PRE-FEASIBILITY REPORT - environmentclearance.nic.in · Indian Oil Corporation Limited (IOCL), Ambala Terminal, GT Road, Ambala Cantt, Dist. Ambala -133001, and Haryana. This proposed

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

mailto:[email protected]

mailto:[email protected]

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




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




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




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




LIST OF FIGURES

Figure 3-1: Process Flow Diagram ...................................................................................... 20




LIST OF MAPS

Map 3-1: Site Location Map ................................................................................................ 15

Map 3-2: Site Location on Google image ............................................................................ 16




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




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.




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.




(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.




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.




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.


Eco Chem Sales & Services, Surat Expansion of Isolated Storage & Handling of Hazardous Chemical of Ethanol 13

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)



Storage Capacity

(KL)



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


Eco Chem Sales & Services, Surat

Expansion of Isolated Storage & Handling of Hazardous Chemical of Ethanol

14

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.




15

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




16

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.




17

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.



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)


Storage Capacity

(KL)


Capacity of Tanks

(KL)

Storage Capacity

(KL)

Capacity of Tanks

(KL)


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.




19

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.




20

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.




21

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.




22

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




23

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.




24

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.

https://en.wikipedia.org/wiki/Ahmednager




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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



Annexure 1: Site Layout Plan

Note: TTs are parked in slots in TT parking area




Annexure 2: Land Document







Annexure 3: Copy of CTO










Annexure 4: Copy of Authorization under Hazardous and Other Wastes (Management & Transboundary Movement) Rules, 2016




Documents

PRE-FEASIBILITY REPORT - environmentclearance.nic.in · Indian Oil Corporation Limited (IOCL), Ambala Terminal, GT Road, Ambala Cantt, Dist. Ambala -133001, and Haryana. This proposed