Post on 16-Mar-2018
WEST COAST LIQUID TERMINAL PVT. LTD.
Pre-feasibility Report for Development
of LPG and Liquid Storage Terminal at
Port at Chhara, Village Chhara-
Sarkhadi, Taluka Kodinar, District Gir
Somnath, Gujarat.
SEPTEMBER, 2016
Kadam Environmental Consultants w w w . ka d a m en v i r o . c o m
Envi ronment for Deve lopment
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 2
WEST COAST LIQUID TERMINAL PVT. LTD.
Pre-feasibility Report for Development of LPG and Liquid Storage Terminal at Port at Chhara, Village Chhara-Sarkhadi, Taluka Kodinar, District Gir Somnath, Gujarat. © Kadam Environmental Consultants (‘Kadam’), September, 2016
This report is released for the use of the Client Name, Regulators and relevant stakeholders solely as
part of the subject project’s Environmental Clearance process. Information provided (unless attributed
to referenced third parties) is otherwise copyrighted and shall not be used for any other purpose
without the written consent of Kadam.
PROJECT DETAILS
Name of
Publication
Development of LPG and Liquid Storage Terminal at Port at Chhara, Village Chhara-
Sarkhadi, Taluka Kodinar, District Gir Somnath, Gujarat.
Project Number Report No. 1 Version 1 Released September,
2016
Prepared &
Managed By Released By
CONTACT DETAILS
Vadodara (Head Office)
871/B/3, GIDC Makarpura, Vadodara, India – 390 010.
E: kadamenviro@kadamenviro.com; T:+91-265-3001000; F: +91 265 300106
Delhi / NCR
SPAZE IT PARK, Unit no. 1124, 11th Floor, Tower B 3, Sector 49, Near Omaxe City Centre mall,
Sohna Road, Gurgaon -122 002 (Haryana)
E: delhi@kadamenviro.com; T: 0124-4242430; M:+91-98998-04300
DISCLAIMER
Kadam has taken all reasonable precautions in the preparation of this report as per its auditable quality plan.
Kadam also believes that the facts presented in the report are accurate as on the date it was written. However, it
is impossible to dismiss absolutely, the possibility of errors or omissions. Kadam therefore specifically disclaims
any liability resulting from the use or application of the information contained in this report. The information is not
intended to serve as legal advice related to the individual situation.
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 3
CONTENTS
1 EXECUTIVE SUMMARY ................................................................................. 6
1.1 INTRODUCTION ........................................................................................... 6
1.2 TERMINAL FEATURES AND STORAGE CAPACITY .......................................................... 6
1.2.1 List of Products ................................................................................... 6
1.2.2 Marine Facilities .................................................................................. 7
1.3 PLOT AREA ............................................................................................... 7
1.4 WATER ................................................................................................... 8
1.5 WASTE WATER ........................................................................................... 8
1.6 POWER ................................................................................................... 8
1.7 PROJECT TIMELINE ....................................................................................... 8
1.8 PROJECT COST ........................................................................................... 8
2 INTRODUCTION .......................................................................................... 9
2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ................................................ 9
2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT ........................................................ 9
2.2.1 LPG ................................................................................................. 9
2.2.2 POL and Vegetable Oils ....................................................................... 10
2.2.3 Jetty .............................................................................................. 10
2.3 NEED FOR PROJECT .................................................................................... 10
2.4 DEMAND SUPPLY GAP .................................................................................. 11
2.5 DOMESTIC/EXPORT MARKETS .......................................................................... 11
2.6 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ........................... 11
3 PROJECT DESCRIPTION ............................................................................. 12
3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECTS, IF ANY ................ 12
3.2 LOCATION (MAP SHOWING GENERAL LOCATION, SPECIFIC LOCATION AND PROJECT BOUNDARY &
PROJECT LAY OUT) WITH COORDINATES ........................................................................ 12
3.3 DETAILS OF ALTERNATE SITES CONSIDERED AND THE BASIS OF SELECTING THE PROPOSED SITE,
PARTICULARLY THE ENVIRONMENTAL CONSIDERATIONS GONE INTO SHOULD BE HIGHLIGHTED ................ 15
3.4 SIZE OR MAGNITUDE OF OPERATION................................................................... 15
3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS (A SCHEMATIC DIAGRAM/ FLOW CHART SHOWING THE
PROJECT LAYOUT, COMPONENTS OF THE PROJECT ETC. SHOULD BE GIVEN) .................................... 15
3.6 RAW MATERIALS ....................................................................................... 15
3.7 RESOURCE OPTIMIZATION/ RECYCLING AND REUSE ENVISAGED IN THE PROJECT, IF ANY SHOULD BE
BRIEFLY OUTLINED ............................................................................................. 15
3.8 AVAILABILITY OF WATER ITS SOURCE, ENERGY/POWER REQUIREMENT AND SOURCE SHOULD BE GIVEN 16
3.8.1 Water Requirement ............................................................................ 16
3.8.2 Power Requirement ............................................................................ 16
3.9 QUANTITY OF WASTE TO BE GENERATED (LIQUID AND SOLID) AND SCHEME FOR THEIR MANAGEMENT
/DISPOSAL ...................................................................................................... 17
3.9.1 Waste Water Treatment and Disposal ...................................................... 17
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 4
3.9.2 Solid and Hazardous Waste Management ................................................. 17
3.10 SCHEMATIC REPRESENTATION OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION OF EIA
PURPOSE 17
4 SITE ANALYSIS ......................................................................................... 19
4.1 CONNECTIVITY ......................................................................................... 19
4.1.1 Road Connectivity .............................................................................. 19
4.1.2 Rail Connectivity ............................................................................... 19
4.1.3 Air Connectivity ................................................................................. 20
Diu airport is 45 km in East direction from proposed site. ......................................... 20
4.1.4 Pipeline Connectivity .......................................................................... 20
4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ........................................................ 21
4.2.1 Land Form ....................................................................................... 21
4.2.2 Land Use/Land Cover ......................................................................... 21
4.2.3 Land Ownership ................................................................................ 21
4.3 TOPOGRAPHY (ALONG WITH MAP) ...................................................................... 21
4.4 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, ETC SENSITIVE AREAS, WATER BODIES (DISTANCE FROM THE
HFL OF THE RIVER), CRZ. IN CASE OF NOTIFIED INDUSTRIAL AREA, A COPY OF THE GAZETTE NOTIFICATION
SHOULD BE GIVEN. ............................................................................................. 22
4.4.1 Land cover ...................................................................................... 22
4.4.2 Forests ........................................................................................... 22
4.4.3 Wild life Sanctuary and National Park ...................................................... 22
4.4.4 Water bodies .................................................................................... 23
4.4.5 Existing Settlements ........................................................................... 23
4.5 EXISTING INFRASTRUCTURE ............................................................................ 23
4.6 SOIL CLASSIFICATION .................................................................................. 24
4.6.1 Marine Soil Classification ...................................................................... 24
4.6.2 Land Soil Classification ........................................................................ 24
4.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................... 24
4.7.1 Temperature .................................................................................... 24
4.7.2 Rainfall ........................................................................................... 25
4.8 SOCIAL INFRASTRUCTURE AVAILABLE ................................................................... 25
5 PROPOSED INFRASTRUCTURE .................................................................... 27
5.1 INDUSTRIAL AREA (PROCESSING AREA) ................................................................ 27
5.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ......................................................... 27
5.3 GREEN BELT ............................................................................................ 27
5.4 SOCIAL INFRASTRUCTURE .............................................................................. 27
5.5 CONNECTIVITY (TRAFFIC AND TRANSPORTATION ROAD/ RAIL/METRO/WATER WAYS ETC) ............. 27
5.6 DRINKING WATER MANAGEMENT (SOURCE & SUPPLY OF WATER) ...................................... 27
5.7 SEWAGE SYSTEM ....................................................................................... 27
5.8 INDUSTRIAL WASTE MANAGEMENT ..................................................................... 27
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 5
5.9 SOLID WASTE MANAGEMENT ............................................................................ 27
5.10 POWER REQUIREMENT & SUPPLY/ SOURCE .......................................................... 28
6 REHABILITATION AND RESETTLEMENTS (R& R) PLAN ................................... 29
6.1 POLICY TO BE ADOPTED (CENTRAL/STATE) IN RESPECT OF THE PROJECT AFFECTED PERSONS INCLUDING
HOME OUSTEES, LAND OUSTEES AND LANDLESS LABORERS (A BRIEF OUTLINE TO BE GIVEN) .................. 29
7 PROJECT SCHEDULE AND COST ESTIMATE .................................................... 30
7.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION (TIME SCHEDULE FOR THE
PROJECT TO BE GIVEN) ......................................................................................... 30
7.2 ESTIMATED PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF THE PROJECT.
30
8 ANALYSIS OF PROPOSAL ........................................................................... 31
8.1 FINANCIAL AND SOCIAL BENEFITS WITH SPECIAL EMPHASIS ON THE BENEFIT TO THE LOCAL PEOPLE
INCLUDING TRIBAL POPULATION, IF ANY, IN THE AREA ......................................................... 31
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 6
1 EXECUTIVE SUMMARY
1.1 Introduction
The Shapoorji Pallonji Group (SP Group) is an Indian business conglomerate with a rich legacy of more
than 150years and a consistently superior track record, the group is committed towards excellence in
each domain of its operations. SP’s business interests cover construction (including residential,
commercial, industrial and infrastructure), real estate, infrastructure (comprising coal mining, power,
ports and roads), biofuels and agriculture, consumer products, electro-mechanical and MEP services,
facades and interiors, engineering, textiles, business automation and shipping and logistics. Group
employs over 23,000 people, has a group turnover of US $ 2.5 Billions and a strong presence in India
and internationally.
Simar Port Pvt. Ltd. (SPPL) - a wholly owned subsidiary of SP, is developing a deep draft, all weather,
multipurpose, direct berthing Chhara port, Village: Chhara-Sarkhadi, District- Gir Somnath, Gujarat
(the “Port”) under the concession granted by Gujarat Maritime Board to SPPL for the period of 30.
Chhara Port with the right marine conditions and sufficient back-up area is strategically positioned for
markets of North India, parts of West and Central India. M/s West Coast Liquid Terminal Pvt. Ltd. – a
100% subsidiary of SP Group, intends to build an independent third party terminal for LPG and bulk
liquids storage and handling at Chhara port (“Project”).
1.2 Terminal Features and Storage Capacity
The proposed project will consist of storage tanks and a dedicated liquid jetty for storage and handling
of LPG, POL and veg oils products as per the market demand; together with required infrastructure viz
unloading and loading facility at jetty and storage tanks, firefighting system, weigh-bridge, pipelines
between terminal and jetty etc.
1.2.1 List of Products
S.
No. Type of Tank
Chemicals to be
Stored
Total
No.
of
Tanks
Storage
Capacity
in m3
Maximum
Storage
Capacity in
m3
Maximum
Throughput
(MMTA)
1
Refrigerated full
containment double
walled storage tanks for
each chemical
Propane 1
2 tanks x
77,600 155,200
5
Butane 1
2 Pressurized mounded
bullets
Propane 3 10 bullets
x 15,00
MT
30,000 Butane 3
Mixed LPG 4
3 Storage Tank
Class A POL
Products of
Categories
conforming to
Class A / B / C
12 12 tanks
x 25,000 300,000 4
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 7
and non-classified
4 Storage Tanks Vegetable Oils 39
2,000,
3,000,
5,000
100,000 1
Total 63 585,200 10
1.2.2 Marine Facilities
Dedicated Jetty will be developed (Maximum Length 350mt and Width 104.33mt) for loading and
unloading of LPG and liquid products from vessel.
LPG Facilities
Dolphins
S. No. Type of Dolphin Numbers of Dolphin Remark
1 Mooring Dolphin 6 with catwalk
2 Berthing Dolphin 4
Unloading Facility
S. No. Description of Facility Numbers Remark
1 Unloading arm 2
One for Propane and one for Butane
(Final design may be one arm only if purging
system installed)
Pipeline Details
S. No. Route of Pipeline Numbers Remark
1 Jetty trestle to tank of propane, butane and
pressurized LPG export 6
2 Terminal to jetty 1 LPG export pipeline
POL & Vegetable Oils Facilities
Dolphins
S. No. Type of Dolphin Numbers of Dolphin Remark
1 Mooring Dolphin 6 with catwalk
2 Berthing Dolphin 4
Pipeline Details
S. No. Route of Pipeline Numbers Remark
1 Pipelines for POL from Jetty to terminal 4
2 Pipeline for evacuation of POL 1
3 Pipelines for Vegetable Oils from Jetty to terminal 4
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 8
1.3 Plot Area
Total Plot area for proposed project is 303,500 m2. Green Belt will be developed in 16,818 m2. Plot
area to be left undeveloped is 51,282 m2.
1.4 Water
Total water requirement for the proposed project would be 200 KLD out of which 120 KLD would be
fresh water and 80 KLD would be recycled water.
1.5 Waste Water
Wastewater will be disposed of in following manner.
Domestic Wastewater (80 KLD) will be treated in Sewage Treatment Plant and treated
wastewater will be used for Gardening.
Wastewater from pipeline, tank cleaning and floor washes (5 KLD) in LPG area will be treated
in Sewage Treatment Plant and treated wastewater will be used for Gardening.
Seawater will be used as source of inlet to heater. Before it enters heaters it is treated with
chlorine through dosing pumps in order to avoid formation of algae or other organisms with in
pipeline and heater. Heat transfer takes place within heater to increase the temperature of
propane/ butane to ambient temperature and the cooled water from heater will be again get
discharged into sea.
1.6 Power
During operation, power requirement shall be 83.915 kWh/day. (Contractual load at any single point
of time during operational period as per worst case scenario will be 1,465 kW)
During Construction phase DG Sets will be used for Power Generation and Power will be sourced from
Chhara Port’s main substation during Operation Phase.
Backup:
Proposed: DG set (2 sets) of capacity 600 KVA
1.7 Project Timeline
The expected timeline for completion of proposed project is 1 ½ to 2 years after receipt of
environment clearance and consent to establish.
1.8 Project Cost
The estimated project cost would be INR 25-27Bn.
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 9
2 INTRODUCTION
2.1 Identification of Project and project proponent
The Shapoorji Pallonji Group (SP Group) is an Indian business conglomerate with a rich legacy of more
than 150 years and a consistently superior track record, it is committed towards excellence in each
domain of its operations. SP’s business interests cover construction (including residential, commercial,
industrial and infrastructure), real estate, infrastructure (comprising coal mining, power, ports and
roads), biofuels and agriculture, consumer products, electro-mechanical and MEP services, facades
and interiors, engineering, textiles, business automation and shipping and logistics. Group employs
over 23,000 people, has a group turnover of US $ 2.5 Billions and a strong presence in India and
internationally.
Simar Port Pvt. Ltd. (SPPL) - a wholly owned subsidiary of SP, is developing a deep draft, all weather,
multipurpose, direct berthing Chhara port, Village: Chhara-Sarkhadi, District- Gir Somnath, Gujarat
(the “Port”) under the concession granted by Gujarat Maritime Board to SPPL for the period of 30
years.
Chhara Port with the right marine conditions and sufficient back-up area is strategically positioned for
markets of North India, parts of West and Central India. M/s West Coast Liquid Terminal Pvt. Ltd. – a
100% subsidiary of SP Group, intends to build an independent third party terminal for LPG and bulk
liquids storage and handling at Chhara port (“Project”).
SP Group has identified LPG and liquid terminalling as one of key businesses for diversification of
group’s business interest and Chhara port has been selected as one of the most suitable site for the
following reasons:
Chhara port offers excellent depth up to 20 mtr. suitable for large vessels.
Port has sufficient land bank for development of LPG and liquid terminal.
The proposed project will provide natural extension of LNG terminal for which SP has already
applied for environment clearance and has completed public hearing.
Port is very well located to cater to largest LPG and Veg oils deficit region of North India and
parts of West and Central India.
Vicinity of port area is a low population zone and does not have Natural forest and ecological
sensitive area.
2.2 Brief description of nature of the project
2.2.1 LPG
Proposed terminal will cater to imports of bulk-refrigerated propane, butane and distribution of
pressurized LPG to the market. The operations philosophy will be as under:
Refrigerated propane and refrigerated butane will be received in the terminal through ships and will be
first stored in refrigerated, full containment double walled storage tanks separately.
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 10
Propane and butane will then be heated, pumped to mounded tanks and stored separately.
Pressurized propane and butane will be transferred to mounded tanks for blending and making the
mixed LPG.
Pressurized propane, butane and mixed LPG will be dispatched from terminal through road tankers,
cross country pipeline, rails and/or ships.
Inter tank transfers and Pipeline transfers: The terminal would serve its customers by carrying out the
inter tank transfers via hoses.
Whenever required, product will be transferred from one ship to another ship using the shore pipelines
or through direct hoses.
2.2.2 POL and Vegetable Oils
Proposed terminal will cater to the bulk imports of POL and vegetable oil products and distribution to
the market. The operations philosophy will be as under:
Products will be received in the terminal through ships and also, through road tankers.
Product(s) will be stored in designated tanks and will be dispatched from terminal through road
tankers, cross country pipeline, rails and/or ships.
Inter tank transfers and Pipeline transfers: The terminal would serve its customers by carrying out the
inter tank transfers via hoses.
Whenever required, product will be transferred from one ship to another ship using the shore pipelines
or through direct hoses.
2.2.3 Jetty
A dedicated jetty (Maximum Length 350mt and Width 104.33mt) for loading and unloading of LPG and
liquid products vessels will be constructed by the project proponent to serve the customer’s ships
visiting the terminal. Turning circle will be approximately 7mt ahead from Jetty.
The terminal will also provide value added services like, blending, homogenization (circulation),
heating, chilling, tank cleaning etc as per the customer’s need. As part of the tank cleaning and
various other pipes cleaning, the wastes generated will be collected and stored in containers/tank and
disposed as per the approved guidelines of the MoEF & CC, Govt. of India.
2.3 Need for Project
More than 90% of country’s LPG consumption is in the domestic cooking segment, but a large
population still uses wood, bio-mass, kerosene etc for cooking, which creates health hazard for
7households due to unclean fuel. This project will be an important contributor in increasing LPG
penetration in the Northern, Western and Central parts of the country, for domestic cooking fuel
segment by enabling the LPG imports and thus, ensuring availability at the demand centres in cost-
effective manner. The project will also contribute to the needs of commercial segment and provide
impetus to industrial development in Northern, Western and Central parts of the country by making
clean fuel available and thus, replacing/ providing alternate to conventional solid and liquid fuels that
are not environment friendly.
WEST COAST LIQUID
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PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 11
2.4 Demand Supply Gap
India is the third largest LPG importer in Asia and country will remain long-term short on LPG as local
production will not suffice the growing demand. The imports have grown significantly in the past 5
years from 32% to 45% of total demand and will continue to grow in future as well.
For Veg oils, India is world’s largest importer and 3rd largest consumer. The demand is expected to
grow by 4.5%-6% pa for the next 10 years driven by increase in per capita consumption due to
economic growth and growing population. Currently, India’s import dependency is more than 50% of
veg oil demand and it is unlikely that local production will grow enough to match demand growth due
to various factors like low yield, farming practices, technology, alternate crops etc.
2.5 Domestic/Export Markets
The proposed project will primarily cater to domestic demand through imports from overseas
destinations.
2.6 Employment Generation (Direct and Indirect) due to the project
Temporarily, ~2,000 persons will be required during construction of terminal, jetty and associated
infrastructure. Upon commissioning of the terminal and for regular operation, ~70 persons will be on
direct employment and ~1,000 persons will be on indirect employment.
In addition to this, the proposed project will create a base for development of allied industries in the
region viz fabrication, construction, maintenance etc and thus, lead to further employments
opportunities.
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 12
3 PROJECT DESCRIPTION
3.1 Type of Project including interlinked and interdependent projects, if any
Proposed terminal will be inside the boundary limits of Chhara Port. Port has already received EC for
development of break-water and bulk berth. The copy of port EC and CRZ clearance is attached as
Annexure 1 and Annexure 2. Notified Chhara port limit under Gujarat Government Gazette
Notification is attached as Annexure 3
3.2 Location (map showing general location, specific location and project boundary
& project lay out) with coordinates
Chhara village is located approximately Latitude - 20° 43’ 19.56” N & Longitude- 70° 44’ 28.73” E in
the Gir-Somnath District of Gujarat State.
The total area of the Plot is 303,500 m2.
Table 3-1: Geographical Information of the Storage Terminal
Latitude (approximately) 20° 43’ 19.56” N
Longitude (approximately) 70° 44’ 28.73” E
Elevation above Mean Sea Level (MSL) +6.8 Meter
Table 3-2: Geographical Information of the Jetty
Latitude (approximately) 20° 42’ 38.59” N
Longitude (approximately) 70° 44’ 19.58” E
Elevation above Mean Sea Level (MSL) +6.8 Meter
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 13
Figure 3-1: General Location
Figure 3-2: Google Map location of Chhara Port
WEST COAST LIQUID TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID STORAGE TERMINAL AT PORT AT
CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 14
Figure 3-3: Master Plan layout for Chhara Port and Proposed Development
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 15
3.3 Details of alternate sites considered and the basis of selecting the proposed
site, particularly the environmental considerations gone into should be
highlighted
Chhara port provides very good marine conditions and the depth of 20mtr (max) that will enable
berthing of larger vessels and hence, will provide supply chain efficiency. Port is very well located to
the hinterlands of North, West and Central India. The port is located in seismic zone III. Vicinity of the
port area is a low population zone and does not have Natural forest and ecological sensitive area. This
greatly reduces the environmental risk and makes the port a good location for liquid and LPG storage
and handling.
3.4 Size or Magnitude of Operation
The maximum capacity of the proposed terminal will be approximately 10 Million tons of product
throughputs every year. Maximum storage capacity will be 185,200cbm for LPG and 400,000cbm for
liquid products.
3.5 Project description with process details (a schematic diagram/ flow chart
showing the project layout, components of the project etc. should be given)
West Coast Liquid Terminal Pvt. Ltd. will use their expertise and experience to build the terminal and
jetty to highest operational and safety standards and will provide storage and handling services for
LPG and liquid products. The terminal will play pivotal role in customer’s supply chain and facilitate
trade flow on import side. The terminal activities do not involve any sort of processing and/or
manufacturing. The storage terminal will receive the LPG from jetty through dedicated cryogenics
pipelines and will dispatch LPG through road tankers/vessels/pipelines/rails to the end markets. For
liquid products (POL and Vegetable Oils), the storage terminal will receive the products from ships
through dedicated jetty pipelines/ road tankers and will dispatch through
tankers/vessels/pipelines/rails to the end markets.
3.6 Raw Materials
The principal activity of the terminal is to provide storage and handling services only for LPG liquid
products (POL and Vegetable Oils). No manufacturing or processing activities are envisaged in the
project; hence no raw material is required for the proposed facilities.
3.7 Resource optimization/ recycling and reuse envisaged in the project, if any
should be briefly outlined
Wastewater generated from domestic activities, floor washes will be treated in STP and reuse for
gardening purpose.
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3.8 Availability of water its source, energy/power requirement and source should
be given
3.8.1 Water Requirement
Total water consumption will be 200KLD (out of which 120 KLD will be fresh water and 80 KLD will be
from the recycled water). Water consumption and break up of use is provided in Table 3-3.
Table 3-3: Detail Water Consumption Pattern for the Proposed Facility
S. No. Description Water Consumption in (m3/day)
1 Domestic (Office/Workshop) 100
2 Pipeline, Tank cleaning and floor washes of Oil
tank farm 12
3 Gardening 80 (Will use the treated effluent water from
the domestic effluent)
4 Testing for firefighting system 5
Total
Approximately 200
(120 from fresh water, 80 from the recycled
water from STP)
3.8.2 Power Requirement
Operational Period: 83.915 kWh/day. (Contractual load at any single point of time during operational
period as per worst case scenario will be 1,465 kW)
During Construction phase DG Sets will be used for Power Generation and Power will be sourced from
Port’s main substation during Operation Phase.
Same time DG set (2 No.) of capacity 600 KVA will keep for backup during operational phase.
Fuel Consumption and Stack details are provided in Table 3-4 .
Table 3-4: Details of Fuel consumption
S. No. Stack Attached To
Source Type of Fuel
Fuel Consumption
(L/hr) Stack Height, m
1 DG Set (600 kVA)
(Power Backup) * Diesel 270 9
2 Firewater Pumps ** Diesel 510 -
*2 sets of 600 KVA genset with fuel consumption of 135 L/hr for each genset
** (3 pumps of 850 cbm/hr capacity with fuel consumption of 170 L / hr for each pump)
Note: Emergency generator will run only when there is a power shut down. Fire water pumps will only
run testing purposes and for emergencies.
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3.9 Quantity of waste to be generated (liquid and solid) and scheme for their
management /disposal
3.9.1 Waste Water Treatment and Disposal
Wastewater will be disposed of in following manner where Domestic Wastewater (80 KLD) will be
treated in Sewage Treatment Plant and treated waste water will be used for Gardening.
Wastewater from pipeline, tank cleaning and floor washes (5 KLD) in LPG area will be treated in
Sewage Treatment Plant and treated wastewater will be used for Gardening.
Seawater will be used as source of inlet to heater. Before it enters heaters it is treated with chlorine
through dosing pumps in order to avoid formation of algae or other organisms with in pipeline and
heater. Heat transfer takes place within heater to increase the temperature of propane/ butane to
ambient temperature and the cooled water from heater will be again get discharged into sea.
The quantity of wastewater generation will present in Table 3-5.
Table 3-5: Quantity of Wastewater generated
S. No. Description
Wastewater
Generation in
(m3/day)
Disposal Mode
1 Domestic 80 Domestic sewage treatment plant and
reuse the treated water for Gardening
2
Pipeline, Tank cleaning and
floor washes from Oil tank
farm
5 After separating the oil, the water will
be discharged into the sea.
Total 85
3.9.2 Solid and Hazardous Waste Management
Details of hazardous waste generation and its disposal is presented in Table 3-6.
Table 3-6: Hazardous Waste Generated due to Proposed Facility
S. No. Hazardous
Waste
Category Generation
Quantity
Disposal Method
1 Used Oil 5.1 2.8 Kl per annum Collect and send to the used GPCB
approved for recycling.
2 Oil Waste 3.3 13.6 tonnes per
annum
Will be sent to Govt. authorized agency
for incineration or disposal
3 Pigging Waste Class – E2;
Schedule III
30 tonnes per
annum
Will be sent to Govt. authorized agency
for incineration or disposal
3.10 Schematic representation of the feasibility drawing which give information of
EIA purpose
The proposed project comes under the “Category A “ for Ports, Harbours, Jetties, Marine Terminals,
Breakwaters and Dredging for handling and storage of LPG and liquid products, as per the EIA
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Notification, 14th September’2006, as amended till date. Hence, the project needs prior Environmental
Clearance from the “Expert Appraisal Committee” as per provisions given in the Schedule attached to
the EIA Notification with all legal requirements duly met as prescribed by Notification.
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4 SITE ANALYSIS
4.1 Connectivity
4.1.1 Road Connectivity
Chhara is at a distance of about 6.5 kms from Kodinar town, which is approx. 2 km from National
Highway NH-8E (connecting Rajkot-Junagarh-Una - Bhavnagar). Una is the sub-divisional headquarter
in Junagarh district of Gujarat. Chhara is connected to Kodinar by a single lane village road of 3.5 km
wide bituminous top. Kodinar town being well developed, a bypass around Kodinar has already been
constructed which is of recent construction and in good condition. This bypass meets NH-8E around
2.0 km from Kodinar town towards Una-Bhavnagar.
Chhara will be connected to NH-8E by two lane carriage way. The length of road will be approximately
10.0 kms. Existing single lane road passing through Malashram and Bavana Pipalva is presently under
development with two lane configured road. Last 2.0 Kms will be newly constructed.
Figure 4-1: Proposed Road Connectivity
4.1.2 Rail Connectivity
Chhara Port is proposed to be connected through broad gauge (BG) line with Kodinar. BG line from
Somnath to Kodinar will be developed by Indian Railways. Railway Board has provided in-principle
approval for Kodinar-Chhara rail line under Non-Government Railway policy. Connectivity to Chhara
Port up to Kodinar has been included in Rail budget 2015-16 under Coastal Connectivity Program. The
nearest rail station is Kodinar, about 6.5 km away located on Western Railway’s Bhavnagar Division.
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Kodinar, is a meter gauge (MG) station on the Saurashtra coast. The railways will enable the
evacuation of POL and Vegetable Oils from the proposed terminal.
Figure 4-2: Proposed Rail Connectivity
4.1.3 Air Connectivity
Diu airport is 45 km in East direction from proposed site.
4.1.4 Pipeline Connectivity
The project has been planned to cater increasing demand of LPG in Western, North, Central India.
There is an existing LPG pipeline of 2.5 MMTPA from Jamnagar to Loni which is getting expanded to
3.25 MMTPA. Another LPG pipeline from Mundra/ Kandla to Gorakhpur of 3 MMTPA is also proposed to
cater North and Central India. The evacuation of LPG from proposed terminal is planned through the
intermediate connection to these pipeline from Chhara so as to cater above mentioned markets.
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4.2 Land Form, Land Use and Land ownership
The Isolated storage facility will be developed within backup area of Chhara Port, Village: Chhara-
Sarkhadi, District- Gir Somnath, Gujarat
4.2.1 Land Form
The proposed LPG site at Chhara is characterized by undulating land except those raised by roads and
nallas. The area shows a rising gradient from ease to west with much greater and steeper descent to
the South than to the North. The Coast line is rocky in general, with cliffs overhang the sea at places
and has submerged rocks that get exposed during low tides.
Agricultural crops mainly comprises of Cotton, Bajra, Jowar, Groundnut and Wheat, exposed rocky
substrate, habitation with vegetation, manmade plantation, open/vacant land, open scrub, road, sandy
area with moderate vegetation.
4.2.2 Land Use/Land Cover
The land use has been prepared by Survey of India Topographical sheets and HTL from IRS P6 L4X
image and the satellite data has been processed for arriving at the exact land features within 15 kms
of project site.
The land use classification comprising lands under agriculture, exposed rocky substrate, habitation
with vegatation, manmade plantation, mangrove sparse, mudflat with algal growth, mud flat with
sparse vegetation, open/vacant land, Open scrub, river, road, salt pan, sandy area with moderate
vegatation, sandy area with sparse vegatation, sandy tidal flat, sea, water body
4.2.3 Land Ownership
Entire port land is owned by SPPL.
4.3 Topography (along with map)
Chhara project site comprises of undulating terrain with an elevation from +1.0 m to +9.0 m from
mean sea level (MSL). The total plot is roughly bisected as northern & southern part by a canal
running west to east. The northern area of the canal is generally sloped towards south-east. The
western portion of the land is sloped towards north-east. The coast line is rocky in general, with cliffs
overhang the sea at places and has submerged rocks that get exposed during low tides.
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Figure 4-3: Chhara Topography
4.4 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, etc
sensitive areas, water bodies (distance from the HFL of the river), CRZ. In case
of notified industrial area, a copy of the Gazette notification should be given.
4.4.1 Land cover
Proposed Chhara port land cover characterized by undulating land except those raised along the road and Nalla. Generally comprising under non agriculture, exposed rocky substrate, vegetation, manmade
plantation, open/vacant land, open scrub, road, sandy area with sparse to moderate vegetation.
4.4.2 Forests
There are four reserve forests and five patches of unclassified forest within 10 km of the proposed
site. The forest types are open shrub type with dominant bushes which are found abundantly in arid zone.
4.4.3 Wild life Sanctuary and National Park
Gir wildlife sanctuary and national park is located at a distance of approximately 22kms from the
proposed port site.
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4.4.4 Water bodies
There are two fresh water bodies within 10 km radius of the proposed port site. These are Panch Pipalva bandhara and Sodam bandhara. Panch Pipalva is approximately 9 kms towards North-East and
Sodam bandhara is approximately 3 kms towards East.
4.4.5 Existing Settlements
Settlement Direction Distance (Kms)
Villages within 5 Kms
Sarkhadi NE 2.4
Chhara W 3.0
Malsaram NE 5.0
Villages within 5 and 10 Kms
Damli N 5.7
Kaj NE 5.7
Kadodara N 5.9
Pipli NW 6.3
Pipalva Bavana NE 6.7
Devli NW 7.4
Panadar NW 7.7
Nanavada NE 8.0
Velan E 8.6
Jantrakhadi NE 8.9
Kodinar Town NW 9.0
Muldwaraka W 9.9
Mitiyaj N 10.0
Malgam NE 10.0
4.5 Existing Infrastructure
Chhara is a small village. The road connectivity to proposed site via NH-8E is. The road connecting to
project site is 6.5 kms is being widened to two lane with paved shoulders.
There is no rail connectivity to project site. The nearest rail head is Kodinar which is about 6.5 kms
with meter gauge (MG) link. The nearest broad gauge (BG) link is Somnath
Based on the latest land cover details, the proposed area is covered with agricultural land with
habitation with vegetation, manmade plantation, open/vacant land, Open scrub, river, road, sandy
area with moderate vegetation, sandy area with sparse vegetation, it is imperative that no
development took place. There is no existing infrastructure other than connectivity to the project site.
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4.6 Soil classification
The soils in and around the project site is of two types. One is mixed, calcareous, fine, loamy soil
while other one is clayey to fine calcareous, montomorillonitic soil.
Based on the geotechnical investigation report the soil profile has been outlined with details of
classification
4.6.1 Marine Soil Classification
The top layer is very thin Silty fine to medium sand with rock or shell fragments at some
places (approx. 0.5m) with dense layer.
The second layer is a very weak to moderately dense weathered sandstone (thickness ranging
from 1.5m to 7m).
In the third layer (below the weathered sandstone layer), there are variations. This layer
consists of Conglomerate and Sandstone at some locations. SPT values vary between 6 and
100.
In the layer below at a depth of 9.0 m, there are alternate layers of hard
Sandstone/Calcarenite in which SPT values exceed 40.
4.6.2 Land Soil Classification
The top layer is yellowish brown silty sand 0.5 m below ground level formed by disintegration
of parent bed rock materials.
The second layer is a brownish grey or yellowish brown sand stone bed rock. The bed rock is
completely weathered.
Soils in the study area are mostly loamy and calcareous in nature
Ground water levels are observed which varies from 1.5 m to 6.5 m below ground surface.
4.7 Climatic data from secondary sources
The past meteorological data collected from IMD observatory at Veraval for a period of 10 years
4.7.1 Temperature
The temperature though out the year is high expect the month of January being the coldest month
with the monthly average minimum temperature of 15.6ºC and maximum of 29.6ºC. February
onwards the temperature begins to rise. The maximum temperature is observed during the month of
April (36 ºC).
From October to January, both day and night temperatures begin to decrease rapidly. January is
generally the coldest month with mean daily minimum temperature of about 9°C and lowest mean
temperature in the month recorded in January is 4.6°C.
During the post-monsoon months of October and November, day temperatures remain between
15.5ºC to 35.9ºC. In winters, i.e. December, January and February, day temperatures remain between
9.0ºC to 29.8ºC.
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4.7.2 Rainfall
Moderate rainfall occurs through the south-west monsoons that starts in middle of June and lasts till
October. The remaining period of the year, November to May, is mostly dry with little rainfall. The four
monsoon months (June to September) contribute about 95% of the total annual rainfall. Rainfall peaks
during the month of July followed by August. The maximum rainfall observed in a year is 1705.3 mm
and minimum in a year is 456.4 mm and 24 hrs heaviest rainfall in a year is 503.8 mm.
4.8 Social infrastructure available
Sr.
No
.
Villages Educatio
n
Medical Drinking
Water
Communicati
on
Transpo
rt
Approach
Road
Power
Supply
1 Malsaram P CHW, T,W PH(5) BS MR EA
2 Sarakhadi P,S PHS,CHW T,W PO,PH(5) BS MR,FP EA
3 Chhara P(2) PHS T,W PO,PH(40) BS MR,FP EA
4 Devli P(2),S CWC, PHS,
RMP, CHW
T,W PO,PH(50) BS MR EA
5 Mul-
Dwarka
P(2),S PHS, RMP T PO,PH(50) BS MR,NW EA
6 Panadar P(2),S PHS T,W PO,PH(1) MR,FP EA
7 Pipli P CHW T,W PH(5) BS MR,FP EA
8 Damli P T,W PO BS MR,FP EA
9 Kadodara P PHS, RMP T,W PH(12) BS MR EA
10 Pipalva
Bavana
P CHW, T,W PH(5) MR,FP EA
11 Jantrakhadi P CHW, T,W,TK PH(5) BS MR,FP EA
12 Nanavada P PHS, CHW T,W PH(5) BS MR EA
13 Kaj P,S PHS, RMP,
CHW
T,W,TK PO, PH(26) BS MR,FP EA
14 Velan P(4) MCW, PH, PHS,
FWC, RMP,
CHW, O
T,W PO, PH(40) BS MR EA
15 Malgam P,S PHS, CHW T,W PO, PH(10) BS MR,FP EA
16 Mitiyaj P(2),S PHS, CHW T,W,TK PO, PH(25) BS MR EA
17 Kodinar Kodinar being a town above information is not available in village Directory.
Source: Village Directory 2001, Junagarh (Gir-Somnath)-District, State Gujarat. (*2011 V.D. is yet to
be published.)
Medical Facility Education Facility Power Supply
H : Allopathic Hospital P : Primary or elementary
school
EA : Electricity of all Purpose
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D : Allopathic Dispensary M : Middle school ED : Electricity for Domestic
Purpose
MCW : Maternity and Child Welfare S : Secondary School EAG : Electricity for Agriculture
Purpose
MH : Maternity Home PUC : Senior Secondary School Communication Facility
HC : Health Centre C : College
PHC : Primary Health Centre AC : Adult literacy centre PO : Post office
FWC : Family Welfare Centre O : Other TO : Telegraph Office
RMP : Registered Private Medical
Practitioner
TR : Training School PTO : Post and Telegraph Office
CHW : Community Health Worker HS : Higher Secondary school PH : Telephone connection
SMP : Subsidized Medical Practitioner Drinking Water Facility Approach Road
D.
HOME
: Homeopathy Dispensary W : Well water PR : Paved road
HA : Ayurvedic Hospital TK : Tank water MR : Mud Road
DA : Ayurvedic Dispensary HP : Hand pump FP : Foot Path
TB : T.B Clinic R : River NR : Navigation river
NH : Nursing Home C Canal
HC : Health Centre TW Tube well Water
DU : Unini Dispensary T Tap Water
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5 PROPOSED INFRASTRUCTURE
5.1 Industrial Area (processing area)
Total Plot Area: 303,500 m2
Greenbelt Area: 16,818 m2
Plot Area to be left undeveloped: 51,282 m2
5.2 Residential Area (non-processing area)
Not Applicable
5.3 Green belt
Greenbelt Area: 16,818 m2
5.4 Social Infrastructure
Not Applicable
5.5 Connectivity (Traffic and transportation road/ rail/metro/water ways etc)
Please see Section 4.1
5.6 Drinking water management (source & supply of water)
Water required for drinking will be sourced Desalination plant using Reverse Osmosis.
5.7 Sewage system
Sewage treatment plant will be provided to treat the sewage generated as per Municipal Handling
Rules
5.8 Industrial waste management
Please refer section 3.9.1 & 3.9.2
5.9 Solid waste management
Please refer Table 3-6.
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5.10 Power requirement & supply/ source
Operational Period: 83.915 kWh/day. (Contractual load at any single point of time during operational
period as per worst case scenario will be 1,465 kW)
Supplied by: During Construction phase DG Sets will be used for Power Generation and Power will be
sourced from Port’s main substation during Operation Phase.
Backup: Proposed: DG set (2 No.) of capacity 600 KVA
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6 REHABILITATION AND RESETTLEMENTS (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 (a brief outline to
be given)
As per the land use and land cover data, present site is barren with no habitation including huts,
houses, permanent structures, etc. Hence no Rehabilitation and Resettlement (R&R) in the proposed
development.
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7 PROJECT SCHEDULE AND COST ESTIMATE
7.1 Likely date of start of construction and likely data of completion (time schedule
for the project to be given)
The construction work of the proposed isolated storage terminal is likely to commence after the
receipt of Environmental Clearance and Consent to Establish. The project completion is expected to
take 1 ½ to 2 years from the date of start.
7.2 Estimated project cost along with analysis in terms of economic viability of the
project.
The proposed project of storage tanks, dedicated liquid jetty and associated infrastructure for storage
and handling of LPG, POL and veg oils products will cost approx. INR 25-27Bn
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8 ANALYSIS OF PROPOSAL
8.1 Financial and social benefits with special emphasis on the benefit to the local
people including tribal population, if any, in the area
The project is expected to employ ~2,000 persons during construction of terminal, jetty and
associated infrastructure. Upon commissioning of the terminal and for regular operation, ~70 persons
will be on direct employment and ~1,000 persons will be on indirect employment.
In addition to this, the proposed project will create a base for development of allied industries in the
region viz fabrication, construction, maintenance etc and thus, lead to further employments
opportunities, improvement quality of life of people in the project region especially area around
Chhara
Table 8-1: Different types and number of vessels
Serial No. Product Number of Vessels
(Approx.)
Types of Vessels
1 LPG 167 VLGC & Pressurized LPG Carrier
2 POL 134 Medium Range Tanker & Large Range
Tanker
3 Veg. Oils 167 General Purpose Tanker
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Annexure 1: EC for Simar Port
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KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 36
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WEST COAST LIQUID
TERMINAL PVT. LTD.
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STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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TERMINAL PVT. LTD.
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Annexure 2: CRZ clearance for development of Greenfield port at Chhara
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WEST COAST LIQUID
TERMINAL PVT. LTD.
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STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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WEST COAST LIQUID
TERMINAL PVT. LTD.
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STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 46
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 49
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 50
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 52
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
KADAM ENVIRONMENTAL CONSULTANTS | SEPTEMBER, 2016 53
WEST COAST LIQUID
TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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TERMINAL PVT. LTD.
PRE-FEASIBILITY REPORT FOR DEVELOPMENT OF LPG AND LIQUID
STORAGE TERMINAL AT PORT AT CHHARA, VILLAGE CHHARA-SARKHADI, TALUKA KODINAR, DISTRICT GIR SOMNATH, GUJARAT PRE- FEASIBILITY REPORT
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Annexure 3: Port Notification (Gujarat Government Gazette)
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