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 ECO CHEM SALES & SERVICES Delhi Office, 2nd Floor, WTC, Babar Office Floor, Ashoka Pavilon-A, Road, New Delhi - 110001 New Civil Road, Surat- 395 001
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
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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
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
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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
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
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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.
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
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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
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.
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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
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
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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 Existing Additional Total
Material Storage Nos. of Storage Nos. of Storage Nos. of Capacity Storage Capacity Storage Capacity Storage (KL) Tanks (KL) Tanks (KL) Tanks 11000 1 - - 13791 1 - - HSD 42396 4 10805 1 - - 6800 1 - - 9163 1 - - MS 8827 1 - - 31952 4 6981 2 - - SKO 8385 2 - - 13615 3
Existing Additional Total
Material Storage Nos. of Storage Nos. of Storage Nos. of Capacity Storage Capacity Storage Capacity Storage (KL) Tanks (KL) Tanks (KL) Tanks 5230 1 - - LDO 5200 1 - - 5200 1 16220 2 - - 8655 1 - - ATF 7194 1 - - 62072 6 9783 1 - - 4000 1 - - EMPTY 180 2 - - 360 2 93-OCTANE 180 1 - - 180 1
ETHANOL 938 2 2000 2 5876 4 Total storage 166036 23 4000 2 170036 25 quantity (KL)
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
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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
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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
2 x 750 KVA + 140 Ltr/hr. at full 1 DG set 5 HSD 1 x 500 KVA load
Fire water Engine 35 Ltr/hr. at full 2 8 x 616 m3 8 HSD pumps 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 Water Consumption in KLD S. No. Description Existing Additional Total 1 Processing 0 0 0 2 Gardening 10 0 10
Water Consumption in KLD S. No. Description Existing Additional Total 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 Wastewater Generation in KLD S. No. Description Disposal Mode Existing Additional Total 1 Industrial Operation 0 0 0 - 2 Gardening 0 0 0 - Send to Septic 3 Domestic 20 0 20 Tank Total 20 0 20
3.9.2 Solid and Hazardous Waste Generation and Disposal
Table 3-6: Hazardous waste Generation and disposal
Hazardous Hazardous Quantity in MTPA S. No. Management Waste Waste Category Existing Proposed Total Disposed to 1 Used Oil 5.1 60 liters 0.00 60 liters authorized agency Tank cleaning 2 3.3 0.6 0.02 0.62 Internal Bio- remedial Sludge
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;
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Map 3-3: Plant layout map
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
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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 Predominant Wind Month 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.
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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 Misc ( TLF, Open space, scrap yard, lube oil, TT 11 194894 67.8 Parking, Officers coloney etc…) 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.
CH 5: PLANNING BRIEF 19 ECO CHEM SALES & SERVICES MARCH, 2017
INDIAN OIL CORPORATION LIMITED
20 PREFEASIBILITY REPORT FOR ADDITIONAL STORAGE TANKS AT BIJWASAN TERMINAL, NEW DELHI
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 m2.
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
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.
CH 7: REHABILITATION & RESETTLEMENT 21 ECO CHEM SALES & SERVICES FEBRUARY, 2017
INDIAN OIL CORPORATION LIMITED
22 PREFEASIBILITY REPORT FOR ADDITIONAL STORAGE TANKS AT BIJWASAN TERMINAL, NEW DELHI
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.