EIA & EMP for 100 MW Thermal Power Plant at...

PREFEASIBILITY REPORT

For

EC FOR EXPANSION OF ADDITONAL STORAGE TANKS AT

IOCL- DELHI TERMINAL,

BIJWASAN, NEW DELHI – 110061

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 CONTENT

1 ECO CHEM SALES & SERVICES MARCH, 2017

CONTENTS

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

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

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

1.3 CONCLUSION ........................................................................................................................................................... 2

2 INTRODUCTION OF THE PROJECT................................................................................................ 3

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT ................................................................. 3

2.1.1 Brief description of nature of the project ........................................................................................... 3

2.1.2 Project proponent ........................................................................................................................................ 3

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

2.3 DEMAND SUPPLY GAP ......................................................................................................................................... 4

2.4 IMPORTS VS. INDIGENOUS PRODUCTION .................................................................................................. 4

2.5 EXPORT POSSIBILITY ............................................................................................................................................. 4

2.6 DOMESTIC/EXPORT MARKETS .......................................................................................................................... 5

2.7 EMPLOYMENT GENERATION (DIRECT AND INDIRECT) DUE TO THE PROJECT ............................ 5

3 PROJECT DESCRIPTION .................................................................................................................. 6

3.1 TYPE OF PROJECT INCLUDING INTERLINKED AND INTERDEPENDENT PROJECT, IF ANY ........ 6

3.2 LOCATION WITH CO-ORDINATES ................................................................................................................... 6

3.2.1 Site location .................................................................................................................................................... 6

3.2.2 Project Co-ordinates ................................................................................................................................... 7

3.3 DETAILS OF ALTERNATE SITES CONSIDERED ............................................................................................. 8

3.4 SIZE OR MAGNITUDE OF THE OPERATIONS ............................................................................................... 8

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS ..................................................................................... 9

3.5.1 Activities at Terminal .................................................................................................................................. 9

3.5.2 Ethanol blending process ................................................................................................................... 10

3.5.3 Way to Operate/ Operating Culture ........................................................................................... 11

3.5.4 Culture of Safety ..................................................................................................................................... 11

3.6 RAW MATERIALS & FINAL PRODUCTS .......................................................................................................... 12

3.7 RESOURCE OPTIMIZATION/RECYCLING AND REUSE ENVISAGED IN THE PROJECT .................. 12

3.8 AVAILABILITY OF WATER RESOURCES, ENERGY/POWER REQUIREMENT AND SOURCE ......... 12

3.8.1 Power Requirement ..................................................................................................................................... 12

3.8.2 Fuel Requirement ......................................................................................................................................... 12

3.8.3 Water Requirement ..................................................................................................................................... 12

3.9 QUANTITY OF WASTES TO BE GENERATED AND SCHEME FOR THEIR

MANAGEMENT/DISPOSAL ............................................................................................................................................. 13

3.9.1 Waste Water Generation and Disposal ............................................................................................... 13

3.9.2 Solid and Hazardous Waste Generation and Disposal ................................................................. 13

3.10 SCHEMATIC REPRESENTATIONS OF THE FEASIBILITY DRAWING WHICH GIVE INFORMATION

OF EIA PURPOSE ................................................................................................................................................................ 13

4 SITE ANALYSIS ................................................................................................................................. 15

4.1 CONNECTIVITY ........................................................................................................................................................ 15

4.1.1 By Road ............................................................................................................................................................ 15

4.1.2 By Air ................................................................................................................................................................. 15

4.1.3 By Rail ............................................................................................................................................................... 15

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP ................................................................................... 15

4.3 TOPOGRAPHY (ALONG WITH MAP) ............................................................................................................... 15

4.4 EXISTING LAND USE PATTERN .......................................................................................................................... 15

4.5 EXISTING INFRASTRUCTURE .............................................................................................................................. 16

2


PREFEASIBILITY REPORT FOR ADDITIONAL STORAGE TANKS AT BIJWASAN TERMINAL, NEW DELHI

4.6 SOIL CLASSIFICATION ........................................................................................................................................... 16

4.7 CLIMATIC DATA FROM SECONDARY SOURCES ........................................................................................ 16

4.8 SOCIAL INFRASTRUCTURE .................................................................................................................................. 17

5 PLANNING BRIEF ............................................................................................................................. 19

5.1 PLANNING CONCEPT ............................................................................................................................................ 19

5.2 POPULATION PROJECTION ................................................................................................................................ 19

5.3 LANDUSE PLANNING ............................................................................................................................................ 19

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND .......................................................................................... 19

5.5 AMENITIES/FACILITIES .......................................................................................................................................... 19

6 PROPOSED INFRASTRUCTURE ...................................................................................................... 20

6.1 INDUSTRIAL AREA (PROCESSING AREA) ....................................................................................................... 20

6.2 RESIDENTIAL AREA (NON-PROCESSING AREA) ......................................................................................... 20

6.3 GREEN BELT............................................................................................................................................................... 20

6.4 SOCIAL INFRASTRUCTURE .................................................................................................................................. 20

6.5 CONNECTIVITY ........................................................................................................................................................ 20

6.6 DRINKING WATER MANAGEMENT ................................................................................................................. 20

6.7 SEWAGE SYSTEM .................................................................................................................................................... 20

6.8 SOLID & INDUSTRIAL WASTE MANAGEMENT ........................................................................................... 20

6.9 POWER REQUIREMENT & SUPPLY/ SOURCE .............................................................................................. 20

7 REHABLITATION & RESETTLEMENT (R & R) PLAN ................................................................... 21

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

PERSONS INCLUDING HOME OUTSEE, LAND OUTSEE AND LANDLESS LABOURERS .......................... 21

8 PROJECT SCHEDULE AND COST ESTIMATE ................................................................................ 22

8.1 LIKELY DATE OF START OF CONSTRUCTION AND LIKELY DATA OF COMPLETION ................... 22

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

THE PROJECT ....................................................................................................................................................................... 22

9 ANALYSIS OF THE PROPOSAL (FINAL RECOMMENDATIONS) ................................................ 23

TABLE OF CONTENT


LIST OF TABLES

Table 3-1: Latitude and Longitude of the Corners of the Proposed Project site .............................................7

Table 3-2: Details of Existing & Additional Chemicals Storage ..............................................................................8

Table 3-3: Fuel Consumption details .............................................................................................................................. 12

Table 3-4: Water Consumption Details .......................................................................................................................... 12

Table 3-5: Wastewater Generation and disposal ....................................................................................................... 13

Table 3-6: Hazardous waste Generation and disposal ............................................................................................ 13

Table 4-1: Distance of Project site from Water Bodies ............................................................................................ 15

Table 4-2: Predominant/Mean Wind Direction, IMD New Delhi ......................................................................... 17

Table 5-1: Area breakup for terminal ............................................................................................................................. 19

4



LIST OF FIGURES

Figure 2-1: Trends in Consumption of Petrol in India (Million Tonnes) ..............................................................4

Figure 3-1: Process Flow Diagram ................................................................................................................................... 10

Figure 3-2: Ethanol blending process............................................................................................................................. 11

CH 1: EXECUTIVE SUMMARY


1 EXECUTIVE SUMMARY

1.1 PLANT FEATURES

M/S Indian Oil Corporation Limited (IOCL), Bijwasan Depot is located besides IGI International

Airport-New Delhi, roughly 8 kms from Kapashera border in Delhi. This terminal of IOCL was

commissioned in 1982 and covers around 71 acres of land.

The Existing capacity of this storage terminal is 166036 KL. The terminal is having 23 tanks for

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

like MS (motor spirit), HSD (high speed diesel), SKO (superior kerosene oil), ATF (aviation turbine

fuel), MTO, LDO (light diesel oil), 93 octane, ethanol & lube oil and paraffin waxes as per the market

demand.

The Terminal also handles Ethanol, which is mixed in a proportion of 10% by volume with Motor

Spirit (MS) for dispatches. The existing two tanks are not able to cater to the demand of this

requirement. In view of the same the storage capacity need to be increased. Therefore, additional

two tanks for ethanol of 2000 KL storage capacity will be installed at site.

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 50 KLD. After

addition of two new tanks, 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

No Hazardous Waste Generated, as the product is BS-IV

Safety system

HVLR (High Volume Long Range) system

Foam pourers

Sprinkler system on AG Tanks

Rim seal fire protection system

Main Hydrant Ring with DH/WM/WCFM installed as per norms

MCP & integrated Fire Alarm Panel

Smoke detector

Hydro Carbon Detectors

Fire Extinguishers (10,25 & 75 KG)

MFFG

2



1.3 CONCLUSION

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

procedures, systems and infrastructure for the additional storage tanks of ethanol in place to protect

the environment. Hence construction of additional two tanks for ethanol will meet customers‟

requirements.

CH 2: INTRODUCTION OF THE PROJECT


2 INTRODUCTION OF THE PROJECT

2.1 IDENTIFICATION OF PROJECT AND PROJECT PROPONENT

The proposed project is for addition of two storage tanks having 2000 KL storage capacity for

Ethanol at Delhi Terminal, Bijwasan, 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‟.

2.1.1 Brief description of nature of the project

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

Bijwasan, New Delhi for petroleum storage and distribution.

IOCL Bijwasan Depot is located besides IGI International Airport-New Delhi, roughly 8 kms from

Kapashera border in Delhi. This terminal of IOCL was commissioned in 1982 and covers around 71

acres of land.

The terminal caters to the Retail Outlets of Delhi and consumers of NCR and beyond. The terminal

operates in 3 shifts and its activity involves receipt, storage and distribution of finished petroleum

product (MS (motor spirit), HSD (high speed diesel), SKO (superior kerosene oil), ATF (aviation

turbine fuel), MTO, LDO (light diesel oil), 93 octane, ethanol & lube oil and paraffin waxes). The

product is received from Mathura & Panipat Refineries through cross country pipelines. There is a

provision to receive LDO & Aviation Fuel through Tank Wagons as well. For storage of various

products, Delhi Terminal has 23 Storage Tanks. The product is dispatched to different Ros via Tank

Trucks..

2.1.2 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.

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

The Terminal also handles Ethanol, which is mixed in a proportion of 10% by volume with Motor

Spirit (MS) for dispatches. The existing two tanks are not able to cater to the demand of this

4



requirement. In view of the same the storage capacity need to be increased. Therefore, additional

two tanks for ethanol of 2000 KL storage capacity will be installed at site.

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 Tones)

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,

simultaneously ethanol quantity for blending will be increased, to suffice this requirement of

ethanol, additional storage tanks are required.

2.3 DEMAND SUPPLY GAP

Ethanol blending in ratio of 10% is being done in MS, the existing two tanks are not able to cater to

the demand of this requirement. In view of the same the storage capacity for Ethanol storage need

to be increased.

2.4 IMPORTS VS. INDIGENOUS PRODUCTION

Not Applicable

2.5 EXPORT POSSIBILITY

Not Applicable

CH 2: INTRODUCTION OF THE PROJECT


2.6 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, simultaneously ethanol quantity for

blending will be increased, to suffice this requirement of ethanol, additional storage tanks are

required.

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

During the construction phase, around ~100 workers will be required. Local skilled and semi-skilled

workers will be engaged during construction phase.

6



3 PROJECT DESCRIPTION

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

There is no interlinked project. It is interdependent project.

3.2 LOCATION WITH CO-ORDINATES

3.2.1 Site location

Bijwasan is one of the Vidhan Sabha constituency and part of South Delhi Lok Sabha constituency.

Bijwasan Terminal is situated just south of Indira Gandhi International Airport, New Delhi. The plant

is at just 0.7 Km east of Bijwasan railway station. The total area of the plant is about 71 Acres.

BPCL Depot is situated next to IOCL Depot on the Northern side and HPCL Depot is situated on the

southern side, Pushpanjali farm houses on the eastern side. Eastern side is comparatively less

populated and covered by some residential plots, farm houses, and agricultural fields. Railway siding

is located on the western side. Access to the site is through a 30ft road connecting IOCL and HPCL

Depot to the Link road of NH-8 – Delhi- Jaipur Highway.

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

presented in Map 3-2.

IOCL Terminal Bijwasan

CH 3: PROJECT DESCRIPTION


Map 3-1: Site Location Map

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

Sr. No. Point Latitude Longitude

1 A 28°32'15.97"N 77° 3'37.31"E

2 B 28°32'18.01"N 77° 3'35.83"E

3 C 28°32'26.19"N 77° 3'18.41"E

4 D 28°32'37.89"N 77° 3'27.97"E

5 E 28°32'31.67"N 77° 3'43.50"E

6 F 28°32'29.18"N 77° 3'43.31"E

7 G 28°32'26.39"N 77° 3'40.98"E

8 H 28°32'28.37"N 77° 3'36.88"E

9 I 28°32'21.18"N 77° 3'31.65"E

10 J 28°32'18.92"N 77° 3'35.51"E

11 K 28°32'16.96"N 77° 3'38.70"E

8



Map 3-2: Site Location on Google image

3.3 DETAILS OF ALTERNATE SITES CONSIDERED

This is an expansion project of additional tanks at an existing site, with requisite facilities available at

site hence, no alternate sites considered.

3.4 SIZE OR MAGNITUDE OF THE OPERATIONS

The Existing capacity of this storage terminal is 166036 KL. The terminal is having 23 tanks for

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

per the market demand. Now, IOCL apply for two additional storage tanks of 2000 KL capacity for

Ethanol. The details for existing and additional chemical storage are given in Table 3-2.

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

Material

Existing Additional Total

Storage Capacity

(KL)

Nos. of Storage Tanks

Storage Capacity

(KL)


Storage Capacity

(KL)


HSD

11000 1 - -

42396 4 13791 1 - -

10805 1 - -

6800 1 - -

MS

9163 1 - -

31952 4 8827 1 - -

6981 2 - -

SKO 8385 2 - - 13615 3



Material


Storage Capacity

(KL)


Storage Capacity

(KL)


Storage Capacity

(KL)


5230 1 - -

LDO 5200 1 - - 5200 1

ATF

16220 2 - -

62072 6

8655 1 - -

7194 1 - -

9783 1 - -

4000 1 - -

EMPTY 180 2 - - 360 2

93-OCTANE 180 1 - - 180 1

ETHANOL 938 2 2000 2 5876 4

Total storage quantity (KL)

166036 23 4000 2 170036 25

3.5 PROJECT DESCRIPTION WITH PROCESS DETAILS

Delhi Terminal, Bijwasan is a Petroleum Product Storage Terminal of Indian Oil Corporation Limited,

located in New Delhi, the Capital City of Republic of India. The terminal operates in 3 shifts and its

activity involves receipt, storage and distribution of finished petroleum product (Motor Gasolene,

Gas Oil and Aviation Fuel). The product is received from Mathura & Panipat Refineries through cross

country pipelines. There is a provision to receive LDO & Aviation Fuel through Tank Wagons as well.

For storage of various products, Delhi Terminal has 23 Storage Tanks. Delivery of product to various

customers is undertaken through pipelines as well as Tank Lorries. The Terminal also handles

Ethanol, which is mixed in a proportion of 10% by volume with Motor Gasoline for dispatches.

At Bijwasan 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. Storage capacity of terminal is 165720 KLs with 23 tanks

storing different products. Installation of an additional tank for Aviation turbine fuel is under

progress. On an average 400 T/T were loaded per day with the help of TLF Gantry with 30 loading

bays & 23 pumps 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.

3.5.1 Activities at Terminal

S&D Operation

Tank Truck loading operation

Tank Truck un-loading operation

Tank Truck calibration check

Pipeline receipt

Pipeline transfer

Tank farm operation

Pump house operation

PMCC operation

M&I of tank & other wquipments

10



Control room operation

Process Flow Diagram of the operation at Terminal is enumerated as under:

Figure 3-1: Process Flow Diagram

3.5.2 Ethanol blending process

Nominate the ETHANOL Tank (TK-21 or TK-22) for MS- Ethanol blending at TLF.

Nominate the ETHANOL Pump (E1 OR E2) for pumping ETHANOL to TLF through the nominated

ETHANOL Tank (TK-21 or TK-22).

Carry out gauging of the tanks and upload the gauges in SAP.

Check line up of the nominated tanks & pumps or pump sequence for TLF Operation, by

opening valves which are numbered for Operating sequence as below.



Figure 3-2: Ethanol blending process

3.5.3 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.

3.5.4 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

12



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, ATF, 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 Terminal‟s Electrical power is supplied by BSES through a 6.6/0.415 KV Transformer. As a backup

plan during emergency, terminal equipped with 02 Nos. of 750 KVA & 01 No. of 500 KVA DG Sets.

3.8.2 Fuel Requirement

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

Table 3-3: Fuel Consumption details

Sr. No. Stack Attached to Capacity Stack Nos. Type of Fuel used Fuel consumption

Existing

1 DG set 2 x 750 KVA +

1 x 500 KVA 5 HSD

140 Ltr/hr. at full

load

2 Fire water Engine

pumps 8 x 616 m

3 8 HSD

35 Ltr/hr. at full

load

Additional

No flue gas stack will be added after additional tankage

3.8.3 Water Requirement

Water will be sourced Tankers. As the terminal is providing only storage and handling services, there

is no any water requirement for processing or operation, water is required only for gardening and

domestic purpose. Terminal‟s existing water requirement is 50 KLD. After addition of two new tanks,

domestic water consumption will not be increase. So after proposed expansion water consumption

will be remain same as 50 KLD.

Table 3-4: Water Consumption Details

S. No. Description Water Consumption in KLD


1 Processing 0 0 0

2 Gardening 10 0 10



S. No. Description Water Consumption in KLD


3 Domestic 40 0 40

Total 50 0 50

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 50 KLD & wastewater 20 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 20 0 20 Send to Septic

Tank

Total 20 0 20

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 60 liters 0.00 60 liters Disposed to

authorized agency

2 Tank cleaning

Sludge 3.3 0.6 0.02 0.62 Internal Bio- remedial

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;

14



Map 3-3: Plant layout map

CH 5: PLANNING BRIEF


4 SITE ANALYSIS

4.1 CONNECTIVITY

4.1.1 By Road

The site is easily approachable through UER-II & Shahi road or Najafgarh-Kapshara road which is

well connected with NH-8 joining New Delhi - Gurugram (Gurgaon) - Jaipur.

4.1.2 By Air

Indira Gandhi International airport is nearest airport at aerial distance of <1km towards NE direction

4.1.3 By Rail

Nearest major railway station is New Delhi which is at an aerial distance of about 25.0 km towards

NE direction from project site.

Bijwasan Railway Station (<1 km) and nearest Metro station is Dwarka Sector 21 Metro station

located at about 2 km towards NW direction.

4.2 LAND FORM, LAND USE AND LAND OWNERSHIP

There is no change in land use as this is an existing facility. Land documents are attached as

Annexure 10

4.3 TOPOGRAPHY (ALONG WITH MAP)

Bijwasan lies on right bank of Najafgarh Nala (River Sahibi). The entire area is drain by Najafgarh

drain flowing toward N merges with Yamuna River. Topographically the area is part of Yamuna

alluvium plain and almost flat.

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.

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

Water body Distance in km Direction

Pond 0.8 NW

Najafgarh drain 4.5 W

16



4.5 EXISTING INFRASTRUCTURE

At the plant site no manufacturing activities is done, the Operations and activities carried out at

IOCL Bijwasan 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, TLF Bays, Toilets, Fire engine pump

house, locking shed

No. of Tanks : 23

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

No. of TLF bays: 30

For Emergency/ stand by power: DG Sets. (02 Nos. of 750 KVA + 01 No. of 500 KVA)

No. of Fire water tanks : 3 (capacity 6500 KL + 6500 KL + 3000 KL)

No. of Fire engines : 8 Nos. of 615 KL/Hr. each capacity diesel driven fire engines as per OISD

STD 117

Following Safety Measures provided at Plant

HVLR (High Volume Long Range) system

Foam pourers

Sprinkler system on AG Tanks

Rim seal fire protection system

Main Hydrant Ring with DH/WM/WCFM installed as per norms

MCP & integrated Fire Alarm Panel

Smoke detector

Hydro Carbon Detectors

Fire Extinguishers (10,25 & 75 KG)

MFFG

4.6 SOIL CLASSIFICATION

As additional tanks 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.

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 village are Bharthal, Nayakpura, etc. where health and educational facilities are well

developed. Medical facilities, Primary Health Centre are there in the area, imparting services, for

advance medical facilities. In each village one health worker has been appointed by the Govt. to

provide primary health facilities. Village people are availing drinking water facilities generally from

the hand pump, open well and tube well. Communication services like post office and telephones

are available in the nearby village. Most of the villagers are having mobile phones.

18





5 PLANNING BRIEF

5.1 PLANNING CONCEPT

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

2 Nos. of 2000 KL capacity storage tanks for Ethanol and associated systems

5.2 POPULATION PROJECTION

As additional tanks 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 71 Acres. The area details of the existing facility and the additional facilities are

given in Table 5-1.

Table 5-1: Area breakup for terminal

S. no. Description Area, m2(Tentative) % of Total Area

1 Storage tank farm area (existing) 53608 18.7

2 Storage tank farm area (additional) 4547 1.6

3 Utility area (FE/PH, PH) 1161 0.4

4 Administrative Building 600 0.2

5 Building Blocks 6515 2.3

6 Parking 240 0.1

7 Roads 5270 1.8

8 Green belt area 16721 5.8

9 Fire water storage area 1325 0.5

10 Loading Unloading area 2446 0.9

11 Misc ( TLF, Open space, scrap yard, lube oil, TT

Parking, Officers coloney etc…) 194894 67.8

Total 287327 100.0

5.4 ASSESSMENT OF INFRASTRUCTURE DEMAND

As terminal working since 1982; all necessary infrastructures are available at site. Hence, Additional 2

tanks 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 (PROCESSING AREA)

Total Plot area is 2,87,326 m2 (71 acre), in which Liquid chemical storage area is about ~ 53608 m

2.

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

~16721 m2 of total plot area is developed as greenbelt.

6.4 SOCIAL INFRASTRUCTURE

Covered in Section 4.8, chapter 4

6.5 CONNECTIVITY

Covered in Section 4.1, chapter 4

6.6 DRINKING WATER MANAGEMENT

Tanker water is treated through RO plants installed; potability of water is checked every six months.

6.7 SEWAGE SYSTEM

Sewage water gets collected through septic tank and disposed of.

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

CH 7: REHABILITATION & RESETTLEMENT

21 ECO CHEM SALES & SERVICES FEBRUARY, 2017

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 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 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 9.96 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.

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