive and

setup transformer to a suitable voltage level.

Similarly, during the low tide the water does not get stored in the basins, it is equivalent

to the sea level and thus is utilized for generating electricity directly.

GENERATED

ELECTRICITY

OUTPUT WATER

TO SEA

GENERATOR INPUT WATER

FROM BASIN

TURBINES





Date 06-Sept-2016

The components of the plant:

1. Sea basin: Sea basin plays a vital role in the tidal power generation. Water from the

sea basin ultimately gets stored in the Lower Low Tide Water Storage Tidal Reservoir and

Higher High Tide Water Storage Tidal Reservoir.

2. Lower low tide water storage tidal reservoir: At the time of low tide, sea water level

and lower low tide level is the same. When sluice door are open, water stored in the

lower low tide, drains away at the same time the water enters from the creek.

3. Higher high tide water storage tidal reservoir: At the time of high tide by opening the

sluice door, the sea water can be stored at about 4-5m level. When low tide occurs sluice

doors are closed thus maintaining the water level.

4. Power plant: it consists of-

a. Penstock: The penstock arrangement is like ‘I’. It can be constructed near high tide

water storage tidal reservoir.

b. Turbine: Turbines are used for generating electricity. When water falls on the

turbine, it rotates and thus generates electricity. The water falls over the turbines and

flows into the sea basin when the valves of sea basin draft tube penstock opens.

c. Water Pumping Station: Water pumping station is used to increase the annual power

plant load factor. At the time of neap tide, working of the power plant stops. At this stage

water pumping station can be used.





Date 06-Sept-2016

Figure 7: Working OF Tidal Power Plant for Higher High Tide Reservoir

Figure 8: Working of Tidal Power Plant for Lower Low Tide Reservoir





Date 06-Sept-2016

2.6 AVAILABILITY OF WATER, ITS SOURCES, ENERGY/POWER REQUIREMENT

AND SOURCE SHOULD BE GIVEN

2.6.1 WATER REQUIREMENT

The details for drinking water, domestic purposes and plantation are mentioned below:

Construction phase 51.5 KLD

Operation phase 1.3 KLD

Drinking water will be provided by water tankers and water for plantation will be

collected from nearby villages.

2.6.2 ELECTRICITY AND FUEL REQUIREMENT

Electricity shall be obtained from MSEDCL.

The details of the electricity required are mentioned below:

Table 2: Electricity Requirement

The Fuel requirements are as follows:

Table 3: Fuel requirement

Sr.

No Equipment

Name of

Fuel Capacity Quantity

Stack Height

(m)

Pollution Control

Equipment

1 DG Set Diesel 62.5

KVA 15 Lit/Hr

1.5m above the

building N.A

S. No. Source Proposed

1. MSEDCL (KW) 50

2. D.G Set (Stand By) (KVA) 62.5





Date 06-Sept-2016

2.7 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND

SCHEME FOR THEIR MANAGEMENT/DISPOSAL

2.7.1 WASTE WATER GENERATION AND MANAGEMENT PLAN

The quantity of the waste water generated is about 1000Lit/d. A Septic tank will be

deployed at site for the collection of the waste water, it shall be designed for the 3

month hold-up capacity, and its level shall be monitored regularly. The septic tank would

be emptied using private party and waste water collected will be sent for further

treatment.

2.7.2 SOLID AND HAZARDOUS WASTE GENERATION AND WASTE MANAGEMENT

The Solid and Hazardous Waste generated during construction phase are mentioned in

the following table:

Table 4: Construction phase waste

Sr.No Cat.No* Type Of

Waste Source

Qty.

Kg/

month

Treatment And

Disposal

Hazardous

/ Non-

Hazardous

Waste

1 2 Metal

scraps

Required

during

construction

activities,

dredging, etc

50

Scrap metal wastes

shall be disposed of

into the dedicated

scrap metal bin, for

recycling by a scrap

metal contractor

Hazardous

2 18 Discarded

containers

Paint

containers,

waste

containers

10

Segregate into

dedicated recycling

bins - cans to be

empty and crushed

prior to disposal

and sent for

recycling

Hazardous

3 - Plastic Packaging or

other purpose 5

Recyclable plastics

shall be placed in

the appropriate

recycle bins

Non

hazardous





Date 06-Sept-2016

Sr.No Cat.No* Type Of

Waste Source

Qty.

Kg/

month

Treatment And

Disposal

Hazardous

/ Non-

Hazardous

Waste

4 - Paper Packaging or

other purpose 15

Office paper shall

be printed and

copied doubled

sided wherever

possible and once

used disposed into

the dedicated paper

recycling bins.

Non

hazardous

5 - Organic Vegetation or

eatables 10

Food scraps that

are compostable

shall be sent to a

local composting

facility

Non

hazardous

6 -

Non

recyclable

waste

Filling material 30 Will be sent to a

general landfill.

Non

hazardous

*The category number represents Hazardous Waste Management and Handling Rules, 2008





Date 06-Sept-2016

The Solid and Hazardous Waste generated during operational phase are mentioned in the

following table:

Table 5: Operational phase waste

SR.NO CATEGORY

NO

TYPE OF

WASTE QUANTITY

TREATMENT AND

DISPOSAL

HAZARDOUS/NON

HAZARDOUS

WASTE

1 10 Lube Oil 4 Litres/

month

Shall be disposed

of into a dedicated

scrap metal

storage, and sent

for recycling

Hazardous

2 - Plastic 1Kg/month

Recyclable plastics

shall be placed in

the appropriate

recycle bins

Non hazardous

3 - Organic 2 Kg/month

Food scraps that

are compostable

shall be sent to a

local composting

facility

Non hazardous

4 - Paper 15 Kg/month

Office paper shall

be printed and

copied doubled

sided wherever

possible and once

used disposed into

the dedicated

paper recycling

bins

Non hazardous





Date 06-Sept-2016

3. SITE ANALYSIS

3.1 CONNECTIVITY

The site is connected to the JNPT Port by means of a dust road.

The following table gives the details of the nearest facilities:

Table 6: Site connectivity

Sr. No. Particulars Details Direction Distance (km)

1 Nearest Village Khopte NE 1.3

2 Nearest Town/City Uran W 10.1

3 Nearest Railway Station Bellapur NE 24

4 Nearest Hospital Sanjeevani NW 2.8

5 Nearest Highway NH4, SH54 NE

SH54-2.8

NH4- 1.4

6 Nearest Airport Mumbai Airport NW 51.5

7 Nearest Water Body Ransia dam E 7

8 Wildlife Sanctuary Karnala E 20.2

3.2 LAND FORM, LAND USE AND LAND OWNERSHIP

Land Form: Proposed project site is not within the industrial area.

Land use: Tidal power generation as a renewable energy.

Land Ownership: Mari-time board, District Collector is also an approving authority.

3.3 TOPOGRAPHY

The topography of the site is plain.

3.4 EXISTING LAND USE PATTERN (AGRICULTURE, NON-AGRICULTURE,

FOREST, WATER BODIES (INCLUDING AREA UNDER CRZ)), SHORTEST





Date 06-Sept-2016

DISTANCES FROM THE PERIPHERY OF THE PROJECT TO PERIPHERY OF

THE FORESTS, NATIONAL PARK, WILD LIFE SANCTUARY, ECO SENSITIVE

AREAS, WATER BODIES(DISTANCE FROM HFL OF THE RIVER), CRZ. IN

CASE OF THE NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTE

NOTIFICATION SHOULD BE GIVEN.

The project is located in the notified Khopte village. There is no national park, wild life

sanctuary or eco sensitive areas within 10 Km from the proposed project boundary.

CRZ is applicable to the proposed project.

3.5 EXISTING INFRASTRUCTURE

No existing infrastructure available.

3.6 SOIL CLASSIFICATION

It will be incorporated in EIA studies.

3.7 CLIMATIC DATA FROM SECONDARY SOURCES

It will be incorporated in EIA studies.

3.8 SOCIAL INFRASTRUCTURE AVAILABLE

N.A





Date 06-Sept-2016

4. PLANNING BRIEF

4.1 PLANNING CONCEPT (TYPE OF INDUSTRIES, FACILITIES,

TRANSPORTATION ETC) TOWN AND COUNTRY

Planning/Development authority classification:

Type of Industry: Proposed generation of tidal power capacity 1500 KWA

4.2 POPULATION PROJECTION

The population of Uran district is about 35,000(as per 2011 census) approximately, while

the population of Khopte village is approximately 3,500.

4.3 LAND USE PLANNING (BREAKUP ALONG WITH GREEN BELT ETC.)

The details for the land use planning are mentioned in the following table:

Table 7: Land use planning

4.4 ASSESSMENT OF INFRASTRUCTURE DEMAND (PHYSICAL & SOCIAL)

Yes

4.5 AMENITIES/FACILITIES

Telephone, electricity, Satellite telephone, Transportation access, Water supply, Jetty

Sr.

No. Details of Land

Proposed

Area (In Sq.

Mt)

1. Total Plot Area 2134000

2. Built up area 23140

3. Greenbelt Area 7636.2

4. Open area 2103223.8





Date 06-Sept-2016

5. PROPOSED INFRASTRUCTURE

5.1 INDUSTRIAL AREA (PLEASE PROVIDE)

Processing Area (Plant facilities, R&D, ETP Area and Utility Services): 23140 Sq.m

5.2 RESIDENTIAL AREA

No residential area is proposed for this project.

5.3 GREEN BELT

Green belt area: 7636.2 Sq.m

5.4 SOCIAL INFRASTRUCTURE

Depending on the growth of the company the required social infrastructure will be

provided.

5.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/

WATER WAYS ETC)

Road and railways are very close to the working site. There is no proposal to make any

new kind of connectivity.

5.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER)

Water for drinking and operations will be 1.3 KLD, which will be met by Gram Panchayat.

5.7 SEWERAGE SYSTEM

Domestic sewage will be sent to soak pit/septic tank.

5.8 SOLID WASTE MANAGEMENT

The excavated earth will be used for levelling. Top soil will be used for gardening/green

belt development. Other details will be provided in the EIA studies.

5.9 POWER REQUIREMENT & SUPPLY/SOURCE

The Power will be supplied by MSEDCL of around 50 KWA.





Date 06-Sept-2016

6. REHABILITATION AND RESETTLEMENT (R & R) PLAN

6.1 POLICY TO BE ADOPTED (CENTRAL/ STATE) IN RESPECT OF THE

PROJECT AFFECTED PERSONS INCLUDING HOME OUSTEES, LAND

OUSTEES AND LANDLESS LABORERS

Bare land, nobody stays in the proposed area therefore no rehabilitation and

resettlement (R & R) Plan





Date 06-Sept-2016

7. PROJECT SCHEDULE & COST ESTIMATES

Project schedule will be decided after obtaining the environmental clearance.

7.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATE OF

COMPLETION (TIME SCHEDULE FOR THE PROJECT TO BE GIVEN).

Project will begin after obtaining environmental clearance and will require 2-3 years

to complete the entire construction.

7.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF

ECONOMIC VIABILITY OF THE PROJECT.

Total Project Cost for proposed project activity is about 10 crores





Date 06-Sept-2016

8. ANALYSIS OF PROPOSAL (FINAL RECOMMENDATIONS) So, finally we can conclude that the project has almost zero impacts on the

environment and will prove to be beneficial in a number of ways, some of which are

as follows:

a) Three way Tidal Power plant is fully dependent on high and low tide of the sea, so

it is independent of rainfall.

b) Three way Tidal power plant dam can be used as a bridge for load transport.

c) Electricity generated from this project will be used on a large scale thereby

reducing the problem of scarcity of power.

d) The illegal dumping of wastes, into the creeks by the surrounding people can be

prohibited once the power plant is in operation.

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