EC FOR EXPANSION OF ADDITIONAL STORAGE …environmentclearance.nic.in/writereaddata/Online/TOR/28_Apr_2017... · INDIAN OIL CORPORATION LIMITED, DELHI ... 3.4 SIZE OR MAGNITUDE OF

PREFEASIBILITY REPORT

For

EC FOR EXPANSION OF ADDITIONAL STORAGE TANKS

AT

IOCL TIKRI KALAN TERMINAL, N.H – 10, TIKRI KALAN-

GHEVRA MODE, NEW DELHI - 110041

BY

M/s. INDIAN OIL CORPORATION LIMITED, DELHI

APRIL, 2017

Project Proponent: Environmental Consultants:

INDIAN OIL CORPORATION LIMITED

Delhi Office,

2nd

Floor, WTC, Babar Road,

New Delhi - 110001

ECO CHEM SALES & SERVICES

Office Floor, Ashoka Pavilon-A,

New Civil Road, Surat- 395 001

TABLE OF CONTENTS

I ECO CHEM SALES & SERVICES MARCH, 2017

CONTENTS

1 EXECUTIVE SUMMARY ................................................................................................................... 1

1.1 PLANT FEATURES .................................................................................................................................................... 1

1.2 ENVIRONMENT ....................................................................................................................................................... 1

1.3 CONCLUSION ........................................................................................................................................................... 1

2 INTRODUCTION OF THE PROJECT................................................................................................ 2

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ................................................................. 2

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT .................................................................................. 2

2.2.1 Project proponent ........................................................................................................................................ 2

2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION ........... 3

2.4 DEMAND SUPPLY GAP ......................................................................................................................................... 3

2.5 IMPORTS VS. INDIGENOUS PRODUCTION .................................................................................................. 3

2.6 EXPORT POSSIBILITY ............................................................................................................................................. 3

2.7 DOMESTIC/EXPORT MARKETS .......................................................................................................................... 4

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ............................ 4

3 PROJECT DESCRIPTION .................................................................................................................. 5

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECT, IF ANY ........ 5

3.2 LOCATION WITH CO-ORDINATES ................................................................................................................... 5

3.2.1 Site location .................................................................................................................................................... 5

3.2.2 Project Co-ordinates ................................................................................................................................... 5

3.3 DETAILS OF ALTERNATE SITES CONSIDERED ............................................................................................. 6

3.4 SIZE OR MAGNITUDE OF THE OPERATIONS ............................................................................................... 6

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS ..................................................................................... 7

3.5.1 Activities at Terminal .................................................................................................................................. 8

3.5.2 Way to Operate/ Operating Culture ........................................................................................... 9

3.5.3 Culture of Safety ..................................................................................................................................... 9

3.6 RAW MATERIALS & FINAL PRODUCTS .......................................................................................................... 9

3.7 RESOURCE OPTIMIZATION/RECYCLING AND REUSE ENVISAGED IN THE PROJECT .................. 9

3.8 AVAILABILITY OF WATER RESOURCES, ENERGY/POWER REQUIREMENT AND SOURCE ......... 9

3.8.1 Power Requirement ..................................................................................................................................... 9

3.8.2 Fuel Requirement ......................................................................................................................................... 9

3.8.3 Water Requirement ..................................................................................................................................... 10

3.9 QUANTITY OF WASTES TO BE GENERATED AND SCHEME FOR THEIR

MANAGEMENT/DISPOSAL ............................................................................................................................................. 10

3.9.1 Waste Water Generation and Disposal ............................................................................................... 10

3.9.2 Solid and Hazardous Waste Generation and Disposal ................................................................. 10

3.10 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION

OF EIA PURPOSE ................................................................................................................................................................ 11

4 SITE ANALYSIS ................................................................................................................................. 13

4.1 CONNECTIVITY ........................................................................................................................................................ 13

4.1.1 By Road ............................................................................................................................................................ 13

4.1.2 By Air ................................................................................................................................................................. 13

4.1.3 By Rail ............................................................................................................................................................... 13

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ................................................................................... 13

4.3 TOPOGRAPHY (ALONG WITH MAP) ............................................................................................................... 13

4.4 EXISTING LAND USE PATTERN .......................................................................................................................... 13

4.5 EXISTING INFRASTRUCTURE .............................................................................................................................. 14

4.6 SOIL CLASSIFICATION ........................................................................................................................................... 14

II


PREFEASIBILITY REPORT FOR ONE ADDITIONAL STORAGE TANK AT TIKRI KALAN TERMINAL, NEW DELHI

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................................................ 14

4.8 SOCIAL INFRASTRUCTURE .................................................................................................................................. 15

5 PLANNING BRIEF ............................................................................................................................. 17

5.1 PLANNING CONCEPT ............................................................................................................................................ 17

5.2 POPULATION PROJECTION ................................................................................................................................ 17

5.3 LANDUSE PLANNING ............................................................................................................................................ 17

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND .......................................................................................... 17

5.5 AMENITIES/FACILITIES .......................................................................................................................................... 17

6 PROPOSED INFRASTRUCTURE ...................................................................................................... 18

6.1 INDUSTRIAL AREA .................................................................................................................................................. 18

6.2 RESIDENTIAL AREA ................................................................................................................................................ 18

6.3 GREEN BELT............................................................................................................................................................... 18

6.4 SOCIAL INFRASTRUCTURE .................................................................................................................................. 18

6.5 CONNECTIVITY ........................................................................................................................................................ 18

6.6 DRINKING WATER MANAGEMENT ................................................................................................................. 18

6.7 SEWAGE SYSTEM .................................................................................................................................................... 18

6.8 SOLID & INDUSTRIAL WASTE MANAGEMENT ........................................................................................... 18

6.9 POWER REQUIREMENT & SUPPLY/ SOURCE .............................................................................................. 18

7 REHABLITATION & RESETTLEMENT (R & R) PLAN ................................................................... 19

7.1 POLICY TO BE ADAPTED (CENTRAL /STATE) IN RESPECT OF THE PROJECT AFFECTED

PERSONS INCLUDING HOME OUTSEE, LAND OUTSEE AND LANDLESS LABOURERS .......................... 19

8 PROJECT SCHEDULE AND COST ESTIMATE ................................................................................ 20

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION ................... 20

8.2 ESTIMATES PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC VIABILITY OF

THE PROJECT ....................................................................................................................................................................... 20

9 ANALYSIS OF THE PROPOSAL (FINAL RECOMMENDATIONS) ................................................ 21

TABLE OF CONTENTS

III ECO CHEM SALES & SERVICES MARCH, 2017

LIST OF TABLES

Table 3-1: Latitude and Longitude of the Corners of the Proposed Project site .............................................5

Table 3-2: Details of Existing & Additional Chemicals Storage ..............................................................................7

Table 3-3: Fuel Consumption details .................................................................................................................................9

Table 3-4: Water Consumption Details .......................................................................................................................... 10

Table 3-5: Wastewater Generation and disposal ....................................................................................................... 10

Table 3-6: Hazardous waste Generation and disposal ............................................................................................ 10

Table 4-1: Distance of Project site from Water Bodies ............................................................................................ 14

Table 4-2: Predominant/Mean Wind Direction, IMD New Delhi ......................................................................... 15

IV



LIST OF FIGURES

Figure 2-1: Trends in Consumption of Petrol in India (Million Tonnes) ..............................................................3

Figure 3-1: Process Flow Diagram ......................................................................................................................................8

CH 1: EXECUTIVE SUMMARY

1 ECO CHEM SALES & SERVICES MARCH, 2017

1 EXECUTIVE SUMMARY

1.1 PLANT FEATURES

M/S Indian Oil Corporation Limited (IOCL) has existing isolated storage and terminal facility at Tikri

Kalan, New Delhi for petroleum storage and distribution terminal. Terminal is situated near Gheora

Mode at Rohtak Road, New Delhi. The plant is located 4.3 km away from the Gheora railway station

on the Delhi- Rohtak Road (NH-10). Total covered area of the plant is about 40 Acres.

The terminal involves receipt, storage and distribution of finished petroleum product (MS (motor

spirit), HSD (high speed diesel), SKO (superior kerosene oil) & Ethanol). The product is received from

Panipat Refineries through cross country pipelines. Terminal has 14 Storage Tanks. Delivery of

product to various customers is undertaken through pipelines as well as Tank Lorries.

Terminal has environmental clearance (F. No. J-11011/315/2007-IA II (I)) dated 30th

January, 2009 for

handling tankages facility of 39328 KL, now to fulfill high demand for MS additional storage tank

having 9000 kl capacity for MS is propoesd.

1.2 ENVIRONMENT

Air Emissions

Existing flue gas stacks are fire water engine and DG sets. No additional stack will be installed after

proposed expansion.

Water

Water will be sourced through tankers. Terminal‟s existing water requirement is 20 KLD. After

addition of new tank, domestic water consumption will not be increase.

Waste water

There will not be generation of industrial effluent. Domestic wastewater will be disposed of in soak

pit through septic tank.

Hazardous Waste

Hazardous waste like used oil and tank cleaning sludge is generated. Used oil will be sent to

authorize agency and tank cleaning sludge will be disposed by internal bio-remedial.

1.3 CONCLUSION

In the light of the above, we would like to state that IOCL, Tikri kalan terminal have established

procedures, systems and infrastructure for the additional storage tank of MS in place to protect the

environment. Hence construction of additional tank for MS will meet customers‟ requirements.

2



2 INTRODUCTION OF THE PROJECT

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The proposed project is for addition of one storage tank having 9000 KL storage capacity for Motor

Spirit (MS) at Tikri Kalan terminal, New Delhi.

As per the EIA notification dated 14th

September, 2006, as amended till date, said project falls under

the Project / Activity: 6(b) “ Isolated storage and handling of hazardous chemicals” under category

„B‟. Due to applicability of General Condition ie, Project falling within 5 km boundary of Haryana

state, this Category „B‟ project will be appraised at the central level as Category „A‟.

2.2 BRIEF DESCRIPTION OF NATURE OF THE PROJECT

M/S Indian Oil Corporation Limited (IOCL) has existing isolated storage and terminal facility at Tikri

Kalan, New Delhi for petroleum storage and distribution terminal.

Indian oil Corporation Ltd., POL (Petroleum Oil & Lubricants) is situated near Gheora Mode at

Rohtak Road, New Delhi. The plant is located 4.3 km away from the Gheora railway station on the

Delhi- Rohtak Road (NH-10). Total covered area of the plant is about 40 Acres. Plant is surrounded

by agricultural land on the west side and the IOCL bottling plant on the north and east side. The

HPCL Terminal is located on the further west side of the terminal. Delhi Rohtak railway track and FCI

godowns are located further on the north side of the installation.

The terminal involves receipt, storage and distribution of finished petroleum product (MS (motor

spirit), HSD (high speed diesel), SKO (superior kerosene oil) & Ethanol). The product is received from

Panipat Refineries through cross country pipelines. Terminal has 14 Storage Tanks. Delivery of

product to various customers is undertaken through pipelines as well as Tank Lorries.

Terminal has environmental clearance (F. No. J-11011/315/2007-IA II (I)) dated 30th

January, 2009 for

handling tankages facility of 39328 KL

2.2.1 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,' IndianOil'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 globalisation 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.

CH 2: INTRODUCTION OF THE PROJECT


2.3 NEED FOR THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY AND OR REGION

As per “All India Study on Sectorial Demand of Diesel & Petrol” study by Petroleum Planning and

Analysis Cell (Ministry of Petroleum & Natural Gas, Government of India), the following figure shows

the trend in consumption of MS in India over a period of 32 years (ie. 1971- 2013).

Figure 2-1: Trends in Consumption of Petrol in India (Million Tonnes)

Motor Spirit (MS), Motor Gasoline, Petrol and Gasoline are terms interchangeably used in India for

this light distillate product of refineries. Motor spirit (MS) is used as a transportation fuel in vehicles

such as passenger cars, two-wheelers and three-wheelers.

Therefore, as per this report CAGR for MS Consumption is 5.7%, to supply this high demand for MS,

additional storage tank for MS is propoesd.

2.4 DEMAND SUPPLY GAP

Due to increase in vehicals for transportation, there is huge demand of MS in local market.

2.5 IMPORTS VS. INDIGENOUS PRODUCTION

Not applicable

2.6 EXPORT POSSIBILITY

Not applicable

4



2.7 DOMESTIC/EXPORT MARKETS

Motor spirit (MS) is used as a transportation fuel in vehicles such as passenger cars, two-wheelers

and three-wheelers; to supply this high demand for MS, to suffice this requirement of MS, additional

storage tank is required.

2.8 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT

During the construction phase, around ~100 workers and during operational phase around 700

workers including contractors will be required. Local skilled and semi-skilled workers will be engaged

during construction phase.

CH 3: PROJECT DESCRIPTION


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

Tikri Kalan Terminal is situated near Gheora Mode at Rohtak Road, New Delhi. The plant is located

4.3 km away from the Gheora railway station on the Delhi- Rohtak Road (NH-10). Total covered

area of the plant is about 40 Acres. Plant is surrounded by agricultural land on the west side and

the IOCL bottling plant on the north and east side.

The site location map in India and in Delhi is shown as Map 3-1, Google image showing site

location is presented in Map 3-2.

Map 3-1: Site Location on in India and Delhi

3.2.2 Project Co-ordinates

The co-ordinates of the project site are given in Table 3-1.

Table 3-1: Latitude and Longitude of the Corners of the Proposed Project site

S. No. Point Latitude Longitude

1 A 28°41'11.16"N 76°59'7.41"E

2 B 28°41'10.52"N 76°59'14.40"E

6



S. No. Point Latitude Longitude

3 C 28°41'9.82"N 76°59'22.54"E

6 D 28°41'11.84"N 76°59'22.38"E

7 E 28°41'12.28"N 76°59'18.35"E

8 F 28°41'16.14"N 76°59'18.39"E

9 G 28°41'19.02"N 76°59'16.61"E

10 H 28°41'19.09"N 76°59'14.53"E

11 I 28°41'24.12"N 76°59'3.73"E

12 J 28°41'15.00"N 76°59'3.59"E

13 K 28°41'14.40"N 76°59'7.57"E

Map 3-2: Site Location on Google image

3.3 DETAILS OF ALTERNATE SITES CONSIDERED

No alternate site is considered, since this is an expansion project of additional tabk at an existing

site, with requisite facilities available at site and there is no interlinked project.

3.4 SIZE OR MAGNITUDE OF THE OPERATIONS

The Existing capacity of this storage terminal is 39328 KL. The terminal is having 15 tanks for

product storage. The terminal is providing storage and handling services to petroleum products

as per the market demand. Now, IOCL is proposing one additional storage tank of MS (9000 kl

capacity). The details for existing and additional chemical storage are given in Table 3-1.



Table 3-2: Details of Existing & Additional Chemicals Storage

S.

No. Material

Existing Additional Total

Storage

Capacity

(KL)

Nos. of

Storage

Tanks

Storage

Capacity

(KL)

Nos. of

Storage

Tanks

Storage

Capacity

(KL)

Nos. of

Storage

Tanks

1 MS

5203

4 9000 1 23830 5 5203

2212

2212

2 HSD

3422

7 - - 22879 7

3422

3422

3754

3754

3754

1351

3 SKO 1351 1 - - 1351 1

4 Ethanol

200

3 - - 600 3 200

200

Total 39660 15 9000 1 48660 16

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS

Tikri Kalan Terminal is a Petroleum Product Storage Terminal of Indian Oil Corporation Limited,

located in New Delhi, the Capital City of Republic of India. The terminals activity involves receipt,

storage and distribution of finished petroleum products like MS (motor spirit), HSD (high speed

diesel), SKO (superior kerosene oil) & Ethanol. The product is received from Panipat Refineries

through cross country pipelines.

At Tikri Kalan terminal product inlet is through Mathura Jalandhar pipeline which has commenced

on 27th

April 1982 & is around 763 kms in length. This pipeline runs around 147 kms from

Mathura to Delhi with a capacity of about 3.70 MMTPA. The entire route up to the terminal at Tikri

Kalan inside the existing LPG Plant Complex is fairly level with a variation of approximately 3

meter over the total route length. The Tikri Kalan Station Control Centre will be connected to

Bijwasan Master Control Station (MCS) through LAN for data transfer.

The field instrumentation at Tikri Kalan comprise pressure transmitters, pressure switches,

pressure gauges, turbine flow meters, ultrasonic flow meter, density meters, flow switches, level

switch, level transmitter, temperature gauge, temperature transmitter, scraper detector,

emergency shut-down switches etc.

Existing storage capacity of terminal is 39660 KLs with 15 tanks storing different products. On an

average 80 T/T were loaded per day with the help of TLF Gantry with 24 loading bays for different

products at the terminal

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.

8



3.5.1 Activities at Terminal

Tank Lorry Loading - MS, HSD

Tank Lorry Unloading : Ethanol

Ethanol blending, at TLF

Pipeline Receipt through Cross Country Pipeline – MS, HSD, SKO

Inter tank transfer

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 under:

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.

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 (but not later than once in

a year) to gauge various deficiencies viz. Cataract, Vision problem, night as well as color blindness.

3.6 RAW MATERIALS & FINAL PRODUCTS

The principal activity of the terminal is to provide storage and handling services only for liquid

petroleum products i.e. HSD, 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 RESOURCES, ENERGY/POWER REQUIREMENT AND

SOURCE

3.8.1 Power Requirement

The existing power requirement of the terminal is around 1000 KVA after addition of new tank

power requirement of the terminal will remain same. This Power requirement will be fulfilled

through the grid supply.

As a backup plan during emergency, terminal equipped with 3 DG Sets (400 + 400 + 82.5 KVA

capacity)

3.8.2 Fuel Requirement

The details of fuel consumption are shown in Table 3-3.

Table 3-3: Fuel Consumption details

S. No. Stack Attached to Capacity Stack

Nos.

Type of Fuel

used

Fuel

consumption

Existing

1

DG set

As a backup during

emergency

2 X 400 KVA 4 HSD 17 Ltr/ hrs at full

load

1 X 82.5 KVA 1 HSD 11 Ltr/ hrs at full

load

10



S. No. Stack Attached to Capacity Stack

Nos.

Type of Fuel

used

Fuel

consumption

2 Fire water Engine

pumps 3 X 616 m

3 5 HSD

14 Ltr/ hrs at full

load

Proposed

No flue gas stack will be added after proposed expansion

3.8.3 Water Requirement

Water will be sourced through tankers. As the terminal is providing only storage and handling

services, there is no water requirement for processing or operation, water is required only for

gardening and domestic purpose. Terminal‟s existing water requirement is 20 KLD. After addition

of new tank, domestic water consumption will not be increase. So after proposed expansion water

consumption will be remain same.

Table 3-4: Water Consumption Details

S. No. Description Water Consumption in KLD

Existing proposed Total

1 Processing 0 0 0

2 Gardening 10 0 10

3 Domestic 10 0 10

Total 20 0 20

3.9 QUANTITY OF WASTES TO BE GENERATED AND SCHEME FOR THEIR

MANAGEMENT/DISPOSAL

3.9.1 Waste Water Generation and Disposal

Peak water consumption for the terminal is 20 KLD & wastewater 5 KLD. There will be no

generation of industrial effluent. Domestic wastewater will be disposed off in soak pit through

septic tank. Break up of wastewater generation along with disposal mode is given in following

table

Table 3-5: Wastewater Generation and disposal

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 5 0 5 Send to Septic

Tank

Total 5 0 5

3.9.2 Solid and Hazardous Waste Generation and Disposal

Table 3-6: Hazardous waste Generation and disposal

S. No. Hazardous

Waste

Hazardous

Waste Category

Quantity in MTPA Management

Existing Proposed Total

1 Used Oil 5.1 0.52 0 0.52 Disposed to



S. No. Hazardous

Waste

Hazardous

Waste Category

Quantity in MTPA Management

Existing Proposed Total

2 Tank cleaning

Sludge 3.3 6 0 6

authorized vendor

/agency

Note: Tank cleaning sludge will be generated once in a 5 year

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 below;

12



Map 3-3: Plant layout map

CH 4: SITE ANALYSIS


4 SITE ANALYSIS

4.1 CONNECTIVITY

4.1.1 By Road

The site is well connected to the NH 10 in S direction 10 meters. Products handled are mainly

Petroleum Oil and Lubricants (POL).

4.1.2 By Air

Indira Gandhi International airport is nearest airport at aerial distance of 18 km towards SE direction

4.1.3 By Rail

Nearest Major railway station is New delhi which is at an aerial distance of about 23.0 km towards

ESE direction from project site.

Ghevra Railway Station (3 km) and Bahadurgarh Railway Station (5 km) are the very nearby railway

stations

Nearest Metro station is Mundka Metro station, which is at about 5 km towards E direction.

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP

There is no change in landuse as this is existing facility. IOCL; Tikri Kalan Terminal is located on

Delhi-Rohtak Road (NH-10). Land document of plot is attached as Annexure 12.

4.3 TOPOGRAPHY (ALONG WITH MAP)

The Tikri Kalan district is lying between 76º 59‟ 15” longitude east and 28º 57‟ 34” latitude north.

Town has transformed into a well known industrial hub of NCR. Massive industrialization and

commercialization has brought about a change in the climatic conditions of the region too. Basically,

the region falls in the West sub-district of New Delhi. It lies in the northern part of India. It is

physically located on an alluvial plain at a height of 206 meters above sea level. The composition of

the soil is heterogeneous while the texture is sandy loam. Besides this, the soil is deficient in

nitrogen, phosphorous and organic carbon. Water resources are less in this region.

There are no National Parks/ Wildlife Sanctuary/ Eco-sensitive zone Reserved Forests/ Protected

forests with in the 10 km radius of the terminal area.

4.4 EXISTING LAND USE PATTERN

There is no change in landuse as this is existing facility.

Land use pattern:

Existing Land use pattern: Industrial

site lies in a non- agriculture land

No Forest land is involved in the subject Expansion Project

Distances of project site from Water Bodies are given in Table 4-1

14



Table 4-1: Distance of Project site from Water Bodies

Water body Distance in km Direction

Ghevra village pond 1 NE

Tikri kalan village Pond 2 WSW

Canal 6 SE

4.5 EXISTING INFRASTRUCTURE

Existing facility is petroleum product storage and handling Terminal since 2014.

There is no manufacturing activities is at terminal site, the Operations and activities carried out at

IOCL Tikri kalan Terminal is mainly involve collection, storage and distribution of fuel(s) from the

Supply Sources to the Catered Region.

Following facilities are present in the plant

Buildings: Administrative office, Canteen, Store, Pump house, Loading-unloading Bay, Toilets,

First aid station

No. of Tanks : 15

Product handle at site: HSD, SKO, MS, Ethanol

No. of Tank Lorry Loading bays: 24

For Emergency/ stand by power: DG Sets. (02 Nos. of 400 KVA + 01 No. of 82.5 KVA)

No. of Fire water tanks : 2 (capacity 4300 KL each)

No. of Fire Pumps : 5 (3 main and 2 standby Diesel pump having capacity of 616 m3/hr)

No. of Jockey Pumps : 2 (18 m3/hr)

Following Safety Measures provided at Plant

Sprinkler system to each tank

Earthling to each tank

Smoke detector

HVLR (High Volume Long Range) system

Rim seal provided to floating roof as a fire protection system

Foam layer provided to storage tank

4.6 SOIL CLASSIFICATION

As additional tank will be installed in existing facility. As soil classification of the area is known,

further classification is not required.

4.7 CLIMATIC DATA FROM SECONDARY SOURCES

Information presented in subsequent paragraphs is from the most recently published Long Term

Climatological Tables for the nearest observatory, at New Delhi (palam) (Station ID: (42181)D.O.(I))

by the Indian Meteorological Department (IMD). IMD Station situated at the Indira Gandhi

International Airport, New Delhi since 1952, area around is plain; exposure good.

Temperature

The highest monthly temperature (mean) & daily maximum temperature (mean) recorded are 45°C

(in the month of May)) & 40.3°C (in the month of May) respectively.

January is generally the coldest month, with daily minimum (mean) temperature of 3.6°C.

CH 4: SITE ANALYSIS


During post-monsoon season, i.e. Oct-Dec, mean dry bulb temperatures remain between 11.0°C –

30.4°C.

Humidity

Most humid conditions are found in the monsoons, followed by summer, post-monsoons, and

winter in that order. Mornings are more humid than evenings; highest relative humidity is recorded

as 86% in January mornings followed by 80% in December mornings.

During post monsoon season, 68% the highest humidity is in the morning of November month

while 65% the lowest humidity is in the evening of October.

Rainfall

The total rainfall in year is observed to be 674.5 mm. Distribution of rainfall by season is 45.3 mm in

winter (December, January, February), 60 mm in summer (March, April, May), 550.5 mm in monsoons

(June, July, August, September) and 18.8 mm in post-monsoon (October - November).

Cloud Cover

The area remains cloudy between June - September, which is the active period of the monsoon

season. Cloud cover is 6-7 oktas during monsoon season, while it is 0-2 oktas in post monsoon,

winter and summer season.

Wind

Long term wind direction data is presented in Table 4-2. Overall for the whole year, first

predominant wind direction is from W Direction, second predominant wind direction is from SE and

third predominant wind direction is from SW Direction.

Table 4-2: Predominant/Mean Wind Direction, IMD New Delhi

Month

Predominant Wind

First Second Third

Morning Evening Morning Evening Morning Evening

January CALM NW W W SW CALM

February W/ CALM NW SW W SE SE

March W NW CALM W SW E

April W NW SW W CALM N/NE

May W NW SE W SW E

June W NW SE W E E

July W E SE E E SW

August W E SE W E NW

September W NW E W CALM E

October CALM NW W CALM SW N

November CALM CALM W W SW NW

December CALM CALM W W SW NW

4.8 SOCIAL INFRASTRUCTURE

The nearest villages are Tikri kalan, Mundka, Ghevra etc; the Nagloi is nearest viilage/town, where

health and educational facilities are well developed. Medical facilities, Primary Health Centre are

there in the area, imparting services, for advance medical facilities. Village people are availing

drinking water facilities generally from the hand pump, open well and tube well. Communication

16



services like post office and telephones are available in the nearby villages. Most of the villagers are

having mobile phones.

CH 5: PLANNING BRIEF

17 ECO CHEM SALES & SERVICES DECEMBER, 2016

5 PLANNING BRIEF

5.1 PLANNING CONCEPT

Propose to increase MS storage capacity at the Terminal by adding the following:

9000 KL capacity storage tank

5.2 POPULATION PROJECTION

As additional tank will be constructed in existing facility, there won‟t be any permanent migration of

people. Hence there should be no population projection.

5.3 LANDUSE PLANNING

The Total site area is 40 Acres. The area details of the existing facility and the additional facilities are

given below in the Table.

Sr. No. Description Area % of total Area

1 Storage tank farm area (existing) 15580 9.6

2 Storage tank farm area (additional) 4557 2.8

3 Utility Area 129 0.1

4 Administrative Building 809 0.5

5 Building Block 1214 0.7

6 Parking 129 0.1

7 Road 10198 6.3

8 Green Belt Area 6070 3.8

9 Fire Water Storage Area 3035 1.9

10 Loading Unloading Area 15489 9.6

11 TT Parking area 21819 13.5

12 Misc (TLF, Open space, scrap yard, lube oil, Officers coloney etc…) 82843 51.2

Total 161874 100.0

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

As terminal working since 2009; all necessary infrastructures are available at site. Hence, Additional

tank and related handling system will be constructed in existing facility.

5.5 AMENITIES/FACILITIES

The existing site is having Canteen facility for employees, Occupational Health Center (OHC) and

emergency assembly points etc.

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6 PROPOSED INFRASTRUCTURE

6.1 INDUSTRIAL AREA

Total Plot area is 161874 m2 (40 acre), in which Liquid chemical storage area is about ~ 15580 m

2.

6.2 RESIDENTIAL AREA

The amenities like fire water storage tank, Plantation area, admin building, canteen etc. is already

provided.

6.3 GREEN BELT

6070 m2 of total plot area is developed as greenbelt.

6.4 SOCIAL INFRASTRUCTURE

Covered in Section 4.8, chapter 4

6.5 CONNECTIVITY


6.6 DRINKING WATER MANAGEMENT

Drinking water is purchased from local suppliers.

6.7 SEWAGE SYSTEM

Sewage water gets collected through septic tank and disposed of.

6.8 SOLID & INDUSTRIAL WASTE MANAGEMENT


6.9 POWER REQUIREMENT & SUPPLY/ SOURCE

Covered in Section 3.8,1, chapter 3

CH 7: REHABLITATION & RESETTLEMENT

19 ECO CHEM SALES & SERVICES DECEMBER, 2016

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 additional storage tank within the existing facility, so rehabilitation &

resettlements is not required.

20



8 PROJECT SCHEDULE AND COST ESTIMATE

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION

The additional storage tank work is likely to be constructed within one year once the Environmental

Clearance is received

8.2 ESTIMATES PROJECT COST ALONG WITH ANALYSIS IN TERMS OF ECONOMIC

VIABILITY OF THE PROJECT

Estimated project cost is 17.5 Crores

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

Hence project is cost effective.

Documents

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