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Techniche Engineering Private Limited
Pune
Contact no. +91 8446377225
Website: http://www.techniche-engg.com
Techniche Engineering Private Limited
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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
Document Number Document Title Page Page 2 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)
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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2016-TEPL-0060-RPT-0001 PRE-FEASIBILITY REPORT Rev. A
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.
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
Techniche Engineering Private Limited
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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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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.
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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.
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
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URAN URAN 1500 KWA TIDAL POWER PLANT, India
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Figure 2: Vicinity to the Proposed Site (5 km radius)
Figure 3: 10 Km Radius Map from the Location of the Plant
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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Figure 4: Site Location
Figure 5: Uran District Map
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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.
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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
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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.
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URAN URAN 1500 KWA TIDAL POWER PLANT, India
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Figure 7: Working OF Tidal Power Plant for Higher High Tide Reservoir
Figure 8: Working of Tidal Power Plant for Lower Low Tide Reservoir
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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
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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
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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
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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
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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
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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
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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
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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.
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
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2016-TEPL-0060-RPT-0001 PRE-FEASIBILITY REPORT Rev. A
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
Techniche Engineering Private Limited
URAN URAN 1500 KWA TIDAL POWER PLANT, India
Document Number Document Title Page Page 28 of 28
2016-TEPL-0060-RPT-0001 PRE-FEASIBILITY REPORT Rev. A
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.