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TRANSCRIPT
PRE-FEASIBILITY REPORT
FOR
EXPANSION OF ISOLATED STORAGE & HANDLING OF
HAZARDOUS CHEMICAL OF ADDITIONAL STORAGE OF
6,747 KL OF ETHANOL
AT
Indian Oil Corporation Limited (IOCL), Ambala Terminal,
Ambala Cantt, Tehsil Ambala, District Ambala, Haryana.
Total Ethanol Storage Capacity After
Expansion: 6,887 KL
Plot Area: 23.05 Acres
Cost of the Project: 5.46 Crores
[Schedule 6 (b), Category–B as per EIA Notification 2006,
amended till date]
December – 2018
APPLICANT
CONSULTANTS
Indian Oil Corporation Ltd.
Ambala Terminal, GT Road, Ambala Cantt, Dist. Ambala, PIN: 133001, State: Haryana
E-mail: [email protected] Tel No: +91 9414085706
Eco Chem Sales & Services
Office floor, Ashoka Pavilion ’A’ New Civil Road, Surat, 395001
(NABET Accredited-NABET/EIA/1417/ SA 2 002)
E-mail: [email protected] Tel No: +912612231630
PREFEASIBILITY REPORT IOCL, AMBALA
Eco Chem Sales & Services, Surat Expansion of Isolated Storage & Handling of Hazardous
Chemical of Ethanol 1
CONTENTS
1 EXECUTIVE SUMMARY ............................................................................................... 8
(i) Introduction ............................................................................................................. 8
(ii) Project Description .............................................................................................. 8
(iii) Environment ........................................................................................................ 9
(iv) Environment sensitivity ........................................................................................ 9
(v) Conclusion ........................................................................................................ 10
2 INTRODUCTION OF THE PROJECT/ BACKGROUND INFORMATION .................... 11
2.1 Identification Of Project And Project Proponent .................................................... 11
2.1.1 Brief description of Nature of the Project ........................................................ 12
2.2 Need for the Project and its Importance to the Country and or Region .................. 14
2.3 Demand Supply Gap ............................................................................................. 14
2.4 Import vs Indigenous production ........................................................................... 14
2.5 Export Possibility .................................................................................................. 14
2.6 Domestic/Export Markets ...................................................................................... 14
2.7 Employment Generation (Direct and Indirect) due to the project ........................... 14
3 PROJECT DESCRIPTION ........................................................................................... 15
3.1 Type Of Project Including Interlinked And Interdependent Project, If Any .............. 15
3.2 Location with co-ordinates .................................................................................... 15
3.2.1 Site location ................................................................................................... 15
3.2.2 Project Co-ordinates ...................................................................................... 16
3.3 Details of Alternate Sites Considered .................................................................... 17
3.4 Size or Magnitude of the Operations ..................................................................... 17
3.5 Project Description with Process Details ............................................................... 19
3.5.1 Activities at Terminal ...................................................................................... 19
3.5.2 Way to Operate/Operating Culture ................................................................. 20
3.5.3 Culture of Safety ............................................................................................ 21
3.6 Raw Materials & Final Products ............................................................................ 21
3.7 Resource optimization/recycling and reuse envisaged in the project ..................... 21
3.8 Availability of water its source, Energy/power requirement and source ................. 21
3.8.1 Power Requirement ....................................................................................... 21
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Chemical of Ethanol 2
3.8.2 Fuel Requirement .......................................................................................... 21
3.8.3 Water Requirement ........................................................................................ 22
3.9 Quantity of wastes (Liquid, gas & Solid) to be generated and scheme for their
Management / disposal ................................................................................................... 22
3.9.1 Waste Water and its Management ................................................................. 22
3.9.2 Solid and Hazardous Wastes and Management ............................................ 23
3.10 Schematic representations of the feasibility drawing which give information of EIA
purpose ........................................................................................................................... 23
4 SITE ANALYSIS .......................................................................................................... 24
4.1 Connectivity .......................................................................................................... 24
4.2 Land Form, Land Use and Land ownership .......................................................... 24
4.3 Topography (along with map) ............................................................................... 24
4.4 Existing land use pattern ....................................................................................... 24
4.5 Existing Infrastructure ........................................................................................... 24
4.6 Soil Classification .................................................................................................. 25
4.7 Climatic Data from Secondary Sources ................................................................. 25
4.8 Seismic zone ........................................................................................................ 26
4.9 Social Infrastructure .............................................................................................. 26
4.9.1 Health & Education ........................................................................................ 26
4.9.2 Fire & Emergency .......................................................................................... 26
5 PLANNING BRIEF ...................................................................................................... 27
5.1 Planning concept .................................................................................................. 27
5.2 Population Projection ............................................................................................ 27
5.3 Landuse Planning ................................................................................................. 27
5.4 Assessment of Infrastructure Demand .................................................................. 27
5.5 Amenities/ Facilities .............................................................................................. 27
6 PROPOSED INFRASTRUCTURE ............................................................................... 28
6.1 Industrial Area (Processing Area) ......................................................................... 28
6.2 Residential Area (Non Processing Area) ............................................................... 28
6.3 Green Belt ............................................................................................................ 28
6.4 Social Infrastructure .............................................................................................. 28
6.5 Connectivity (Traffic and Transportation Road/ Rail/ Metro/ Water ways etc) ........ 28
6.6 Drinking Water Management ................................................................................ 29
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6.7 Sewage System .................................................................................................... 29
6.8 Solid & Industrial Waste Management .................................................................. 29
6.9 Power Requirement & Supply/ Source .................................................................. 29
7 REHABLITATION & RESETTLEMENT (R & R) PLAN ............................................... 30
7.1 Policy to be adapted (Central /State) in respect of the project affected persons
including home outsee, Land outsee and Landless labourers .......................................... 30
8 PROJECT SCHEDULE AND COST ESTIMATE ......................................................... 31
8.1 Likely date of start of construction and likely data of completion ........................... 31
8.2 Estimates project cost along with analysis in terms of economic viability of the
project ............................................................................................................................. 31
9 ANALYSIS OF THE PROPOSAL (FINAL RECOMMENDATIONS) ............................ 32
PREFEASIBILITY REPORT IOCL, AMBALA
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Chemical of Ethanol 4
LIST OF TABLES
Table 2-1: Schedule and category of the proposed project ................................................. 11
Table 2-2: Brief description of the project ............................................................................ 12
Table 2-3: Storage facility ................................................................................................... 13
Table 3-1: Latitude and Longitude of the Corners of the Proposed Project site ................... 16
Table 3-2: Existing and Proposed Storage Tanks Details .................................................... 18
Table 3-3: Fuel Consumption details ................................................................................... 22
Table 3-4: Water Consumption Details ................................................................................ 22
Table 3-5: Wastewater Generation and disposal ................................................................. 22
Table 3-6: Hazardous waste Generation and disposal ........................................................ 23
Table 4-1: Predominant/Mean Wind Direction, IMD Ambala................................................ 26
Table 6-1: Area breakup of the site ..................................................................................... 28
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Chemical of Ethanol 5
LIST OF FIGURES
Figure 3-1: Process Flow Diagram ...................................................................................... 20
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Chemical of Ethanol 6
LIST OF MAPS
Map 3-1: Site Location Map ................................................................................................ 15
Map 3-2: Site Location on Google image ............................................................................ 16
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Chemical of Ethanol 7
LIST OF ANNEXURES
Annexure 1: Site Layout Plan .............................................................................................. 34
Annexure 2: Land Document ............................................................................................... 35
Annexure 3: Copy of CTO ................................................................................................... 37
Annexure 4: Copy of Authorization under Hazardous and Other Wastes (Management &
Transboundary Movement) Rules, 2016 ............................................................................. 40
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Chemical of Ethanol 8
1 EXECUTIVE SUMMARY
(i) Introduction
Indian oil corporation (IOCL), has an isolated petroleum storage and distribution terminal
facility at ambala, Haryana for Aviation Turbine Fuel (ATF), High Speed Diesel (HSD),
HSD Winter Grade (W/G), Motor Spirit (MS), Diesel High Pour Point-A (DHPP-A)
Superior Kerosene Oil (SKO) & Ethanol. This terminal was established in the year 1982.
The company intends to increase storage capacity of Ethanol by 6,747KL at Indian Oil
Corporation Limited (IOCL), Ambala Terminal, GT Road, Ambala Cantt, Dist. Ambala -
133001, and Haryana.
Applicability of EIA notification – 2006
The project falls under following Schedule:
“Service Sector”, Project or Activity 6(b), Isolated storage and handling of hazardous
chemicals (As per threshold planning quantity indicated in column 3 of schedule 2 & 3 of
MSIHC Rules 1989 amended 2000)
After expansion the total storage capacity of very highly flammable liquids (MS and
Ethanol) will be 19,724 KL which exceeds the threshold quantity of 7,000 KL as
indicated in Schedule – 2 of MSIHC Rules 1989, as amended till date.
As unit was established prior EIA notification 2006, unit has valid CCA obtain from
Haryana Pollution Control Board.
(ii) Project Description
Currently, Ambala Terminal has cumulative storage capacity of 86,345 KL for Petroleum
products which includes Aviation Turbine Fuel (ATF) 9,362 KL, High Speed Diesel
(HSD) 43,743 KL, HSD Winter Grade (W/G) 5138 KL, Motor Spirit (MS)12,837 KL,
Diesel High Pour Point-A (DHPP-A) 6,747 KL, Superior Kerosene Oil (SKO) 8,378 &
Ethanol 140 KL.
After proposed expansion total Ethanol Storage Capacity will be increased to 6,887 KL.
Existing DHPP-A tank will be modified from Cone Roof to Internal Floating Roof and
used for storage of Ethanol. There is no involvement of additional construction at the
site.
Project activities at Terminal:
Receipt of product from Pipeline (Panipat Refinery): ATF, HSD, HSD (W/G), MS,
SKO.
Tank lorry unloading: Ethanol.
Sampling of Product from Tank after every receipt.
Tank lorry loading: ATF, HSD, HSD (W/G), MS, SKO & Ethanol.
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Emptying out of Tank at fixed interval for Maintenance/ Cleaning for Quality
Control adherence.
Opening of Strainers for Cleaning of Strainer‟s Filters at fixed interval.
Maintenance and Repair of various Equipments Viz. Pumps, Motors, Fire
Engines, Air Compressors etc.
(iii) Environment
Air Emissions
There are Two DG set (500 KVA) stacks and Seven Fire Engines Stacks at present.
Existing flue gas stacks are of firewater engine and DG sets. There will be no additional
air emission since existing DG sets will be used for proposed expansion. There will be
no process emission since it is not a manufacturing unit.
Water
Ambala Terminal has existing water requirement 2.2 KLD, which is used in domestic and
gardening purpose. Source of water is from existing two borewell (Application for NOC
from CGWA is under process.) There is no additional water requirement due to proposed
expansion since existing availability of water is sufficient.
Waste water
Domestic sewage is generated which is disposed into septic tank in existing unit. No
additional sewage will be generated due to proposed expansion.No industrial effluent will
be generated since manufacturing activity is not involved.
Hazardous Waste
There will be no additional hazardous waste generation due to proposed expansion. At
present used oil (sent to the authorize vendor) & oil containing cargo residue, washing
water and sludge (recycling into refineries) are generated.
Safety system at Terminal
Presently following safety systems are available at terminal:
HVLR (High Volume Long Range) system
Hydrocarbon detector
Foam pouring system
Fire hydrant pump
Fire extinguisher
Water sprinklers
(iv) Environment sensitivity
There is no agricultural, forestry, CRZ, National parks, Wild life sanctuary, Eco sensitive
areas within 15 km.
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Chemical of Ethanol 10
(v) Conclusion
There is no adverse impact anticipated on environment due to proposed expansion.
No additional land, construction, storage tanks, utilities, wastewater generation, air
emission & hazardous waste generation is envisaged. Existing infrastructure will be
utilized.
Due to the proposed expansion there will be reduction in fossil fuel consumption.
PREFEASIBILITY REPORT IOCL, AMBALA
Eco Chem Sales & Services, Surat Expansion of Isolated Storage & Handling of Hazardous
Chemical of Ethanol 11
2 INTRODUCTION OF THE PROJECT/ BACKGROUND
INFORMATION
2.1 Identification Of Project And Project Proponent
The proposed project is for expansion in storage capacity of Ethanol by 6,747 KL at
Indian Oil Corporation Limited (IOCL), Ambala Terminal, GT Road, Ambala Cantt, Dist.
Ambala -133001, and Haryana.
This proposed expansion falls under schedule/Activity; “Service Sector” under EIA
notification dated 14th September, 2006 and amended till date, to be appraised at EAC,
MOEFCC.
Details on schedule and category as per notification are shown in Table 2-1.
Table 2-1: Schedule and category of the proposed project
Project or Activity Category Proposed Expansion
6 (b)
Isolated storage and handling of hazardous chemicals
(As per threshold planning quantity indicated in column 3 of schedule 2 &
3 of MSIHC Rules 1989 amended 2000)
B Ethanol by 6747 KL
Project Proponent
Indian Oil Corporation (Indian Oil) is India's largest commercial enterprise with a sales
turnover of Rs. 3, 99,601 crore (US$ 61 billion) and profits of Rs. 10,399 crore (US$
1,589 million) for the year 2015-16. Indian Oil is ranked 161st among the world's largest
corporates (and first among Indian enterprises) in the prestigious Fortune „Global 500‟
listing for the year 2016.
As India's flagship national oil company, with a 33,000 strong work-force currently, Indian
Oil has been meeting India‟s energy demands for over half a century. With a corporate
vision to be 'The Energy of India' and to become 'A globally admired company,' Indian
Oil's business interests straddle the entire hydrocarbon value-chain – from refining,
pipeline transportation and marketing of petroleum products to exploration & production
of crude oil & gas, marketing of natural gas and petrochemicals, besides forays into
alternative energy and globalization of downstream operations.
Having set up subsidiaries in Sri Lanka, Mauritius and the UAE, the Corporation is
simultaneously scouting for new business opportunities in the energy markets of Asia
and Africa. It has also formed about 20 joint ventures with reputed business partners
from India and abroad to pursue diverse business interests.
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2.1.1 Brief description of Nature of the Project
Indian Oil Corporation Limited (IOCL) has an isolated petroleum storage and distribution
terminal facility at Ambala Terminal, Haryana. IOCL Ambala Terminal is involved in
Receipt, Storage, Handling & Distribution of Motor Spirit (MS), High Speed Diesel (HSD)
Aviation Turbine Fuel (ATF), HSD- Winter Grade, DHPP-A, Superior Kerosene Oil (SKO)
& Ethanol. The receipt of product through pipeline from IOCL Panipat refinery.
Brief description of the project & storage capacity of project is given in Table 2-2 & Table
2-3 respectively.
Table 2-2: Brief description of the project
Sr. No. Details Description
1 Nature Isolated Storage and Handling of hazardous chemicals
2 Product Existing capacity of Ethanol: 140 KL Proposed capacity of Ethanol: 6,747 KL
After expansion total capacity of Ethanol: 6,887 KL
3 Location IOCL, Ambala Terminal, GT Road, Ambala Cantt, Dist. Ambala -133001, Haryana
4 Cost of the project
Approx. INR 5.46 Cr.*
* Final project cost to be considered after finalization of tendering process.
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Table 2-3: Storage facility
S. No. Class of Products
Material
Existing Additional Total
Storage Capacity (KL)
Capacity of Tanks (KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
Capacity of Tanks (KL)
Storage Capacity
(KL)
Capacity of Tanks (KL)
Nos. of Storage Tanks
Storage capacity in KL (Class A/B/C)
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 = C4 +
C7 C11 = C5+C9
C12 = C6 + C8
C13
1
A
Ethanol 140 (2 x 70) 2 6,747 1 (1 x 6,747) 6,887 (2 x 70)
(1 x 6,747) 3
19,724
2 MS 12,837
(1 x 4,372)
3 0 0 0 12,837
(1 x 4,372)
3 (1 x 4,282) (1 x 4,282)
(1 x 4,183) (1 x 4,183)
3
B
HSD 43,743 (2 x 18,500) (1 x 6,743)
3 0 0 0 43,743 (2 x 18,500) (1 x 6,743)
3
66,621
4 HSD(W/G) 5,138 (1 x 5,138) 1 0 0 0 5,138 (1 x 5,138) 1
5 ATF 9,362 (1 x 5,153)
2 0 0 0 9,362 (1 x 5,153)
2 (1 x 4,209) (1 x 4,209)
6 DHPP(A) 6,747 ( 1 x 6,747) 1 -6,747 -1 (1 x -6,747) 0 0 0
7 SKO 8,378 (1 x 4,177)
2 0 0 0 8,378 (1 x 4,177)
2 (1 x 4,201) (1 x 4,201)
Total 86,345 - 14 0 0 86,345 - 14 86,345
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2.2 Need for the Project and its Importance to the Country and or Region
Government of India proposes to increase Ethanol blending up to 8-10% aiming to
reduce dependency on fossil fuels and to reduce pollution levels. In view of this policy,
IOCL-Ambala proposed expansion to increase storage of Ethanol from 140 KL to 6,887
KL.
Easily availability of Ethanol from nearby sources i.e. Sugar industries in UP. It will
create employability to local people.
2.3 Demand Supply Gap
Not Applicable.
2.4 Import vs Indigenous production
Not Applicable.
2.5 Export Possibility
Not Applicable.
2.6 Domestic/Export Markets
MS, HSD, Superior Kerosene and Ethanol (for blending) are being used as a
transportation fuel in vehicles. Demand of vehicular fuel is continuously increasing.
2.7 Employment Generation (Direct and Indirect) due to the project
During the modification/construction phase around ~ 15 people will be required on
contractual bases.
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3 PROJECT DESCRIPTION
3.1 Type Of Project Including Interlinked And Interdependent Project, If
Any
There is no interlinked and interdependent project.
3.2 Location with co-ordinates
3.2.1 Site location
The project is located at village Ambala Cantt, Tehsil and district Ambala, Haryana.The
site is easily approachable via NH-1 Grand trunk road and Jagadhari road. General and
specific location of the site is shown in Map 3-1 and coordinates of six corners of the site
in given in Table 2-1.
Map 3-1: Site Location Map
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3.2.2 Project Co-ordinates
The co-ordinates of the project site are given in Table 3-1 Google image is shown in
Map 3-2.
Table 3-1: Latitude and Longitude of the Corners of the Proposed Project site
Point Latitude Longitude
A 30°19'34.86"N 76°50'14.52"E
B 30°19'42.36"N 76°50'12.37"E
C 30°19'48.21"N 76°50'23.80"E
D 30°19'37.24"N 76°50'33.28"E
E 30°19'34.19"N 76°50'22.36"E
F 30°19'36.76"N 76°50'21.23"E
Map 3-2: Site Location on Google image
A detailed site layout plan is attached as an Annexure 1.
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3.3 Details of Alternate Sites Considered
The proposed project is expansion of Ethanol storage capacity by 6,747 KL at an
existing site, with requisite facilities available at site hence, no alternate sites considered
3.4 Size or Magnitude of the Operations
Presently, Ambala Terminal has cumulative storage capacity of 86,345 KL for ATF, HSD,
HSD (W/G), MS, SKO & Ethanol. Proposed expansion will increase Ethanol storage
capacity of Ambala Terminal by 6,747KL. The details for existing and additional storages
are given in Table 3-2.
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Table 3-2: Existing and Proposed Storage Tanks Details
S. No.
Class of Products
Material
Existing Additional Total after expansion
Storage Capacity
(KL)
Capacity of Tanks
(KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
Capacity of Tanks
(KL)
Storage Capacity
(KL)
Capacity of Tanks
(KL)
Nos. of Storage Tanks
Storage capacity
in KL (Class A/B/C)
C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 = C4
+ C7 C11 = C5+C9
C12 = C6 + C8
C13
1
A
Ethanol 140 (2 x 70) 2 6,747 1 (1 x 6,747) 6,887 (2 x 70)
(1 x 6,747) 3
19,724
2 MS 12,837 (1 x 4,372) (1 x 4,282) (1 x 4,183)
3 0 0 0 12,837 (1 x 4,372) (1 x 4,282) (1 x 4,183)
3
3
B
HSD 43,743 (2 x
18,500) (1 x 6,743)
3 0 0 0 43,743 (2 x
18,500) (1 x 6,743)
3
66,621
4 HSD(W/G) 5,138 (1 x 5,138) 1 0 0 0 5,138 (1 x 5,138) 1
5 ATF 9,362 (1 x 5,153) (1 x 4,209)
2 0 0 0 9,362 (1 x 5,153) (1 x 4,209)
2
6 DHPP(A)* 6,747 ( 1 x 6,747) 1 -6,747 -1 (1 x -6,747) 0 0 0
7 SKO 8,378 (1 x 4,177) (1 x 4,201)
2 0 0 0 8,378 (1 x 4,177) (1 x 4,201)
2
Total 86,345 - 14 0 0
86,345 - 14 86,345
**Existing DHPP-A tank will be used for Ethanol storage, which is 6,747 KL and rest of the tanks will remain same.
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3.5 Project Description with Process Details
Indian Oil Corporation Limited (IOCL) Ambala Terminal is having storage facility of ATF,
HSD, HSD (W/G), MS, SKO & Ethanol. The Terminal operates in single shift and the
activity involved is receipt, storage and distribution of petroleum products. The Ambala
Terminal receives products from Panipat Refinery through pipeline as well as TT (in case
of Ethanol), and distribution of these products is done by road tankers to different
consumers.
Ambala Terminal has two TLF sheds with 11 bays each. 26 nos. of fully automated bays
(MS-6, HSD-12, SKO-3, ATF-4, HSD WG-2, DHPP-A-2). The terminal has a total of 14
Nos. pumps. (MS-2, HSD-3, SKO-2, ATF-2, DHPP-A-1, HSD WG-2, Ethanol-2).
The terminal is operated in accordance with the provisions of licenses and consents
granted by regulatory departments viz. Departments of Petroleum & Explosives Safety
Organization, Directorate of Factories, Manufacture, Storage & Import of Hazardous
Chemical Rules & Pollution Control Board etc. as per the applicable regulatory statutory
acts and rules of Govt. of India.
3.5.1 Activities at Terminal
Receipt of product from Pipeline: ATF, HSD, HSD (W/G), MS, SKO.
Tank lorry loading: ATF, HSD, HSD (W/G), MS, SKO & Ethanol.
Tank lorry unloading: Ethanol.
Tank Water Draining Operation.
Sampling of Product from Tank after every receipt.
Emptying out of Tank at fixed interval for Maintenance/ Cleaning for Quality
Control adherence.
Opening of Strainers for Cleaning of Strainer‟s Filters at fixed interval.
Maintenance and Repair of various Equipments Viz. Pumps, Motors, Fire
Engines, Air Compressors etc.
Process Flow Diagram of the operation at Terminal is enumerated as Figure 3-1.
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Figure 3-1: Process Flow Diagram
3.5.2 Way to Operate/Operating Culture
Each and every operation of the terminal is undertaken in line with well-defined Standard
Operating Procedures (SOPs). Any requirement to modify/ amend/ change the SOP is
only with approval of competent authority through Management of Change (MOC)
document.
SOP of Ethanol TT Decantation is given as follows:
Use Nitrile rubber hoses for TT decantation.
When not in use, keep the hose with both ends blind.
Perform QC checks before decantation.
Blend the anti-corrosion additive during decantation only @ 200 ppm.
Ensure proper earthing bonding, placement of wooden chokes immediately on
placement of Tank Truck.
After decantation ensure marshalling of empty vehicle to move it out of the
decantation area.
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3.5.3 Culture of Safety
All the employees/ Contract Workmen/ Security Guards/ Tank Lorry Crew etc. are
mandated to undergo certain proficiency training at regular intervals (but not later than
once every three years). The monthly mock drills are undertaken in line with pre fire
plans to gauge the effectiveness of preparation. Also, safety committee meeting are
undertaken monthly to discuss various safety related issues of the unit. Recently,
behavior based safety (BBS) has been embraced for bringing desired improvement on
sustained basis. Any maintenance work (Hot work/ Cold Work/ Electrical maintenance/
working at height etc.) is undertaken only subsequent to issuance of relevant work
permit. All the employees are subjected to health check on regular intervals. Each Tank
Lorry Crew undergoes mandatory eye testing at regular intervals to gauge various
deficiencies viz. Cataract, Vision problem, and night as well as color blindness.
3.6 Raw Materials & Final Products
The principal activity of the Ambala Terminal is storage, handling and distribution
services for petroleum products i.e. ATF, HSD, HSD (W/G), MS, SKO & Ethanol.
3.7 Resource optimization/recycling and reuse envisaged in the project
There will not be additional usage of resources due to proposed expansion.
3.8 Availability of water its source, Energy/power requirement and
source
3.8.1 Power Requirement
The existing electrical power requirement is 3,252 KW and is source from Uttar Haryana
Bijli Vitran Nigam Limited (UHBVNL). Two DG set of 500 KVA are available in case of
emergency uses.
There is no additional power requirement for said expansion.
3.8.2 Fuel Requirement
The details of fuel consumption are shown in Table 3-3.
There is no additional fuel requirement for said expansion.
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Table 3-3: Fuel Consumption details
Sr. No.
Stack Attached to
Capacity Stack Nos.
Type of Fuel used
Fuel consumption
(LPH)
Remarks
Existing
1 DG set 2x500 KVA 2 Diesel 40 During the
power failure only.
2 Fire water
Engine pump
7 x Fire water pump (616 m3/hr head 105
m.)
7 Diesel 50 During drill
only.
Proposed
No additional Power or Fuel requirement
3.8.3 Water Requirement
Water will be sourced from existing two borewells*. Total 2.2 KLD water is required for
domestic and gardening use in existing project.
No additional water will be required for said expansion. Details of the same are given in
Table 3-4.
Table 3-4: Water Consumption Details
S. No.
Description Water Consumption in KLD
Existing Additional Total
1 Processing 0 0 0
2 Gardening 0.2 0 0.2
3 Domestic 2 0 2
Total 2.2 0 2.2
*Application for NOC from CGWA is under process.
3.9 Quantity of wastes (Liquid, gas & Solid) to be generated and scheme
for their Management / disposal
3.9.1 Waste Water and its Management
Domestic sewage generated is 1 KLD in existing project. There is and will be no
generation of industrial effluent. At present domestic wastewater is disposed off in soak
pit through septic tank. No additional sewage will be generated due to proposed
expansion project. Break up of wastewater generation along with disposal mode is given
in following Table 3-5.
Table 3-5: Wastewater Generation and disposal
S. No.
Description Wastewater Generation in KLD Disposal
Mode Existing Additional Total
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S. No.
Description Wastewater Generation in KLD Disposal
Mode Existing Additional Total
1 Industrial Operation 0 0 0 -
2 Gardening 0 0 0 -
3 Domestic 1 0 1 Septic tank
Total 1 0 1 -
3.9.2 Solid and Hazardous Wastes and Management
Details of Solid and Hazardous generated along with its management is provided in
Table 3-6.
Table 3-6: Hazardous waste Generation and disposal
S. No.
Hazardous Waste
Hazardous Waste
Category
Quantity Management
Existing Proposed Total
1 Used Oil 5.1 150
(L/Year) 0
150 (L/Year)
Sent to authorize Vendor.
2
Oil containing
cargo residue, washing
water and sludge
3.1 3.0
T/Annum 0
3.0 T/Annum
Recycling in refineries.
No additional Solid and Hazardous waste will be generated from proposed expansion.
3.10 Schematic representations of the feasibility drawing which give
information of EIA purpose
A drawing (i.e. Site Layout Plan) explaining the salient project features with an index
giving area break up is attached as an Annexure 1.
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4 SITE ANALYSIS
4.1 Connectivity
By Road
The site can easily approachable via NH-1 Grand trunk road (adjacent to Terminal),
Jagadhari Road (~ 1.85 km, NE direction).
By Air
Nearest airport is Chandigarh International airport located at an aerial distance of ~ 38 Km
in N direction.
By Rail
Nearest railway station is Ambala Cantonment Junction located ~ 1.61 km in NW direction.
4.2 Land Form, Land Use and Land ownership
The current landform is industrial and there will not be and any change in landuse pattern
after proposed expansion. The land agreement document is attached as an Annexure 2.
4.3 Topography (along with map)
Topography of the study area is almost flat and devoid of any major drainage. Entire area
is covered by vast alluvium plan.
There are no National Parks/ Wildlife Sanctuary/ Eco-sensitive zone Reserved Forests/
Protected forests with in the 10 km radius of the refinery area.
4.4 Existing land use pattern
The existing landuse pattern is industrial and will remain same after proposed expansion.
4.5 Existing Infrastructure
The main activities involve at Ambala Terminal are collection, storage and distribution of
fuel(s).
Following facilities are present in the plant:
Buildings: Administrative office, Control room, QC lab, Canteen, Pump house,
Loading-unloading Bay, Toilets
No. of Tanks : 14
Product handle at site: ATF, HSD, HSD (W/G), MS, SKO & Ethanol.
No. of Tank Lorry Loading bays: 26
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For Emergency/ stand by power: DG Sets. (02 Nos. of 500 KVA)
No. of Fire engines: 7 Nos. of 616 m3/hr capacity diesel driven fire engines as per
OISD STD 117.
Following Firefighting Facility provided at Plant:
Auto operated 07 Fire Engines, 6 Engines of Greaves make and 1 of Cummins
make, capacity 616 m3 per hour. There are 5 main FEs and 2 Standby FEs.
07 Diesel Tanks for fire Engines, each of capacity 900 Liters.
03 nos. of Fire Water Tanks, Total capacity 11,990 KL (Additional of 700 KL from
Pipeline Division to meet the OISD requirement of water is 12,320 KL). Fire Water
tank capacities: WT-1: 1500 KL, WT-1: 6270 KL & WT-3: 6270 KL.
For maintaining water pressure in hydrant line, 02 nos. of Jockey pumps are
available, each of capacity 93 m3 per hour.
9 kg/10 Kg DCP Fire Extinguishers: 99 nos.
25 kg DCP Fire Extinguishers: 11 nos.
75 Kg DCP Fire Extinguishers: 05 nos.
4.5 Kg CO2 Fire Extinguishers: 22 nos.
2.0 Kg CO2 Fire Extinguishers: 08 nos.
Monitors: 37 nos. (WCF: 30 nos. & WM: 7 nos.)
Hydrants Points: 29 nos.
HVLR Monitors: 6 nos. (5 nos. of 1000 GPM & 1 no. of 4000 GPM capacity)
HVLR Trolley 1000 GPM capacity: 02 nos.
Foam Trolley 100 ltr capacity: 04 nos.
Foam Trolley 200 ltr capacity: 02 nos.
WCFM Trolley 500 ltr capacity: 01 nos.
Sand Buckets: 75 nos.
Emergency Kit Trolley: 01 no.
First Aid Box: 02 nos.
Hand Sirens: 9 nos.
Sprinkler and Foam Pourer (Total 49 nos.) system provided on all 12 tanks.
Clean Agent System at Control Room.
4.6 Soil Classification
Not Required.
4.7 Climatic Data from Secondary Sources
As per the climatological norms 1981-2010 for the nearest IMD station Ambala:
Average daily maximum temperature remains at 38.1°C and average daily
minimum temperature remains at 6.4°C.
The highest temperature recorded is 42.8°C and lowest 2.7°C.
Average annual rainfall in this region is 898.2 mm with average 39.6 rainy days
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Humidity goes high up to 87% during monsoon and goes as low as 28% during
summer. Mornings are more humid than evenings.
Wind
Long term wind direction data is presented in Table 4-1. Overall for the whole year, first
and second predominant wind direction is from NW Direction and third predominant wind
direction is from SE Direction.
Table 4-1: Predominant/Mean Wind Direction, IMD Ambala
Month
Predominant Wind
First Second Third
Morning Evening Morning Evening Morning Evening
January CALM NW NW CALM SE SE
February CALM NW NW CALM SE SE
March CALM NW NW CALM SE SE
April CALM NW NW CALM SE SE
May SE NW CALM CALM NW SE
June SE NW CALM CALM NW SE
July CALM CALM SE NW E/NW NW
August CALM CALM SE NW NW SE
September CALM NW SE CALM NW W
November CALM CALM SE NW NW SE
November CALM CALM NW NW SE W/SE
December CALM CALM NW NW SE SE
4.8 Seismic zone
The study area lies in Seismic Zone IV.
4.9 Social Infrastructure
Ambala Sadar is a nearest city located at 0.60 km, NE direction from site. Other nearby
villages includes Dudhla, Kesupur, Brahmanpur, and Shahpur.
Ambala Sadar has an education facility available up to 12 std. Secondary and Higher
secondary education.
Ambala city and district headquarter located at ~ 8.20 km in NW direction from site.
Ambala Cantt is well developed city and well connected with major villages. It has facilities
related health, education, transportation etc.
4.9.1 Health & Education
Good health and education facilities are available in Ambala City.
4.9.2 Fire & Emergency
IOCL has fully developed disaster management plan.
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5 PLANNING BRIEF
5.1 Planning concept
Propose to increase Ethanol storage capacity by 6747 KL at the IOCL Ambala Terminal by
using existing one DHPP-A tank. After the proposed expansion it will increase up to 6887
KL. Existing DHPP-A tank will be modified from Cone Roof to Internal Floating Roof and
used for storage of Ethanol.
5.2 Population Projection
Not applicable
5.3 Landuse Planning
The total plot area is ~ 23.05 Acres. The proposed expansion will take place within the
existing premises. There is no requirement of any additional land as existing one tank will
be modified.
5.4 Assessment of Infrastructure Demand
All necessary infrastructures are available at site.
5.5 Amenities/ Facilities
The existing site is has required amenities/facilities such as Canteen facility for employees,
QC lab, Control room, Occupational Health Center (OHC) and emergency assembly point.
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6 PROPOSED INFRASTRUCTURE
6.1 Industrial Area (Processing Area)
Total Plot area is ~ 23.05 Acres. Total area breakup is given in Table 6-1.
Table 6-1: Area breakup of the site
Sr.No. Description Area (SQ. M) Area (%)
1 Admin Building 317 0.34
2 Calibration Tower 18 0.02
3 Canteen 221 0.24
4 Control Room 216 0.23
5 Electrical Substation (including D.G. Shed & Transformer Room)-PMCC
Area 160 0.17
6 Fire Pump House 52 0.06
7 Gantry Loading Area 1,300 1.39
8 Green belt 30,975 33.20
9 Pump House 610 0.65
10 Scrap Yard 200 0.21
11 Tank / Truck parking* 13,751 14.74
12 Tank Farm Area & Roads 44,228 47.41
13 TLF - Truck Loading Facility 1,250 1.34
Total 93,298 100
*TTs are parked in slots in TT parking area in site layout plan attached as Annexure 1.
6.2 Residential Area (Non Processing Area)
The amenities like fire water storage tank, Plantation area, admin building, canteen etc. is
already provided.
6.3 Green Belt
Total green belt area developed is 30,975 m2 which is equal to 33.20 % of total plot area.
6.4 Social Infrastructure
Covered in Section 4.8, chapter 4.
6.5 Connectivity (Traffic and Transportation Road/ Rail/ Metro/ Water ways
etc)
Covered in Section 4.1, chapter 4.
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6.6 Drinking Water Management
Drinking water is sourced from bore-well through RO.
6.7 Sewage System
Sewage water is treated into septic tank.
6.8 Solid & Industrial Waste Management
Covered in Section 3.9.2, chapter 3.
6.9 Power Requirement & Supply/ Source
Covered in Section 3.8,1, chapter 3
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7 REHABLITATION & RESETTLEMENT (R & R) PLAN
7.1 Policy to be adapted (Central /State) in respect of the project affected
persons including home outsee, Land outsee and Landless labourers
Not applicable.
Proposed project only for an expansion of Ethanol storage tank capacity within the existing
facility, was there is no additional land requirement. Hence rehabilitation & resettlements is
not required.
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8 PROJECT SCHEDULE AND COST ESTIMATE
8.1 Likely date of start of construction and likely data of completion
The proposed project is for expansion of Ethanol storage capacity, which will be take place
by using existing one DHPP-A tanks. Construction work is not required for proposed
project.
8.2 Estimates project cost along with analysis in terms of economic
viability of the project
Estimated project cost is approximately INR 5.46 Crores. Final Project cost to be
considered after finalization of tendering process.
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9 ANALYSIS OF THE PROPOSAL (FINAL RECOMMENDATIONS)
Availability of land at site.
Availability of internal infrastructure.
Availability of well-developed safety systems as per OISD norms.
Availability of connectivity for transportation of material.
Availability of existing skilled manpower.
Government of India proposes to increase Ethanol blending in fuels up to 8-10 % aiming to
reduce dependency on fossil fuels and to reduce pollution levels. In view of this policy,
IOCL-Ambala Terminal proposed expansion to increase storage of Ethanol from 140 KL to
6887KL.
It will largely –Reduce fossil fuel consumption
Reduce pollution level
Hence project is beneficial for country.
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ANNEXURE
S
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Annexure 1: Site Layout Plan
Note: TTs are parked in slots in TT parking area
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Annexure 2: Land Document
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Annexure 3: Copy of CTO
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Annexure 4: Copy of Authorization under Hazardous and Other Wastes (Management & Transboundary Movement) Rules, 2016
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