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HINDUSTAN PETROLEUM CORPORATION LTD.

Environmental Impact Assessment Report

for Proposed POL Depot by HPCL

at

Village Datta,Tehsil Hansi, Dist-Hisar, Haryana

6 (b) Isolated storage & handling of hazardous chemicals, Category B

Prepared By,

ABC TECHNO LABS INDIA PVT.LTD.

AN ISO ISO 9001:2008, ISO14001:2004 & OHSAS 18001:2007 certified

Environmental Engineering and Consultancy Organization

(NABL Accredited & MoEF Recognised Environment

Laboratory)

QCI NABET Accredited (Certificate No. NABET / EIA / 1619 / RA0048)

Corporate Office:

ABC TOWER No. 400 , 13th

Street, SIDCO Industrial Estate- North Phase , Ambattur

Chennai – 600 098

Tamil Nadu, India.

Tel: +91 – 95661 87777/ 75970 6000/ 77088 44999

Mumbai Office:

A-355, Balaji Bhavan, Plot No. 42 A, Sector 11, CBD Belapur, Navi Mumbai – 400614. Maharashtra, India

Tel: 022 27580044

www.abctechnolab.com [email protected]

http://www.abctechnolab.com/

mailto:[email protected]

Environmental Impact Assessment Report for Proposed New POL depot by Hindustan Petroleum Corporation Limited at Village-Datta, Tehsil- Hansi, District- Hisar,Haryana

Chapter Title Page no.

Table of contents

List of tables

List of figures

Executive summary

1 INTRODUCTION 25-33

1.1 Purpose of the report 25

1.2 Identification of the project 26

1.3 Brief description of the project 26

1.3.1 Project proponent 27

1.3.2 Nature, Location & Size of the Project 27

1.3.3 Site connectivity 30

1.4 Need for the project and its importance 31

1.5 Objective & scope of study 32

1.6 Study period 32

1.7 Structure of EIA report 33

2 PROJECT DESCRIPTION 34-51

2.1 Introduction 34

2.2 Need for the project 34

2.3 Site characteristics 36

2.3.1 Location 37

2.3.2 Environmental settings 38

2.3.3 Cost estimate & project schedule 39

2.3.4 Land Requirement 40

2.4 Magnitude of operation 43

2.5 Description of process 44

2.6 Raw material requirements 46

2.7 Infrastructure at the facility 46

2.7.1 Description of product tanks: 48

2.8 Power requirement 48

2.9 Man power requirement 49

2.10 Fresh water requirement 49

2.11 Solid waste generation & disposal 50

2.12 Safety & environment protection measures 50

2.13 Rainwater & storm water drainage network 51

3 DESCRIPTION OF ENVIRONMENT 52-101

3.1 Introduction 52

3.2 Scope of baseline study 52

3.3 Climate of the region 56

3.4 Ambient air quality 58

3.4.1 Air sampling program 60

3.4.2 Baseline data 60

3.4.3 Observations 62

3.5 Noise environment 63


3.5.1 Identification of sampling locations 63

3.5.2 Instrument used for samplings 64

3.5.3 Method of monitoring 64

3.5.4 Results 66

3.5.5 Observation 67

3.6 Water environment 67

3.6.1 Sampling locations 67

3.6.2 Results 68

3.7 Soil environment 75

3.7.1 Geology& minerals 75

3.7.2 Soil analysis 78

3.7.3 Presentation of results 80

3.8 Ecological environment 83

3.8.1 Objectives of ecological study 83

3.8.2 Ecological sensitive areas 83

3.8.3 Cropping pattern 83

3.8.4 Methodology 84

3.8.5 Important flora of the study area 87

3.8.6 Rare or endangered species 89

3.8.7 Environmental protected area 90

3.9 Socio-economic Environment 90

3.9.1 Baseline status 91

3.9.2 Infrastructure resources 94

3.9.3 Economic attributes 96

3.9.4 Health status 96

3.9.5 Cultural and aesthetic attributes 97

3.9.6 Sampling methodology 97

3.9.7 Data collection method 97

3.9.8 Field survey and observations 97

3.9.10 Interview method 100

3.9.11 Awareness and Opinion of People about the Project 100

3.9.12 Quality of life 100

4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

103-111

4.1 Introduction 102

4.2 Impact assessment 102

4.2.1 During construction phase 102

4.2.2 During operation phase 104

4.3 Impact mitigation measures 106

4.3.1 During construction phase 106

4.3.2 Impact mitigation measures 108

4.4 Environmental impact matrix 110

4.5 Conclusions 111

5 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) 112-113

5.1 Alternatives considered 112


5.1.1 Siting of the project 112

5.1.2 Technology / process 113

6 ENVIRONMENT MONITORING PROGRAM 114-116

6.1 Objective 114

6.2 Ambient air quality 115

7 RISK ANALYSIS STUDY 117-150

7.0 Risk assessment 117


7.2 Methodology 117

7.2.1 Hazard identification: 119

7.2.2 Source characteristics - hazard classification based on inherent hazards

119

7.2.3 Credible accident sources/worst case scenarios - past accident analysis.

120

7.2.4 Analysis of tank fires 120

7.3 Input data 123

7.3.1 Material inventory 123

7.3.2 Process conditions 124

7.3.3 Material composition 124

7.3.4 Weather 124

7.3.5 Ignition sources 125

7.3.6 Release height 126

7.3.7 Release direction 126

7.3.8 Release duration 127

7.3.9 Frequency analysis 127

7.3.10 Modes of failure 127

7.3.11 Failure frequency 127

7.4 Modelling scenarios 129

7.4.1 Jet fire 130

7.4.2 Flash fire 130

7.4.3 Vapour cloud explosion 130

7.4.4 Damage criteria for heat radiation effects 132

7.4.5 Damage criteria for overpressure effects 133

7.5 Consequence results 134

7.6 Risk assessment 134

7.6.1 Vulnerability criteria 134

7.7 Location specific individual risk (lsir) 135

7.8 Societal risk 136

7.9 Risk results 139

7.10 Potential for secondary/ cascade events 140

7.11 Risk reduction measures 141

7.12 Risk mitigation measures 141

7.13 Conclusions and recommendations 147

7.14 Summary 150

7.15 Public consultation 150


LIST OF TABLES

Table no. Title Page no.

1.1 Details of tanks (Product wise storage capacities) 28

2.1 Demand Distribution across Districts in Haryana 35

2.2 Estimated cost breakup 40

2.3 Plant area break up 40

2.4 Built up area Statement 40

2.5 Details of tanks (Product wise storage capacities) 43

2.6 List of facilities at the depot 46

2.7 List of Equipments / Facilities 47

2.8 Details of D.G sets details 49

3.1 Environmental Attributes 52

3.2 Frequency and Monitoring Methodology 54

3.3 Temperature and humidity 57

3.4 Summary of micrometeological condition at the site 57

3.5 Ambient Air Quality Monitoring Locations 59

3.6 Summary Ambient Air Quality Result 61

7.15.1 Details of Public hearing Proceedings 151

8 PROJECT BENEFITS 157

8.1 Project benefits 157

9 ENVIRONMENT MANAGEMENT PLAN 158-170


9.1 Budgets for implementation of EMP and monitoring plan

158

9.1.1 Impact mitigation measures during construction phase

159

9.1.2 Impact mitigation measures during operation phase 162

9.1.3 Environmental management cell (EMC) 166

9.1.4 Safety, health and environmental policy of HPCL 167

9.1.5 Corporate social responsibility 168

10 SUMMARY & CONCLUSION 171-181

10.1 Salient features of the project 171

10.2 Description of process 172

10.3 Summary of environmental impacts and mitigation measures

173

10.4 Overall justification for implementation of the project

177

10.5 Explanation on environmental mitigation 178

10.6 Environment management plan 179

Conclusion 180

11 DISCLOSURE OF CONSULTANTS 182


3.7 Noise Monitoring Locations 63

3.8 Ambient Noise Level 66

3.9 Ambient Noise Quality Standards 66

3.10 Water quality monitoring locations 67

3.11 Results of Water Analysis 69

3.12 Soil Sampling Locations 79

3.13 Soil Quality Results 81

3.14 Standard Soil Classification 82

3.15 Plant species recorded in the core and buffer zones 85

3.16 list of fauna species 87

3.17 Interpretation of flora and fauna identified within 10 km radius

89

3.18 Demographic Structure of Each Village in the Study Area 91

3.19 Summary of Demographic Structure in Study Area 93

3.20 Main Worker Employment Pattern 96

4.1 EIM 111

6.1 Environmental Monitoring Plan for Proposed POL depot 114

6.2 Method of Testing PM10/PM 2.5 115

6.3 Method of Testing SO2 115

6.4 Method of Testing NOX 115

6.5 Method of Testing VOC 116

6.6 Method of Testing Benzene 116

7.1 HPCL – Hisar Tank Details 123

7.2 Release Sizes: Tanks 126

7.3 Effects due to Incident Radiation Intensity 132

7.4 The Damage Criteria Used To Assess Explosion Scenario 133

7.5 Indoor / Outdoor Vulnerabilities 135

7.6 Societal Risk Criteria – Onsite 138

7.7 Societal Risk Criteria – Offsite 138

7.8 Public hearing comments, reply of project proponent ,action plan

154

9.1 Budget for Implementation of EMP and Monitoring Plan 159

LIST OF FIGURE

Figure no. Title Page no. 1.1 Google image showing site boundary 29

1.2 Site Connectivity 29

1.3 Key plan for HPCL Hisar 30

1.4 Image showing nearest railway station and Hisar city 31

2.1 Project location 37

2.2 Google Image of the Project Site 38

2.3 10 km study area 39

2.4 Site Layout Plan 42

2.5 Process flow chart 45


3.1 Wind Rose Diagram 58

3.2 AAQ sampling locations for HPCL Hisar 60

3.3 Photographs for Ambient Air Quality Monitroing 62

3.4 Noise monitoring locations for HPCL Hisar 64

3.5 Photographs for Ambient Noise Monitoring 66

3.6 Water Sampling Stations 68

3.7 Photographs for surface and ground water sampling 75

3.8 Drainage Map of Project Site 78

3.9 Sampling locations of Soil Quality Monitoring for HPCL Hisar 79

3.10 Photographs for soil monitoring 82

3.11 Graph of Demographic Structure 101

7.1 Ariel view of the Project Site 120

7.2 Proposed tank location at HPCL – Hisar 122

7.3 Evolution of Effects following release of Hazardous Material 131

7.4 Risk Tolerability Criteria for Individual Risk to Workers and Public

137

7.5 F-N Curve for societal risk 138

7.6 Pressure Contour of the worst case criteria of an explosion 139

7.8 Photographs of Public Hearing 156

List of Annexures

Sr no. Name of the Annexure

I Minutes of 166th SEAC Meeting (ToR Minutes )

II Ambient air quality results

III Safety Policy

IV Plant Layout

V Press Notification Widely Circulated in Newspapers On 19/08/2018, Viz. “The Tribune”, English Daily & “Punjab Kesari” In Hindi Daily

VI Public Hearing Minutes Copy

VII Attendance sheet for public hearing


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EXECUTIVE SUMMARY

1.0 PROJECT DESCRIPTION:

HPCL is setting up a new POL Depot at Datta village, in Hansi tehsil of Hisar Distrct of Haryana.

The Greenfield POL Depot will have a total storage capacity 79,229 KL of MS, HSD Ethanol and

Bio-diesel. There is huge demand for the HSD, MS and Bio-diesel in the domestic market and

the new depot will help in meeting the demand.

Project Capacity: The proposed total installed capacity of the POL depot will be 79229 KL for

storage of MS, HSD, Ethanol and Biodiesel. The details of storage tanks is as follows:

HSD – 3 x 14,400 KL A/G CR Tanks + 1 x 70 KL UG Tank

MS – 3 x 9,543 KL A/G + 1 x 70 KL UG Tank

ETHANOL – 2 x1,130 KL A/G IFR Tanks + 1 x180 KL UG Tank

BIO DIESEL – 2 x1,800 KL A/G CR Tanks + 1 x180 KL UG Tank

SLOP TANKS : 2 x 500 KL A/G & 2 x20 KL UG Slop Tanks

Location: The Depot is located on a plot measuring around 45 Acres. of land at Village Datta in

Hansi Tehsil of District Hisar, Haryana. The proposed POL depot is 5.1 km away from the SH

10. And nearest Railway Station is Barwala about 19.5 km and Nearest airport is Delhi about

180 Km.

Land Requirement:

The total land area available in Hisar POL Depot is around 45 acres. The total land is under

possession of HPCL.

Water Requirement and Source:

Total water requirement for the Depot is 5 KLD, which is sourced through Borewell.

Process Description:

The POL terminal mainly has handling and storage facilities of different petroleum

products. There is no manufacturing process involved in the terminal. The process involved

can be divided into:


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• The product will be received through 2 nos. (approx. 10 KM) dedicated Pipelines

from Intermediate Pumping Station (IPS) Barwala of Raman-Mandi to Bahadurgarh

Pipeline.

• Receipt Storage in Tanks

• Dispatch of Products through tank truck

The entire operation of Receipt, Storage and Dispatch of petroleum products is carried out in a

closed system thereby eliminating risk of spillage of products and to achieve enhanced safety.

Product Pipeline Systems

1. Pipelines from our IPS, Barwala station to the Tank Farm at Hisar: There are dedicated

pipelines for individual products.

2. Pipelines from pump house to the TLF Gantry: There are dedicated pipelines for

individual products. Tank wise dedicated pipelines have been provided.

Depot Facility

Description of Product Tanks:

1. Above ground cone roof tanks – These are cylindrical vertical tanks with conical fixed

roof, made of steel plates & rest on compacted sand foundation, used for storage of

Class B Products e.g. HSD, SKO etc.

2. Above ground floating roof tanks – These are cylindrical vertical tanks with floating

roofs, which go up & come down with increase and decrease of the products inside the

tank thus leaving no space for product vapour to form. The tanks rest on compacted

sand/murrum foundation. These tanks are used for storage of class A product like MS.

3. Underground Tanks: These tanks are cylindrical, made of steel plates and are kept on

underground trenches in horizontal positions. These tanks are used for storage of small

quantity of product.

4. Technical Specifications of Storage Tanks: Design and construction of storage tanks will

be according to Indian regulations IS 803 and / or API 650.


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5. The floating roof and fixed roof tanks will be designed for atmospheric pressure. Design

of the Depot is in accordance with Indian standards OISD 118 and as contained in

Petroleum Rules and approved by The Chief Controller of Explosives.

Project Cost

The cost of construction of the new Hisar POL Depot is estimated as Rs. 255 Crores.

2.0 DESCRIPTION OF THE ENVIRONMENT

Primary baseline environmental monitoring studies were conducted for three month from

February 2018 to May 2018 and details are as follows:

Air Environment

To establish the baseline status of the ambient air quality in the study area, the air quality was

monitored at Eight (8) locations. The maximum and minimum values of Ambient Air Quality

monitored. Results of the monitored data indicate that the ambient air quality of the region in

general is in conformity with respect to the norms of National Ambient Air Quality standards

(NAAQS) of CPCB, with present level of activities.

Observations

PM10: The maximum and minimum concentrations for PM10 were recorded as 69.3g/m3 and

47 g/m3 respectively.

PM2.5: The maximum and minimum concentrations for PM2.5 were recorded as 34.6g/m3 and

23.3 g/m3 respectively.

SO2: The maximum and minimum SO2 concentrations were recorded as 13.2 g/m3 and

6.2g/m3.

NOx: The maximum and minimum NOx concentrations were recorded as 20.1 g/m3 and 11.2

g/m3.

Noise Environment

The noise level in residential areas during day time was in the range of 52.4 dB(A) Leq to 68.2

dB(A) Leq.The day time noise level in the study area were within the CPCB limits.


5

Water Environment

Six (6) groundwater samples and two (2) surface water samples within the study area were

considered for assessment. The analysis of ground water results indicate that the average pH

ranges in between 7.14-8.1, TDS ranges from 364 mg/l – 531 mg/l, total hardness ranges from

266 mg/l – 280 mg/l, iron content ranges from BDL – 0.08 mg/l, nitrate content ranges from

17mg/l – 41 mg/l was observed.

The analysis of surface water results indicate that the average pH ranges in between 7.55 –

7.63, TDS is 456-578 mg/l, total hardness is 265-271 mg/l, DO is 6.6-6.8 mg/l.

Soil Environment

Eight (8) locations within the study area were selected for soil sampling. The soil results were

compared with soil standards. It has been observed that the pH of the soil was ranging from

6.20 to 7.47 indicating the soil is ideal for plant growth . Conductivity of the soil ranges from

298 – 373 μmhos/cm. Since, the EC value is less than 2000 μS/cm, the soil is said to be Non

saline in nature. Texture of the soil sample is predominantly loam. Soil organic content varied

from 1.05 to 1.74 % which indicates the low level of organic matter. The available nitrogen

content ranges between 187 to 230 kg/ha in the locality and the value of phosphorus content

varies between 10.9 to 18.5 kg/ha. This indicates that the soil have very high quantities of

Nitrogen and moderate quantities of Phosphorus respectively. The potassium content varies

from 195 to 234 kg/ha which indicates that the soils have high quantities of potassium.

Ecological Environment

There are no endemic and endangered species of flora within the study region. There is no

wild life sanctuary, national park or bird sanctuary with in the 15 km radius of the project site.

Socio-Economic Environment

Study of socio-economic profile around the proposed project site has been carried out based

on “Census of India 2011.” The EIA Study for the proposed project, the study area has been

considered to be an area covered within a radius of 10 km around the site beyond which

appreciable positive impact due to the project is envisaged.


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The salient features of Demographic Structure are as follows:

The study area covers one district Hisar in Haryana State, three taluka. Total villages are

24

Total study area consisting of 32132 ha with the population density of 303 person / km².

Total population in the study region (Census 2011) is worked out as 97348 out of which

52154 are male and 45194 female.

Out of the total population, Scheduled Caste is 23898 (24.55%) and no Scheduled Tribe

population in the study area According to 2011 census Hisar district

The literacy rate of the total population is worked out to 55831 (57.35%). Male literacy

34436 (61.68%), and female literacy is 21395 (38.32%)

The total population of main worker, marginal worker and non-worker category are 31722

(32.59%), 12119 (12.45%) and 53507 (54.96%) respectively.

3.0 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES

Impact during Construction Phase:

Appropriate environmental mitigative measures will be ensured during construction phase to

eliminate/minimize detrimental impacts during this phase. These measures include dust

suppression by arranging mobile water sprinklers; providing accommodations to the

construction workers in the nearby villages by contractor, etc.,

The total land including the land required for installation is under possession of

HPCL. Hence the question of compensatory afforestation does not exist.

Around 100- 150 construction workers will be required during construction phase.

The will be provided accommodations in the nearby village by contractors with

temporary infrastructures like site offices, site stores for construction materials and

equipment rest room etc.

Impact during Operation Phase

Ambient Air Environment


7

The only point sources of emissions are D.G sets& Fire Engines. They would be fitted with

stacks of adequate height to disperse the pollutants. Fugitive: No emissions will generate

during operations.

Water Environment

OWS network would be provided in the depot to collect the oily water from tank farm area,

tank wagon siding, Pump shed and manifold & TT gantry. The waste water from OWS after

removal of oil & after testing is used for greenbelt development at the facility. The collected

slop oil shall be disposed off to authorized third parties for off-site recovery or recycling.

Sewage from toilets is disposed off in Soak Pits/ Sewage treatment plant.

Ambient Noise Environment

The only source of noise within the Depot is during D.G set / Pumps operation. DG sets will be

placed within acoustic enclosures. Vacant spaces within the depot have been earmarked for

greenbelt to contain the spread of noise emissions.

Land Environment

Total land required for installation is under possession of HPCL. Hence, the land environment

will not undergo any major irreversible and irretrievable change.

Solid waste Management

Tank bottom sludge will be generated while cleaning of oil storage tanks. Cleaning of oil

storage tanks will be done once in five years as per practice of Oil Industry. Total tank bottom

sludge thus generated will be handed over to CHWTSDF. Other hazardous wastes like spent

batteries, waste oil, empty drums of oil/chemicals, fluorescent tubing etc. will be disposed off

in accordance with approved safe procedures. All biodegradable waste (food and kitchen

waste) at the POL depot is collected and disposed off as per well-established practice.


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4.0 ENVIRONMENTAL MONITORING PROGRAMME

Sl no Potential Impact

Action to be followed Parameters for monitoring

Frequency of Monitoring

1 Air Emission Emissions from DG sets &

fire engines

Gasses emissions

(SPM, SO2, NOX, CO)

As per CPCB/ SPCB

requirement

AAQ within the project

premises and nearby

habitation is to be

monitored

All vehicles to be PUC

certified.

( PM10, PM2.5, SO2& NOX,

VOC, Methane, Non

Methane, HC )

Vehicle logs to be

maintained

As per CPCB/ SPCB

requirement

Meteorological data Wind speed, direction,

temperature, relative

humidity & rainfall

Continuous

monitoring using

automatic weather

station

2 Noise Noise generated from

operation of, DG sets,

Pumps to be monitored

Spot noise level recording Periodic during

operation phase

3 Water Quality

Waste

water

Discharge

Waste water Discharge

Waste water from

canteen drains etc.

Selected parameters like

PH, TSS, TDS, COD, BOD,

OIL & Grease etc.

As recommended

by SPCB

Surface &

ground

water

Surface & ground water

in the vicinity of the plant

As per IS : 10500 : 1991 As recommended

by SPCB

4 Solid waste

/ Hazardous

waste

`Check compliance to

HWM rules.

Quality & quantity

monitoring

Periodically

5. Ground

water

quality and

Monitoring ground water

quality, around Depot

site and levels

Comprehensive

monitoring as per IS

10500 Groundwater level

Periodically


9

water levels BGL

6. Flora &

Fauna

Vegetation, greenbelt /

green cover development

No. of plants. Species Once a year

7. Soil quality Checking &maintenance

of good soil quantity

around

Physico-chemical

parameters and metals

Once a year

8. Health Employees and migrant

labours health check up

All relevant parameters. Regular Check ups

as per Factories act.

5.0 BENEFITS OF PROJECT

The proposed project in Haryana will improve supply position of the petroleum products

which is vital for economic growth as well as improving the quality of life. The improved

petroleum supply will have strong logistic support for delivering the products to customers

without interruption.

Thus, the proposed project has ushered in the social and economic up-liftmen of the persons

living in the vicinity of the Project i.e. of society at large.

The proposed project is expected to bring significant socio-economic and environmental

benefits both at local and national level like; Establishment of projects of this category will

improve availability of the physical infrastructures like drainage, communication and

transportation facilities, etc. , Implementation of the project will indirectly boost up the

physical and social infrastructure of the surrounding, like local education, medical and

communication of the whole surrounding area and the project will provide indirect

employment to unskilled, semiskilled and skilled categories.

6.0 ENVIRONMENTAL MANAGEMENT PLAN

Air Environment Management

Adequate green belt has been developed to mitigate pollution arising due to movement of

Vehicles. Regular monitoring of DG – Stack and Ambient air quality will be carried out.


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Water Environment Management

Sewage generated will be disposed through septic tanks & soak pits.

Noise Environment Management

All noise generating equipment’s like DG-Sets etc., will be provided with acoustic enclosure to

help in attenuating the noise levels thereby the ambient noise levels will be maintained.

Solid & Hazardous Waste Management

Municipal Solid waste generated onsite will be disposed through local village body. Tank

bottom sludge out of tank cleaning (Once in 5 years) will be disposed off through PCB

approved vendors. Damaged drums and scraps will be sold to local scrap dealers. Spent oil

generated willbe disposed through PCB Authorized recyclers.

GREENBELT DEVELOPMENT

Considering, projected development, 33% of the total area will be under green belt. Green

Belt will be develop around the depot in the vacant land space to check the fugitive dust

emission.

7.0 HEALTH, SAFETY AND ENVIRONMENTAL POLICY OF HPCL

As an integral part of its business, HPCL believes that no work or service or activity is so

important or urgent that safety be overlooked or compromised. Safety of the employees and

public, protection of their as well as Corporation’s assets shall be paramount. Corporation

considers that safety is one of the important tools to enhance productivity and to reduce

national losses. The Corporation will constantly Endeavour to achieve and maintain high

standards of Safety in its operations.

To have safe, healthy and pollution free environment in and around all our refineries, plants,

facilities and other premises at all times, instill awareness in these areas, including relevant

laws,in all employees, their families and the communities in which we carry out our

activities.


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ENVIRONMENT POLICY-

The Corporation is committed to conduct its operation in such a manner as compatible with

environment and economic development of the community. Its aim is to create an

awareness and respect for the environment, stressing on every employee's involvement in

environmental improvement by ensuring healthy operating practices, philosophy and

training.

Objectives of this policy are to:

□ Adopt environment sound operating systems, practices and procedures.

□ Strive to progressively bring about an improvement in the environmental performance of

our facilities by adopting Eco-friendly techniques/processes for optimal use of energy

and to reduce hazardous emissions and wastes.

□ Establish procedures and devise suitable methods .for disposal of toxic, other hazardous

waste and scrap.

□ Create environment awareness amongst its employees and develop programs for

environment protection.

□ Comply with the relevant statutory Rules & Regulations and devise appropriate

standards on other cases wherever required.

□ Maintain highest standards of vigilance and preparedness to respond to emergencies

supplemented with mutual aid of neighboring facilities and Government agencies.

□ Endeavour to associate with and support R&D on environment by Government agencies

and reputed research institutes.

□ Program reviews and evaluation to measure progress of compliance with the policy.

HEALTH POLICY-

To provide a structured program to look after and promote the health of vital “Human

Resource”, essential for productivity and effectiveness of the Corporation.



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□ Assess potential health risks arising from operations likely to affect its employees and

contractors or the public. Institute measures to control and eliminate such risks and monitor

health of employees.

□ Establish and maintain the highest possible degree of physical and mental well being of the

employees.

□ Provide timely and adequate medical facilities for treatment of employees in case of medical

emergencies.

□ Comply with relevant statutory Rules & Regulations and devise appropriate standards in

other cases wherever required.

□ Establish pre-employment medical fitness and subsequent periodical medical check -ups to

determine employees' ability to carry out their functions without any risk to themselves and

to others.

□ Bring awareness among employees and community about the harmful effects of substance

abuse through counseling and periodic programmes.

□ Ensure availability and use of personal protective equipment while handling toxic & other

hazardous chemicals.


SAFETY POLICY-

As an integral part of its business, HPCL believes that no work or service of activity is so

important or urgent that safety be overlooked or compromised. Safety of the employees and

public, protection of their as well as Corporation's assets shall be paramount. Corporation

considers that safety is one of the important tools to enhance productivity and to reduce

national losses. The Corporation will constantly endeavor to achieve and maintain high

standards of Safety in its operations


□ Design, create and maintain facilities, provide training, establish procedures/safety rules in

all the fields and ensure that these are rigidlyfollowed by the employees, contractors and

visitors inside the premises.


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□ Carry out operations in a safe manner protecting people and property.

□ Comply with the relevant statutory rules and devise appropriate standards in other cases

wherever required.

□ Maintain highest standards of vigilance and preparedness to respond to emergencies,

supplemented with mutual aid of neighboring facilities and Government agencies.

□ Create awareness in employees, dealers, contractors, customers and public on Safe Storage,

Transportation, and Handling of products & materials associated with our activities.

□ Ensure awareness among all employees, contractors and others of their responsibility and

accountability for safety on and off their work premises.


8.0 CSR POLICY

With effect from April 1, 2014, every company, private limited or public limited, which either has

a net worth of Rs 500 crore or a turnover of Rs. 1,000 crore or net profit of Rs 5 crore, needs to

spend at least 2% of its average net profit for the immediately preceding three financial years on

corporate social responsibility activities. The CSR activities should not be undertaken in the

normal course of business and must be with respect to any of the activities mentioned in

Schedule VII of the 2013 Act.

CSR OBJECTIVES

1. HPCL will lay its focus on CSR activities specially on local communities in and around areas

of Company's operations viz. Refineries, Terminals, Depots, LPG Plants, Pipelines, Aviation

Stations, Lube Blending Plants, Project locations and other offices etc. HPCL is committed to

allocate at least 60% of the CSR Budget for these local communities.

2. HPCL will implement CSR activities to empower weaker, less privileged and marginalized

sections of the society to create Social Capital.

CSR Focus area Projects / Programs /Activities: a. Corporation’s CSR focus areas are inspired by national developmental policies and

international commitments of nation for development of children, women and weaker sections.

HPCL’s CSR focus areas are based on inspiration from legislations on Child Rights, Child

Development and Education, National Health Policy and National Health Missions, Health Care


14

in India- Vision 2020, National Skill Development Mission, and policies on community/rural

development.

All projects/programs/ activities will be in the areas of:

1. Child Care

2. Education

3. Health Care

4. Skill Development

5. Sports

6. Environment & Community Development

9.0 Conclusion

The project will provide indirect employment to unskilled, semiskilled and skilled categories.

Besides above, indirect benefits are also expected to be accrued to the region by way of

reduction of delivery distance by tankers which in turn will reduce trucks on the road reducing

the vehicular load on the public roads. This will result in reduced air pollution and reduced

probability of accidents on the roads due to less movement of tank trucks.

Moreover, the proposed project in Haryana will improve supply position of the petroleum

products which is vital for economic growth as well as improving the quality of life. The

improved petroleum supply will have strong logistic support for delivering the products to

customers without interruption.

Thus, the proposed project has ushered in the social and economic up-liftmen of the persons

living in the vicinity of the Project i.e. of society at large.


15

Compliance To Terms Of Reference Issued By State Environmental Impact Assessment Authority

– Haryana.

A. STANDARD TERMS OF REFERENCE

S. No. Terms of reference (TOR) Compliance

1 Executive summary Executive summary of the project is given in EIA report.

2 Introduction Introduction to the project is given in Chapter 1 of EIA Report.

i. Details of the EIA Consultant including NABET accreditation

Details of EIA Consultant’s Accreditation are given in Chapter 11 of EIA Report.

ii. Information about the project proponent

Information about the project proponent is given in Section 1.3.1 of the Chapter 1.

iii. Importance and benefits of the project Importance of the project is given in Section 1.4 of

Chapter 1 and benefits of the project are given in

Chapter 8 of the EIA report.

3 Project Description

i. Cost of project and time of completion. Cost and Schedule of the Project is given in Section

2.3.3 of Chapter 2 of the EIA Report.

ii. Products with capacities for the proposed project.

Tank details are detailed in Table 2.4. Chapter 2 of

EIA Report.

iii. If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any.

New project

iv. List of raw materials required and their source along with mode of transportation.

Raw material requirement is given in Section 2.6 of Chapter 2 of the EIA Report.

v. Other chemicals and materials required with quantities and storage capacities

This is only Storage and Distribution depot of

petroleum product no processing is carried out.

Hence no Other chemicals and materials are

required.

vi. Details of emission, effluents, hazardous waste generation and their management.

Details of emission, effluents, hazardous waste generation and their management are given in Sections 4.2.2 of Chapter 4 of EIA report.

vii. Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract)

Requirement of water, power, with source of supply and man-power requirement are given in Section 2.10, 2.8 and 2.9 of Chapter 2 of the EIA Report.

viii. Process description along with major equipment and machineries, process flow sheet (quantities) from raw material to products to be provided

Details of process description along with major equipment and machineries, process flow sheet are given in Section 2.5 of Chapter 2 of EIA Report.


16


ix. Hazard identification and details of proposed safety system

Details of the hazard identification are given in the Section 7.2.1 of Chapter 7.

x. Expansion/modernization proposals: NA

a. Copy of all the Environmental Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing existing operation of the project from SPCB shall be attached with the EIA-EMP report.

Not Applicable

b. In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. Copies of Consent to Establish/No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted.

NA

4 Site Details

i. Location of the project site covering village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered.

The HPCL Hissar POL Depot is located at Village – Datta, Dist- Hissar, State- Haryana. All necessary infrastructure and adequate land is available. The land is been provided by Govt. of Haryana

ii. A toposheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)

A topo map of the study area of 10 km radius is given in Figure 2.3.2 of Chapter 2 of the EIA report.

iii. Details w.r.t. option analysis for selection of site

Justification of site selection is given in Chapter 5 (Page No.5-1) of EIA Report.

iv. Co-ordinates (lat-long) of all four corners of the site.

The Coordinates are ; Latitude: 29°17'43.41"N Longitude: 76°01'27.26"E


17


v. Google map-Earth downloaded of the project site.

Google Earth Image of project site is given in Figure 1.1(Page no.1-3) of Chapter 1 of the EIA report.

vi. Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate.

Layout of the plant is given in Figure 2.4 of Chapter 2 of the EIA report.

vii. Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation / greenbelt, in particular.

The Photographs of Greenbelt is shown in Figure 9.1, Chapter 9 of EIA Report.

viii. Land use break-up of total land of the project site (identified and acquired), government/private - agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area)

Land Use break-up is given in Table 2.3, Chapter 2 of EIA Report.

ix. A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area

Nil within 10 km radius study area.

x. Geological features and Geo-hydrological status of the study area shall be included.

Geological features and Geo-hydrological status of the study area are given in Section 3.7.1

xi. Details of drainage of the project upto 5km radius of study area. If the site is within 1 km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be provided. (mega green field projects)

Drainage of the area is given in Section 3.7, Chapter 3 of the EIA report.

xii. Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.

Land has been allotted by state government and taken on long lease by HPCL. Land is already in the possession of HPCL.

xiii. R&R details in respect of land in line with state Government policy

Not applicable

5 Forest and wildlife related issues (if applicable):

i. Permission and approval for the use of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable)

Not applicable as no forest land is involved.

ii. Landuse map based on High resolution satellite imagery (GPS) of the proposed site



18


delineating the forestland (in case of projects involving forest land more than 40 ha)

iii. Status of Application submitted for obtaining the stage I forestry clearance along with latest status shall be submitted.


iv. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-a-vis the project location and the recommendations or comments of the Chief Wildlife Warden- thereon.

There is no wild life sanctuary, national park or bird

sanctuary with in the 10 km radius of the project site.

v. Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna, if any exists in the study area.

Not Applicable.

vi. Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife.

Not Applicable.

6 Environmental Status

i. Determination of atmospheric inversion level at the project site and site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall.

Details of site-specific, temperature, relative humidity, Micro meteorological data for the site, are given in Section 3.3 Chapter 3 of the EIA Report. Refer Annexure-II

ii. AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be collected. The monitoring stations shall be based CPCB guidelines and take into account the pre-dominant wind direction, population zone and sensitive receptors including reserved forests.

Details of ambient air quality monitoring data are given in Section 3.4,Table 3.6, Chapter 3 of the EIA report.

iii. Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in the NAQQM Notification of Nov. 2009 along with - min., max., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure to the EIA Report.

Results of ambient air quality monitoring data are given in Table 3.5,3.6 of Chapter 3 of the EIA report.

iv. Surface water quality of nearby River (100m upstream and downstream of discharge point) and other surface drains at

Details of surface water quality are given in Table 3.11 in Chapter 3 of the EIA report.


19


eight locations as per CPCB/ MoEF&CC guidelines.

v. Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC, if yes give details.

No, the site does not fall near to polluted stretch of river identified by the CPCB/MoEF&CC

vi. Ground water monitoring at minimum at 8 locations shall be included.

Details of ground water monitoring locations are given in Table 3.7, Chapter 3 of the EIA report.

vii. Noise levels monitoring at 8 locations within the study area.

Details of noise monitoring are given in Section 3.5.4 , Table 3.8 of Chapter 3

viii. Soil Characteristic as per CPCB guidelines.

Details of soil characteristic are given in Section 3.7.3 , Chapter 3 of the EIA report

ix. Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement, etc.,

Complied refer chapter 2 and 9

x. Detailed description of flora and fauna (terrestrial and aquatic) existing in the study area shall be given with special reference to rare, endemic and endangered species. If Schedule-I fauna are found within the study area a Wildlife Conservation Plan shall be prepared and furnished.

Details of description of flora and fauna are Section 3.8 of the EIA report.

xi. Socio-economic status of the study area. Details of Socio-economic Status of the study area are provided in Section 3.9 of Chapter 3 of the EIA report.

7 Impact and Environment Management Plan

i. Assessment of ground level concentration of pollutants from the stack emission based on site-specific meteorological features. In case the project is located on a hilly terrain, the AQIP Modelling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modelling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.

The receipt, storage and filling operations are carried out through pipelines and trucks. There will be no emissions generated from processes. Diesel Generators & Fire Engines are the only source of emissions which have been provided with stacks of adequate height and will be used in case of emergency.

ii. Water Quality modelling - in case of discharge in water body

Not applicable as there will not be any discharge into water body.


20


iii. Impact of the transport of the raw materials and end products on the surrounding environment shall be assessed and provided. In this regard, options for transport of raw materials and finished products and wastes (large quantities) by rail or rail-cum road transport or conveyor cum- rail transport shall be examined.

This is only Storage and Distribution depot of

petroleum product no processing is carried out,

hence no transportation of raw materials.

iv. A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E(P) Rules.

OWS and ETP will be provided, Ref chapter 4

v. Details of stack emission and action plan for control of emissions to meet standards.

Diesel Generators & Fire Engines are the only source of emissions which have been provided with stacks of adequate height and will be used in case of emergency

vi. Measures for fugitive emission control There will not be significant fugitive emissions from plant operations. VOC sensors will be installed at all places especially at loading and unloading bays. An adequate green belt also will be developed to curb any emissions and only Pollution Under Control Vehicles will be allowed.

vii. Details of hazardous waste generation and their storage, utilization and management. Copies of MOU regarding utilization of solid and hazardous waste in cement plant shall also be included. EMP shall include the concept of waste- minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation.

Hazardous wastes like spent batteries, waste oil, empty drums of oil/chemicals, fluorescent tubing etc. will be disposed off in accordance with approved safe procedures. Sludge generated only during cleaning of tanks will be disposed off to authorized recycler.

viii. Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided.

Not applicable, as no fly ash will be generated.

ix. Action plan for the green belt development plan in 33 % area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated.

Adequate green belt totaling 33% (sq.m.)of plot area will be developed within the plant premises, details are given in section 4.3.2 in chapter- 4of the EIA report

x. Action plan for rainwater harvesting measures at plant site shall be submitted to

Details are given in Section 2.13 of chapter 2 of EIA Report.


21


harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources.

xi. Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.

Total capital cost and recurring cost/annum for environmental pollution control measures are given in table 9.1, Chapter 9

xii. Action plan for post-project environmental monitoring shall be submitted.

Action plan for post-project environmental monitoring is given in Chapter 6 of the EIA report.

xiii. Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan.

Risk Assessment study is provided in Chapter 7 Details of Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency Management Plan are provided as chapter 7

8 Occupational health

i. Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers.

Annual occupational health checkups will be carried out

ii. Details of exposure specific health status evaluation of worker. If the workers' health is being evaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre-placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise.

Annual Health Checkup for workers will be carried out.

iii. Details of existing Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved,

The receipt, storage & distribution are carried out through pipelines. There will be no emissions generated during process and no significant occupational and safety hazards are expected. All will be provided with suitable PPE.

iv. Annual report of health status of workers with special reference to Occupational Health and Safety.

The report of health status of workers with special reference to Occupational Health and Safety is being compiled.

9 Corporate Environment Policy


22


i. Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.

Yes. Health, Safety & Environmental Policy of HPCL is given in Chapter 9, Section 9.1.4 of Chapter 9 of EIA Report.

ii. Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms /conditions? If so, it may be detailed in the EIA Report.

Yes

iii. What is the hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given.

Designated HSSE Officer (Health, Safety, Security and Environment) Location In charge Regional Manager Zonal Head

iv. Does the company have system of reporting of non-compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism shall be detailed in the EIA report.

Yes

10 Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. to be provided to the labour force during construction as well as to the casual workers including truck drivers during operation phase.

Adequate facilities for sanitation and restrooms will be provided for Contract Labours as well as Truck Crew.

11 Enterprise Social Commitment (ESC)

i. Adequate funds (at least 2.5 % of the project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.

M/s. HPCL will be actively contributing to the nearby villages of the plant in the form of CSR activities. The CSR activity of M/s. HPCL is detailed in Section 9.1.5 of Chapter 9.

12 Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and

No such issue is involved.


23


compliance/ATR to the notice(s) and present status of the case.

13 A tabular chart with index for point wise compliance of above TOR.

Complied

B. SPECIFIC TERMS OF REFERENCE

1 Details on list of hazardous chemicals to be stored along with storage quantities at the facility, their category (as per MSIHC Rules), MSDS.

Provided in Section 2.4 of Chapter 2.

2 Mode of receiving hazardous chemicals in isolated storages and mode of their dispatch.

Petroleum products are received through pipelines

and trucks and are stored in A/G & U/G tanks. Tank

trucks are filled through loading arms fitted in the

bays. After checking the right quantity, the lorry is

sent to retail outlets & industrial customers

3 Layout plan of the storage tanks and other associated facilities.

The site layout plan of the plant is Provided in Figure 2.4 of Chapter 2.

4 Details on types and specifications of the storage facilities including tanks, pumps, piping, valves, flanges, pumps, monitoring equipments, systems for emissions control safety controls including relief systems.

Details on specifications of the storage facilities including tanks, pumps, piping, valves, flanges, pumps, monitoring equipments, etc are given in Chapter 2.

5 Arrangements to control loss/leakage of chemicals and management system in case of leakage.

Details are given in Section7.3.10 of Chapter 7.

6 Risk Assessment & Disaster Management Plan

- Identification of hazards Details of the same are given in Chapter 7

- Consequence Analysis Details of the same are given in Chapter 7

- Details of domino effect of the storage tanks and respective preventive measures including distance between storage units in an isolated storage facility.

Domino effect is not possible.

-Onsite and offsite emergency preparedness plan.

Details of the same are given in Chapter 7

Compliance To Terms Of Reference Issued By State Expert Appraisal Committee– Haryana during

166th SEAC Meeting (on 11/04/2018).

1 The PP should submit special mitigation

measurement to control fire hazard as per

guidelines of Petroleum Explosive Safety

Organization and Oil Industry Safety

Organization.

Details are given in 7.12.4


24

2 The PP should submit offsite and onsite

emergency plan.

Details are given in chapter 7

3 The PP should submit details of nearest

village, town and any inhabitation.

Details are given in 1.3.3

4 The PP should submit the detailed CSR Plan

for nearby villages.

M/s. HPCL will be actively contributing to the

nearby villages of the plant in the form of CSR

activities. The CSR activity of M/s. HPCL is detailed

in Section 9.1.5 of Chapter 9.

5 The PP should submit undertaking for

giving priority for employment to Haryana

residents.

1) The project would open up indirect employment

for several youth in the area through O&M

contracts / service providers in areas like

housekeeping, maintenance etc.

2) Regular employees who were residents of

Haryana state, and who were earlier redeployed

to the states/ locations due to closure of Hissar

IRD would be given first preference against

vacancies that may arise in terms of settlement

entered into with recognized unions at time of

closure of the earlier depot.

3) In event of any future recruitments, local

employment exchanges would be notified and

selection /appointment would be in line with

cap recruitment rules/ central Govt. guidelines

in this regard.

6 The PP should submit NOC from Petroleum

Explosive Safety Organization (PESO).

HPCL Hisar has applied to obtain construction

approval from PESO. Document number is P422739

7 The PP should submit permission from

competent authority for obtaining 58 KL

water.

HPCL Hisar has applied for bore-well water

permission. Application number is

214/1392/HR/IND/2018

8 The PP should submit permission from

Forest and Wildlife, if any.

NA

9 Public hearing to be conducted for the

project as per provisions of Environmental

Impact Assessment Notification, 2006 and

the issues raised by the public should be

addressed in the Environmental

Management Plan.

Public hearing details are given in 7.15 of chapter 7.

Refer annexure V,VI,VII


25

CHAPTER 1

INTRODUCTION

1.1. PURPOSE OF THE REPORT

M/s. HPCL is a Government of India Enterprise with a Navratna Status, and a Forbes 2000 and

Global Fortune 500 company. It had originally been incorporated as a company under the

Indian Companies Act 1913. It is listed on the Bombay Stock exchange (BSE) and National

Stock Exchange (NSE), India.

M/s. Hindustan Petroleum Corporation Limited (HPCL) is an Indian state-owned oil and natural

gas company with its headquarters at Mumbai, Maharashtra. It has about 20% market-share

in India among public-sector companies (PSUs) and a strong marketing infrastructure.

HPCL owns and operates two major refineries producing a wide variety of petroleum fuels and

specialties, one in Mumbai (West Coast) of 6.5 MMTPA capacity and the other in

Visakhapatnam, (East Coast) with a capacity of 8.3 MMTPA. HPCL holds an equity stake of

16.95% in Mangalore Refinery and Petrochemicals Limited (MRPL), a state-of-the-art refinery

at Mangalore with a capacity of 9 MMTPA. HPCL-Mittal Energy Ltd (HMEL) is a Joint Venture

between HPCL & M/s Mittal Energy Investments Pte. Ltd. (MEI), Singapore, (a wholly owned

subsidiary of Mittal Investments S.a.r.l.). HPCL as well as MEI hold 48.99% equity in HMEL,

which operates a Greenfield refinery of 9 MMTPA capacity at Bathinda, in the State of Punjab.

HPCL also owns and operates the largest lubricant refinery in India producing lube base oils of

international standards, with a capacity of 335 TMT. This refinery accounts for over 40% of

India's total lube base oil production. Presently HPCL produces over 300+ grades of lubes,

specialties and greases.

Hindustan Petroleum Corporation Limited is proposing a Greenfield POL Depot with storage

capacity 79,229 KL, along with receipt and distribution infrastructure at Datta village, Hisar

Dist, Haryana.

As per EIA notification 2006 and its amendments thereon the project falls under category B1

and schedule 6(b), hence the project requires prior Environmental Clearance. The proposal

scoping was done during the 166thState Expert Appraisal Committee (SEAC – Haryana)

Meeting held on 11.04.2018 and Terms of Reference was issued (Annexure-I). The EIA Report

has been prepared as per the guidelines issued by MoEF. M/s. HPCL has appointed


26

QCI-NABET, Accredited Consultant M/s. ABC Techno Labs India Private Limited, to prepare the

EIA report and obtain Environmental Clearance.

1.2. IDENTIFICATION OF THE PROJECT

HPCL owns and operates two major POL Depots in the state of Haryana at “Rewari” in Rewari

District and “Bahadurgarh” in Jhajjar District. The receipt of products at these locations is

primarily through HMEL refinery and coastal storage Depot at Mundra. Two major cross

country Pipelines have been implemented viz. Mundra-Delhi Pipeline and Raman Mandi-

Bahadurgarh Pipeline to feed the locations. The Distribution facility at Bahadurgarh consists of

T/T Gantry, Tank Wagon Loading Gantry and dedicated Pipeline to Tikrikalan Depot in New

Delhi whereas the distribution at Rewari is through Tank Truck only.

Currently, entire Haryana volumes are distributed through the two Depots located in

southernmost part of the state and hence results in substantial secondary distribution cost.

HPCL has therefore identified land for a Tap-off station cum Storage and Distribution Depot in

Village Datta, Tehsil- Hansi of Hissar District. The proposed land is very close to Raman Mandi-

Bahadurgarh Pipeline and therefore implementation of Tap-off point is feasible.

1.3. BRIEF DESCRIPTION OF THE PROJECT

HPCL owns and operates two major POL Depots at “Rewari” in Rewari District and

“Bahadurgarh” in Jhajjar District in Haryana State. The receipt of products at these locations is

primarily through HMEL refinery and coastal storage Depot at Mundra. Two major cross

country Pipelines have been implemented viz. Mundra-Delhi Pipeline and Raman Mandi-

Bahadurgarh Pipeline to feed the locations. The Distribution facility at Bahadurgarh consists of

T/T Gantry, Tank Wagon Loading Gantry and dedicated Pipeline to Tikrikalan Depot in New

Delhi whereas the distribution at Rewari is through Tank Truck only. Currently entire Haryana

volumes are distributed through the two Depots located in southernmost part of the state and

hence results in substantial secondary distribution cost.

HPCL has therefore identified land for a Tap-off station cum Storage and Distribution Depot in

Village Datta, Tehsil Hansi of Hissar District. The proposed land is very close to Raman Mandi-

Bahadurgarh Pipeline and therefore implementation of Tap-off point is feasible.


27

1.3.1 Project Proponent

Name of the Company M/s. Hindustan Petroleum Corporation Ltd.

Registered Address M/s. Hindustan Petroleum Corporation Limited, Petroleum House, 17 Jamshedji Tata Road, Mumbai-400020

Address for correspondence

Gresham House 2nd Floor, Sir,P.M. Road, Fort Mumbai-400001

Name of the Applicant Mr. Amitava Mukhopadhyay

Designation (Owner/ Partner/ CEO) General Manager- Project Development & Execution

E-mail [email protected]

Telephone No. 022-22608508,22759508

1.3.2 Nature, Location & Size of the Project

The details of proposed POL storage tankages and other facilities are given below:

1. Laying of 2 nos. of dedicated Pipelines approx. 10 KM for receipt of products (MS/HSD)

from Intermediate Pumping Station (IPS) Barwala of Raman Mandi – Bahadurgarh Pipeline.

2. Details of Storage Tanks:





SLOP TANKS : 2 x 500 KL A/G &2 x20 KL UG Slop Tanks

3. 2 x 8 Bay Gantry + 1 x 8 Bay Gantry in Future provision

4. Product receipt & dispatch pump houses

5. Fire-fighting, ETP, VRU and other allied facilities

6. Oil Water Separator (OWS) and Effluent Treatment Plant (ETP)

7. Vapour Recovery Units (VRU)

8. Buildings, sheds & other amenities etc. as per lay out plan

9. Any other facilities required for successful completion & commissioning of the Depot


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Table 1.1: Details of tanks (Product wise storage capacities)

Class Description Gross Capacity Product Type B TK-,1,2,3 14400 KL each HSD CRVT

A TK-4,5,6 9543 KL each MS IFRVT

A TK- 7,8 1130 KL Ethanol IFRVT

UC TK-9, 10 1800 KL Bio Diesel CRVT

A TK- 11,12 500 KL MS/HSD Slop IFRVT

-- TK-13,14 5800 KL each Water OTVT

A TS-1 70 KL each MS UG

B TS-2 70 KL each HSD UG

UC TS-3 180 KL each Bio Diesel UG

A TS-4 180 KL each Ethanol UG

A TS-5,6 20 KL each Slop UG Stored Volume Summary:

Total Class A: 32,179KL

Total Class B: 43,270 KL

Total unclassified product: 3,780 KL

The Project site is located at Datta village, Tehsil: Hansi, District: Hisar , Haryana State. The Total

land area will be 45.39 acres; 41.012 acres for depot area and 4.38 acres for approach road

(Khasra Nos. for depot area are 21/1, 21/2 part, 20/6, 20/7, 21/10, 21/9, 21/8 part, 21/14 part,

21/13, 21/12, 21/11, 20/15, 20/14, 20/17, 20/16, 21/20, 21/19, 21/18, 21/17, 21/16 part, 20/21,

20/22, 20/23, 20/24, 20/25, 21/21, 21/22, 21/23, 21/24, 21/25, 22/21, 23/2 part, 23/1, 23/9, 24/5,

24/4, 24/3, 24/2, 24/1, 25/5, 25/4, 25/3, 25/2,25/1 and Khasra Nos. for approach road area are

121/6, 121/15, 121/16, 121/25, 138/5, 138/6, 138/15, 138/24, 138/16, 138/25, 142/4/1, 142/4/2,

142/7, 142/6/2, 142/14, 142/15, 142/16, 142/5, 143/11, 143/20, 143/21).

The Google image (Figure 1.1) showing Co-ordinates along site boundary of the project site is

given in :

Latitude: 29°17'43.41"N

Longitude: 76°01'27.26"E


29

Figure 1.1 : Google image showing site boundary

Figure 1.2: Site Connectivity


30

Figure 1.3: Key plan for HPCL Hisar

1.3.3 SITE CONNECTIVITY

Particulars Details

Nearest highway The proposed POL depot is 5.1 km away from the SH 10 (The proposed project site is not abutting the road hence approx.

900 m long & 18m- 24 m wide corridor have been acquired from

private owners for making approach road).

Nearest railhead / Railway station

Nearest Railway Station is Barwala about 19.5 km towards North

West from proposed project site.

Nearest airport Nearest airport is Delhi about 180 km towards South West from

project site


31

Particulars Details

Defence installations None

Archaeological important places

None

Wild life sanctuaries None

Nearest major city Barwala – 18 km on North West direction from project site Hisar – 45 KM

Rivers in 10-km radius None

Hill ranges None

Seismic zone The proposed plant-site area falls in Seismic Zone III

Barwala Railway Station : 19.5 KM approx. HisarCity : 45 KM approx

Figure 1.4: Image showing nearest railway station and Hisar city

1.4NEED FOR THE PROJECT AND ITS IMPORTANCE The importance of the project is identified as follows:

The project will create a POL Depot for HPCL and this is vital for economic growth as well as

improving the quality of life. The improved petroleum supply will have strong logistical

support for delivering the products to customers without interruption.

The project will directly generate some employment both during construction and

operation phase and some indirect employment is also likely to be generated due to this

project. This will help to enhance the economic condition of this region.

The project will help for further development of infrastructure facilities in the region.

The salient features and advantages of the proposed location

1. The Depot land is owned by Govt. of Haryana which will make the allotment and

possession process simple and fast.


32

2. Sufficient private land parcels are available which shall be available for future expansion, if

needed.

3. The land is devoid of any social forestry, water body, electrical line etc. The land profile is

flat.

4. Nearest State Highway 10 is approx. 5kms from the proposed plot.

5. There is no inhabitation in the vicinity of the Plot.

6. Raman Mandi-Bahadurgarh Pipeline passes on northern side at approx. 1km distance.

7. The land is not abutting the road and hence approx. 900 m long, 18-24 m wide corridor

have been acquired from private owners for making approach.

1.5 OBJECTIVE & SCOPE OF STUDY

The primary objective of the EIA studies is to internalize and integrate the environmental

concerns/ aspects and mitigation measures due to the expansion of the existing plant.

EIA study has been carried out with the following objectives:

Collection of baseline attributes in study area. The EIA will cover one season baseline

environmental data, as per the guidelines of MoEF, New Delhi. The scope includes

collection of baseline data identify the various environmental parameters such as Air,

Water, Soil, Noise levels, Socio - economic factors, land use factors, the status of the

Flora- Fauna and wildlife in the adjoining areas of the proposed project site.

Identification, prediction, evaluation & mitigation of biophysical, social & other relevant

effects of development on the environment during the operational phase of the

proposed project using mathematical / simulation models as per applicable Indian law.

Preparation of Risk Assessment & Emergency Preparedness / Disaster Management

Plan for the project.

Preparation of Environmental Management Plan (EMP) to be adopted for mitigation of

the anticipated adverse impacts of the project during operational phase.

1.6 STUDY PERIOD

For preparation of EIA report for the proposed storage capacity of the POL Depot, the data

was collected during the season (February 2018 to May 2018) from the study area.


33

1.7 STRUCTURE OF EIA REPORT

The generic structure of the Environmental Impact Assessment (EIA) study for proposed

project is as follows,

Chapter 1: Introduction

Chapter 2: Project Description

Chapter 3: Description of the environment – present scenario of the land, soil, air,

meteorology, water, noise, biology and socio - economic environment

Chapter 4: Anticipated environmental impacts and its mitigation measures

Chapter 5: Alternative Analysis

Chapter 6: Environmental Monitoring Plan

Chapter 7: Risk Assessment & Disaster Management Plan

Chapter 8: Project Benefits

Chapter 9: Environmental Management Plan

Chapter 10: Summary & Conclusion

Chapter 11: Disclosure of Consultants


34

CHAPTER 2

PROJECT DESCRIPTION

2.1 INTRODUCTION

HPCL has set up the Hisar Installation at Datta village, Hisar in Haryana. Hindustan Petroleum

Corporation Limited is proposing a Greenfield POL Depot of capacity 79,229 KL. There is huge

demand for the HSD, MS and Bio-diesel in the domestic market. HPCL will assess the demand of

infrastructure (Physical & Social) in nearby area of the proposed POL Depot site and development

activities will be undertaken under corporate social responsibilities program for rural development

initiatives for the upliftment of the nearby communities from time to time. There is enough

demand in domestic market. Proposed project envisages setting up of the following facilities:

1. Laying of 2 nos. of dedicated Pipelines approx. 10 KM for receipt of products (MS/HSD) from

Intermediate Pumping Station (IPS) Barwala of Raman Mandi – Bahadurgarh Pipeline.

2. Details of Storage Tanks:





SLOP TANKS : 2 x 500 KL A/G & 2 x20 KL UG Slop Tanks

3. 2 x 8 Bay Gantry + 1 x 8 Bay Gantry in Future provision

4. Product receipt & dispatch pump houses

5. Fire-fighting and other allied facilities

6. Oil Water Separator (OWS) and Effluent Treatment Plant (ETP)

7. Vapour Recovery Units (VRU)

8. Buildings, sheds & other amenities etc. as per lay out plan

9. Any other facilities required for successful completion & commissioning of the Depot

2.2 NEED FOR THE PROJECT

The major consumption zones in Haryana based on average demand pattern indicates that 4-5

districts in Southern most portion command approx. 45% of thestate volume. The demand


35

distribution for North and Central districts comes to approx. 21% and 34% respectively. The

existing locations are situated in southern most part of the state and 55% of total volume in

central and northern districts is fed from these locations. This results in substantial expenses in

secondary distribution and also reverse movement of product for western districts. The demand

pattern for the state of Haryana has been tabulated as under, the % demand indicated are

approximate and will vary on yearly basis.

Table 2.1:Demand Distribution across Districts in Haryana

Northern Districts % share Central Districts Southern Districts

Ambala 4% Sirsa 7% Jhajjar 3%

Kaithal 3% Fatehabad 2% Rewari 10%

Karnal 5% Hissar 5% Palwal 6%

Kurukshetra 3% Jind 3% Gurugram 13%

Panchkula 2% Bhiwani 6% Mahendra 3%

YamunaNagar 5% Rohtak 3% Faridabad 6%

Panipat 3% Mewat 4%

Sonipat 4%

22% 33% 45%

The geographically skewed demand pattern has justified two major distribution Depots in

southern Haryana but the scenario will undergo change as under

a) The demand growth in southern portion is high and the existing infrastructure at Rewari

and Bahadurgarh will have to be dedicated for such growth for optimal placement cost.

b) The demand growth in northern and central part will entail substantial secondary

distribution cost as product has to be moved from either Bahadurgarh or Rewari.

c) The augmentation avenue at both the Depots is limited and the incremental augmentation

will be just sufficient to meet the demand of neighboring district.

d) It has been estimated that the capacity of Bahadurgarh will stretch to a maximum of 2112

TKL and 1011 TKL for Rewari. Hence, the saturation point shall reach by the year 2019-20

for Rewari& 2024-25 for Bahadurgarh.

e) The current situation indicates requirement of a new Depot in central Haryana which will

optimize the secondary distribution cost, followed by a location in northern Haryana.

f) Hisar District falls along the Raman Mandi-Bahadurgarh Pipeline alignment and primary

distribution can be achieved through Pipeline.

g) The existing Raman Mandi-Bahadurgarh Pipeline expansion is in progress, as HMEL

Refinery product is being fed in Rewari-Kanpur Pipeline also. The Pipeline capacity after


36

augmentation shall be around 7.11 MMTPA or higher. An intermediate pumping station is

under construction at mid-section at SV-4 in Hisar.

h) If part product is tapped-off at Hissar, the capacity of the pipeline towards Rewari will

increase, else additional pump station will be needed at Bahadurgarh.

2.3 SITE CHARACTERESTICS

The Project site is located at Datta village, Tehsil: Hansi, District: Hisar , Haryana State. The Total

land area will be 45.39 acres; 41.012 acres for depot area and 4.38 acres for approach road

(Khasra Nos. for depot area are 21/1, 21/2 part, 20/6, 20/7, 21/10, 21/9, 21/8 part, 21/14 part,

21/13, 21/12, 21/11, 20/15, 20/14, 20/17, 20/16, 21/20, 21/19, 21/18, 21/17, 21/16 part, 20/21,

20/22, 20/23, 20/24, 20/25, 21/21, 21/22, 21/23, 21/24, 21/25, 22/21, 23/2 part, 23/1, 23/9, 24/5,

24/4, 24/3, 24/2, 24/1, 25/5, 25/4, 25/3, 25/2,25/1 and Khasra Nos. for approach road area are

121/6, 121/15, 121/16, 121/25, 138/5, 138/6, 138/15, 138/24, 138/16, 138/25, 142/4/1, 142/4/2,

142/7, 142/6/2, 142/14, 142/15, 142/16, 142/5, 143/11, 143/20, 143/21).

The Project location(Figure 2.1) showing Co-ordinates along site boundary of the project site is

given in :

Latitude: 29°17'43.41" N Longitude: 76°01'27.26" E


37

Figure 2.1: Project location

2.3.1 LOCATION

The Google Earth image showing the project site is given in the figure 2.2.


38

Figure 2.2: Google Image of the Project Site

2.3.2 ENVIRONMENTAL SETTINGS

The Depot is located on a plot measuring around 41 Acres. of land in Village Datta, District Hisar,

Haryana. An additional 4 acre has been taken on by term lease for approach road. Land use of the

existing land area is already agricultural. However, topography of the land is almost flat with minor

undulation. The elevation of plant area is 200 m AMSL The topography and land use of the project

site and its surroundings area covering 10 km radius are given in Figures 2.3


39

Figure 2.3: 10 km study area

2.3.3 COST ESTIMATE & PROJECT SCHEDULE

The cost estimate worked out in this report is preliminary as Basic engineering is required to be

carried out prior to firming up the cost. However, based on the identified land area, plot plan,

tentative tankage volumes and sizes and details of facilities equipment worked out at this stage,

the estimated cost has been firmed on order of magnitude basis utilizing the previous project/ in

house data. The estimate shall get refined during detailed feasibility/Engineering study stage.

The estimated cost includes 3% towards contingency, 8% towards EPMC consultant &

management expenses.


40

Table: 2.2: Estimated cost breakup

S.no. Description Amount ( in Rs. Lacs)

1 Pre-ProjectActivities 88

2 Pipeline & Receipt station 4,500

3 Depot 17,395

4 EPMC&Mgmt.Expenses@8% 1,759 5 Contingency 659 6 InterestonBorrowing 1,099

Total 25,500

The cost for installation/construction of new POL Depot is estimated as Rs. 255 Crores, upon

obtaining Environmental Clearance and Consents from HSPCB, M/s. HPCL will commence work for

the installation/construction for proposed new project activity.

2.3.4 LANDREQUIREMENT

The total land area available for construction of Hisar POL Depot is around 45 acres. The total land

is possessed by HPCL. The land use break-up is given below:

Table 2.3: Plant area break up

Particulars Area (Acres)

Depot Area 41.025

Approach Corridor 4.38

Total 45.39

Table 2.4: Built up area Statement

Sr.no. Description Size (m)

1 Security Cabin/Planning Room 12.0 X 8.0

2 Sealing Platform 30.0 X 8.0

3 Car Parking Shed 48.0 X 6.0

4 Calibration Tower 12.0 X 8.0

5 8 Bays TT Gantry (2 Nos.) 50.4 X 13.5 X2

6 IBACs Room 15.0 X 10.0

7 Fire water Pump House 30.0 X 8.5

8 Admin Building (G +1) 42.0 X 12.0

9 Meter Room 5.0 X 4.0

10 Transformer Yard 10.0 X 10.0

11 MCC Room (G+1) 30.0 X 10.0

12 DG set Shed 12.0 X 10.0

13 Compressor Shed 12.0 X 10.0

14 Foam System Shed 8.0 X 8.0

15 Engineering Store 20.0 X 12.0

16 TAS & PL Control Room 36.0 X 32.0

17 TLF Pump House 50.0 X 7.5


41

Sr.no. Description Size (m)

18 Additive Dosing Shed 12.0 X 6.0

19 Vapour Recovery Unit 15.0 X 15.0

20 Sample Room 8.0 X 8.0

21 Truck Drivers Amenity Block 15.0 X 12.0

22 Security Cabin (T/T Parking Area) 3.0 X 3.0

23 Watch Tower (4 Nos.) 3.0 X 3.0 X 4

24 Effluent Treatment Plant 35.0 X 35.0

25 Flood Light Tower (30m High) – 6 Nos.

3.0 X 3.0

26 Store Yard 50.0 X 40.0


42

Figure 2.4: Site Layout Plan


43

2.4 MAGNITUDE OF OPERATION

HPCL will be installing new POL Depot of capacity 79,229 KLatDatta village, HissarDist, Haryana.

Proposed project envisages:

Table 2.5: Details of tanks (Product wise storage capacities)

Class Description Gross Capacity Product Type B TK-,1,2,3 14400 KL each HSD CRVT

A TK-4,5,6 9543 KL each MS IFRVT

A TK- 7,8 1130 KL Ethanol IFRVT

UC TK-9, 10 1800 KL Bio Diesel CRVT


-- TK-13,14 5800 KL each Water OTVT





A TS-5,6 20 KL each Slop UG

Stored Volume Summary: Total Class A: 32,179KL



The Depot will be set up on 41 acres of land at Datta village of Hissar district. The above land

belongs to Government of Haryana. The proposed oil depot will have modern high-tech

facilities conforming to international standards besides complying with Oil Industry Safety

Directorate standards. The depot will be provided with all modern fire-fighting facilities as per

OISD standards.

As per EIA Notification dated 14th Sept., 2006 as amended from time to time, this project falls

under S. No. 6 (Service sectors), Project activity “6 (b)”- Isolated storage & handling of

hazardous chemicals (As per threshold planning quantity indicated in column 3 of schedule 2 &

3 of MSIHC Rules 1989 amended 2000). M/s HPCL have applied for Petroleum & Explosives

Safety Organization (PESO) License and Consent to Establish from Haryana State Pollution

Control Board (HSPCB).


44

2.5 DESCRIPTION OF PROCESS

The POL depot functions primarily as Petroleum products receipt, storage and distribution

facility. The depot operations are categorized as:

RECEIPT OF PRODUCT

The High Speed Diesel (HSD) and Motor Spirit (MS) will be received from 2 nos. of dedicated

Pipelines approx. 10 KM from Intermediate Pumping Station (IPS) Barwala of Raman Mandi

(Bhatinda)-Bahadurgarh Pipeline.Receipt of Ethanol and Bio Diesel will be done through road by

Tank Truck.

STORAGE

The received products are stored in above ground & Underground Steel Storage Tanks

DISPATCH

Empty tank Trucks which report to the depot are sent to tank Truck filling bays. They are filled

through loading arms fitted in the bays. Products come to the loading arm from the products

tank through pump provided in pump house. The quantity filled in the tank lorry is measured by

flow meters fitted in the bay. After Checking the right quantity the lorry is sent to retail outlets

& industrial customers of Hisar and neighboring districts of Jind, Sirsa, Fathehabad, Bhiwani and

Kaithal districts of Haryana State. The process flow chart is shown in Figure 2.6.


45

The following activities will also be carried out at the plant:

- Distribution of products by filling of Tank Trucks in Tank Lorry Filling Shed (TLF Shed) will

be done by using separate set of loading pumps.

- Temporary storage of overfill, sick and other expansion products in U/G Tanks and

routing it back to A/G Tanks.

- Online Blending/ dosing of products viz. Ethanol & Power in MS, Bio-Diesel & Turbo in

HSD.

- Operation and monitoring of all activities stated Against S.N 1-5 through Depot

Automation system.

- Regular Operations and maintenance activities associated with any factory.

- Operation and Maintenance of Fire Fighting system consisting of Fire Water Tanks,

Pumps, Hydrants/monitors, Portable FFE, rescue gadgets as per OISD Standard.

- Operation and Maintenance of Electrical System consisting of Transformers, VCB,

PCC/MCC, DC System, Capacitor Bank, Fire Alarm, Lighting &Earthing system.

Figure-2.5: Process flow chart


46

- Operations and Maintenance of communication system consisting of VHF, EPABX, CCTV,

PA system installed for safe and secure handling of hydrocarbons.

- Operation and Maintenance of Oil water Separator/ ETP for segregation of oil and water

generated from spills and floor wash. Green belt and landscaping maintenance works.

- Operation and Maintenance of Vapour Recovery system.

- Other specific and routine administrative, security, training and employee welfare

works.

2.6 RAW MATERIAL REQUIREMENTS

This is only Storage and Distribution depot of petroleum product no processing is carried out,

hence no Raw material is required.

2.7 INFRASTRUCTURE AT THE FACILITY

The lists of facilities at the depot are shown in the Table2.6:

Sr.No. Description Size (m)

1 Security Cabin/Planning Room 12.0 X 8.0

2 Sealing Platform 30.0 X 8.0

3 Car Parking Shed 48.0 X 6.0

4 Calibration Tower 12.0 X 8.0

5 8 Bays TT Gantry (2 Nos.) 50.4 X 13.5 X 2

6 IBACs Room 15.0 X 10.0

7 Fire water Pump House 30.0 X 8.5

8 Admin Building (G +1) 42.0 X 12.0

9 Meter Room 5.0 X 4.0

10 Transformer Yard 10.0 X 10.0

11 MCC Room (G+1) 30.0 X 10.0

12 DG set Shed 12.0 X 10.0

13 Compressor Shed 12.0 X 10.0

14 Foam System Shed 8.0 X 8.0

15 Engineering Store 20.0 X 12.0

16 TAS & PL Control Room 36.0 X 32.0

17 TLF Pump House 50.0 X 7.5

18 Additive Dosing Shed 12.0 X 6.0

19 Vapour Recovery Unit 15.0 X 15.0

20 Sample Room 8.0 X 8.0

21 Truck Drivers Amenity Block 15.0 X 12.0

22 Security Cabin (T/T Parking Area) 3.0 X 3.0


47

23 Watch Tower (4 Nos.) 3.0 X 3.0 X 4

24 Effluent Treatment Plant 35.0 X 35.0

25 Flood Light Tower (30m High) – 6 Nos. 3.0 X 3.0

26 Store Yard 50.0 X 40.0

Table 2.7: List of Equipment / Facilities

S. No Equipments/ Facilities

1. Visitors Room

2. Car parking shed

3. Office building

4. Worker's rest room

5. Fire pump house

6. T/T gantry & decanting bay- I

7. Lube ware house

8. Engineering godown

9. Product pump house (TTF)-I

10. D.G.set& MCC room

11. Meter room

12. Transformer yard

13. T/T parking area

14. Plant toilet & driver's rest room

15. Calibration shed

16. Additive dosing shed & pump

17. Checking platform

18. Engineering store

19. Watch tower

20. C P room (Cathodic Protection)

21. Foam tank

22. TAS control room with DG set

23. 8 bay TTL gantry—II

24. Product pump house

25. Sample storage room

26. Sealing platform

27. Security / planning office / checking platform

28. Dispensing unit

29. High mast tower 30 m. Ht.

30. Fire water UG RCC tank

31. Oil water separator

32. TAS control room

33. Scrap / surplus material yard

34. Unloading point

35. Effluent treatment plant


48

2.7.1 DESCRIPTION OF PRODUCT TANKS:

6. Above ground cone roof tanks – These are cylindrical vertical tanks with conical fixed

roof, made of steel plates & rest on compacted sand foundation, used for storage of

Class B Products e.g. HSD, SKO etc.

7. Above ground floating roof tanks – These are cylindrical vertical tanks with floating

roofs, which go up & come down with increase and decrease of the products inside

the tank thus leaving no space for product vapour to form. The tanks rest on

compacted sand foundation. These tanks are used for storage of class A product like

MS.

8. Underground Tanks: These tanks are cylindrical, made of steel plates and are kept

on underground trenches in horizontal positions. These tanks are used for storage of

small quantity of product.

9. Technical Specifications of Storage Tanks: Design and construction of storage tanks

will be according to Indian regulations IS 803 and / or API 650.

10. The floating roof and fixed roof tanks will be designed for atmospheric pressure.

Design of the Depot is in accordance with Indian standards OISD 118 and as

contained in Petroleum Rules and approved by The Chief Controller of Explosives.

2.8 POWER REQUIREMENT

Power will be drawn from the nearest substation of Haryana State Electricity Board.

- Construction Phase: 500 KVA sourced from Haryana State Electricity Board (HSEB) or through

DG sets at site.

- During Operation Phase: 1000 KVA sourced from HSEB or through DG sets of 2x600 KVA and 1

x 400 KVA capacity. DG sets will be only used in case of HSEB power failures during operations.

HSD will be used as fuel for DG sets, DG set Stack height will be provided as per CPCB norms.


49

Table 2.8: Details of D.G sets details

S. No. Capacity

(KVA) DG set

Number Fuel used Stack height (m)

Construction Phase

1 500 1 HSD BS- IV As per CPCB norms

Operation Phase

2 600 2 HSD BS- IV As per CPCB norms

400 1 HSD BS- IV

2.9 MAN POWER REQUIREMENT

During construction stage, the Depot will require a minimum of 20 and a maximum of 400 nos.

of workers depending of the stage of construction. During the Operation phase the depot will

require approx. 15 to 35 nos. of workmen.

Sl.No. Designation Numbers

1 Depot Incharge 1

2 Officer Staff 12

3 Worker Staff 22

4 Security(Contract Basis) per shift

10

Total 45

2.10 FRESH WATER REQUIREMENT

Total water requirement will be 5 KLD. 5 KLD of water (approx) will be drawn from the 3 No.

of Bore wells in operation phase. 2 KLD water will be required for domestic purposes and 3

KLD water will be required for gardening. 1.0 KLD. (approx) of sewage will be generated which

shall be disposed through septic tank and soak pit.

Sl. No.

Water requirement

(KLD)

Domestic Water use

requirement (KLD)

Green belt Development

(KLD)

Domestic sewage generation (KLD)

Mode of Disposal

1 5.0 2.0 3.0 1.0

Approx 1.0 KLD of water will be disposed in septic tank and soak pit.

No trade effluent arises from this operation.


50

2.11 SOLID WASTE GENERATION & DISPOSAL

The Depot will generate 10 Kg of MSW in operation phase. Municipal solid waste will be

generated from POL depot will be collected, segregated and disposed off through local body.

- Sludge from Oil tanks (2 MT in 5 years) will be cleaned, in every five years. - Spent lube oil (150 LPA) will be sold to HSPCB Authorized Recyclers.

Sludge will be handed over to HSPCB approved vendors for disposal as per their approved

procedures.

2.12 SAFETY & ENVIRONMENT PROTECTION MEASURES

The proposed depot shall comply with the latest guidelines/standards of PESO, Oil Industry

Safety Directorate (OISD), which is a technical directorate under the Ministry of Petroleum and

Natural Gas that formulates and coordinates the implementation of a series of self regulatory

measures aimed at enhancing the safety in the oil & gas industry in India. Some of the key

safety and environmental protection measures which will be provided as per OISD norms are as

under:

i. All the potential risk areas within plant viz Tank Farm, Tank Lorry Filling Gantry, Product

Pump House, Tank Truck Parking area are fully covered with a pressurized Fire Hydrant

system, which is always kept in Auto Mode.

ii. The Fire Hydrant system is provided with adequate no. of Water Cum Foam Monitors

and Hydrant Hoses for extinguishing the fire at its incipient stage.

iii. Adequate quantities of Fire Water storage (for 4 hours of firefighting) and UL Listed /

FM approved Aqueous Film Forming Foam (AFFF) (for 65 minutes of firefighting) are

stored within depot premises.

iv. Storage Tanks, Product Pump House will be provided with Fixed Water sprinkler cooling

system.

v. Medium Expansion Foam Generators (MEFG) will be provided for each tank dyke for full

surface coverage of any major spilling of product inside dykes.


51

vi. Hydrocarbon Detectors will be provided at potential leakage points such as Tank Farm

and Pump House to monitor any leakage of product.

vii. The dykes of the tank farm will be constructed as Impervious, which does not allow any

percolation of product in the soil.

viii. Floating roof tanks with seals are provided to arrest losses due to vaporization of

volatile Class-A petroleum products.

ix. Product Pumps are provided as per American Petroleum Institute (API) standards which

ensure zero vapor losses from seals.

The entire process of the depot is operated with state of art Depot Automation System

(TAS) consisting for TFMS (Tank Farm Monitoring System) & Tank Lorry Gantry Automation.

2.13 Rainwater & Storm Water Drainage Network

Storm water drains will be placed along all sides of sheds and other Annex buildings in the

plant. All drains will be connected through vapour trap before releasing any wastewater from

the plant.


52

CHAPTER 3

DESCRIPTION OF ENVIRONMENT

3.1 INTRODUCTION

The baseline environmental studies have been conducted to determine the existing status of

various environmental attributes viz., climate and atmospheric conditions, air, water, noise,

soil, hydrogeological, land use pattern, ecological and socio-economic environment, prior to

setting up of the proposed project. This study would help to undertake corrective mitigation

measures for protection of the environment on account of any change/ deviation of attributes

due to activities of the proposed project.

3.2 SCOPE OF BASELINE STUDY

An area, covering a 10 km radial distance from the project site is considered as the study area

for the purpose of the baseline studies. Primary data on water, air, land, flora, fauna & socio-

economic data were collected by a team of functional area experts. Secondary data was

collected from various departments of state/central government organizations, semi-

government organization. Table 3.1 gives various environmental attributes considered for

formulating environmental baseline and Table 3.2 gives the frequency and monitoring

methodology for various environmental attributes.

Table 3.1: Environmental Attributes

S. No. Attribute Parameter Source of Data

1 Climatology &

Meteorology

Wind speed, wind direction, relative

humidity, rainfall and temperature

Indian Meteorological

Department and Site specific

information

2 Water Quality Physical and chemical parameters

Monitored Data (Surface water

– 2 locations and ground water-

6 locations)

3 Ambient Air

Quality

PM10, PM2.5, SO2, NO2, VOC, Methane &

Non Methane HC Monitored Data (8 locations)

4 Noise levels Noise levels in dB (A) Monitored Data (8 locations)


53

5 Ecology

Existing terrestrial flora and fauna

within the study area

Field survey and Secondary

sources

6 Geology Geological history Secondary sources

7 Soil Soil types and samples analyzed for

physical and chemical parameters.

Analysis of soil samples at 8

locations

8 Socio-economic

aspects

Socio-economic characteristics of the

affected area

Based on field survey and data

collected from secondary

sources

9 Land Use Trend of land use change for different

categories Secondary data


54

Table 3.2: Frequency and Monitoring Methodology

Attributes Sampling

Measurement Method Remarks Network Frequency

A. Meteorology

Wind Speed, Wind direction,

Relative humidity, Rainfall and

Temperature

Project site Continuous for one

month Weather monitor with data base

A. Air Environment

Particulate Matter (PM10)

Requisite locations

in the project

influence area

24 hourly-twice a

week for 1 month in

non- monsoon

season

Gravimetric (High- Volume with Cyclone)

As per CPCB

standards under

18th November

2009 notification for

National Ambient

Air Quality

Standards (NAAQS)

Particulate Matter (PM2.5) Gravimetric (High- Volume with Cyclone)

Sulphur Dioxide (SO2) EPA Modified West &Gaeke method

Nitrogen Dioxide (NO2) Arsenite Modified Jacob &Hochheiser

Total Volatile Organic Compounds

(TVOC) -- EPA Method TO - 17

Hydrocarbon

24 hourly-twice a

week for 1 month in

non- monsoon

season

IS 5182: Part 12: 1991

B. Noise

Hourly Equivalent Noise Levels

Requisite locations

in the project

influence area.

Once

Instrument : Noise level meter

IS 4954 : 1968

C. Water


55

Parameters for water quality: pH,

temperature, turbidity, total

Hardness, total alkalinity, chloride,

sulphate, nitrate, fluoride, sodium,

potassium, electrical conductivity,

ammonical nitrogen, nitrate-

nitrogen Total phosphorus, BOD,

COD, calcium, magnesium, total

dissolved solids, total suspended

solids

Set of samples at

requisite locations

for ground and

surface water

Once

Samples for water quality collected and

analyzed as per IS : 2488 (Part 1-5)

methods for sampling and testing of

Industrial Effluents and Standard Methods

for examination of water and wastewater

analysis published by American Public

Health Association.

D. Land Environment

Parameter for soil quality: pH,

texture, electrical conductivity,

organic matter, nitrogen,

phosphate, sodium, calcium,

potassium and magnesium.

Requisite soil

samples collected

as per BIS

specification

within project

influence area

Once

Collected and analyzed as per soil analysis

reference book, M.L.Jackson

E. Biological Environment

Terrestrial & Aquatic Flora and

Fauna

Requisite locations

in the project

influence area

Once Collected and analyzed as per IUCN Red

Data book.


56

3.3 CLIMATE OF THE REGION

Climatological (long-term) data is obtained from the closest Indian Meteorology Department

(IMD) station or from any other nearby station, which has been collecting meteorological data

for more than ten years.

Climatological data for Hisar IMD station is discussed in following subsections.

The climate of area is characterized by an intensely hot summer, a cold winter and general

dryness throughout the year except during south-west monsoon season. Generally, the area

experiences the following four seasons in a year:

Summer : March to June

Monsoon : July to September

Post monsoon : October and November

Winter : December to February

A Temperature

Table 3.3 gives the temperature variation during study period. As per IMD data, June is the

hottest month, the mean daily maximum temperature in that month being 45.2oC. On

individual day in this May and June sometimes the day temperature may reach over 48oC. The

nights are also quite oppressive and they continue to be so even in the monsoon months. With

the onset of the monsoon after the middle of June the day temperature decrease by about five

or six degree centigrade but the night temperatures remains high. This continues till

September. In October while the day temperatures remain as warm as September, the nights

become cooler.

B. Relative Humidity (RH) Table 3.3 gives the relative humidity (RH) data at Hisar IMD Station. RH is lowest during April

month (27% at 17.30 hr).


57

Table3.3: Temperature and humidity

Month Mean daily maximum

temperature

Mean daily minimum

temperature

Relative Humidity (%)

08.30 hrs. 17.30 hrs.

February 30.8 3.4 76 43 March 36.7 7.7 68 39 April 42.1 13.4 51 29

May 45.0 18.7 46 27

Micro meteorological data for the site

Micrometeorology data changes after a few kilometers due to changes in local topography.

Furthermore, IMD data recorded only at 8:30 hr and 17:30 hr for only eight wind directions

with wind speeds over widely spaced ranges is not of much use in dispersion modeling.

Because of these limitations, micrometeorological data was collected near site round the

clock.

Table 3.4 : Summary of micrometeorological condition at the site

Parameter season

Temperature

Max (oC) Min (oC)

41.8 22.3

Relative Humidity Max (%) Min (%)

79.1 40.5

Wind Speed Max (kmph) Min (kmph) Mean (kmph)

6.4 4.1 6.3


58

FIGURE 3.1: WIND ROSE DIAGRAM

3.4 AMBIENT AIR QUALITY

Reconnaissance

The quality of ambient air depends upon the background concentrations of specific

contaminants, the emission sources and meteorological conditions. The study on baseline

ambient air quality status in the project area is an essential and primary requirement for

assessing the impacts on air environment due to any proposed developmental activity.

The baseline studies on air environment include identification of specific air pollution

parameters expected to have significant impacts and assessing their existing levels in ambient

air within the impact zone. To assess the baseline status of ambient air quality in the study


59

area, monitoring is undertaken to ascertain the baseline pollutant concentrations in ambient

air.

Methodology for Monitoring

To study, the baseline air quality scenario in the study area, 8 ambient air quality monitoring

(AAQM) stations were selected in the study area in different directions and at different

distances from the project site keeping in view of the guidelines of the MoEF.

The baseline data of air environment is monitored for the below mentioned parameters:

Particulate Matter (PM2.5);

Particulate Matter (PM10);

Sulphur dioxide (SO2);

Oxides of Nitrogen (NOX);

Carbon Monoxide (CO);

Methane & Non Methane

Benzene

Total Volatile Organic Compound(TVOC)

Table 3.5 Ambient Air Quality Monitoring Locations

Sr. No.

Sampling Location Code & Name

HPCL Hisar

Direction Dist. (Km) from project site

Latitude Longitude

1 *A1 Premises of project site - - 29°17'43.38"N 76° 1'27.24"E

2 A2 ByanaKhera N 2.45 29°19'2.20"N 76° 1'26.99"E

3 A3 Datta SW 4.08 29°16'1.66"N 75°59'48.99"E

4 A4 Dhadgano NW 4.65 29°19'14.04"N 75°59'7.56"E

5 A5 Gurana W 6.24 29°18'5.29"N 75°57'36.39"E

6 A6 LohariRagho SE 4.92 29°15'35.57"N 76° 3'17.17"E

7 A7 Masudpur SSW 9.96 29°13'39.98"N 75°58'28.78"E

8 A8 Moth SE 8.82 29°13'46.04"N 76° 4'30.59"E


60

Figure 3.2: AAQ sampling locations forHPCL Hisar

3.4.1 AIR SAMPLING PROGRAM

As stated earlier, the sampling at the above 08 stations were carried out during period from

19thFebruary 2018 to 19th May 2018. The stations were selected and located with due

consideration to the meteorological conditions of the region, wind pattern etc. The samples

were collected as per the CPCB norms during study period.

3.4.2 BASELINE DATA

7 major air pollutants viz. PM10 and PM2.5, Sulphur Dioxide (SO2), Oxides of Nitrogen

(NO2),CO,TVOC and Benzene were monitored to establish the baseline air quality. The results

are given in Table3.6. Photographs of the sampling site are shown in Figure 3.3 .


61

Table 3.6 :SummaryAmbient Air QualityResult

Code

Location PM10 PM 2.5 SO2 NOX

Min Max Avg 98 Per

Min Max Avg 98 Per

Min Max Avg 98 Per

Min Max Avg 98 Per

A1 Project site 55 69.3 62.0 68.5 27.5 34.6 31.0 34.2 6.9 10.1 8.4 10.0 11.5 16.3 14.5 16.2

A2 ByanaKhera 51 65.6 59.4 65.2 25.5 32.8 29.7 32.6 7 9.6 8.4 9.5 12.8 16.1 14.4 16.1

A3 Datta 56 68 62.7 67.5 28 34 31.3 33.7 6.2 9.2 7.6 9.1 11.3 14.5 12.9 14.4

A4 Dhadgano 52 62 58 62.1 26 31.1 29 31.0 7.2 8.9 8.0 8.8 11.2 15.4 13.5 15.4

A5 Gurana 56 66 61.4 65.9 28 33 30.7 32.9 8.6 13.0 10.4 12.8 13.5 18.4 15.8 18.4

A6 LohariRagho 53 61 57.5 60.9 26.5 30.5 28.7 30.4 7.1 10.0 8.8 10.1 11.9 17.5 15.3 17.4

A7 Masudpur 49 64 57.6 63.0 24.5 32 28.8 31.5 8.9 13.2 11.3 13.1 13.2 19.6 16.2 19.0

A8 Moth 47 62 55.9 61.9 23.5 31 27.9 30.9 7.1 10.3 8.7 10.2 13.7 20.1 17.2 19.9

CPCB / MoEF Standards

Industrial /Residential / Rural and Other Area

100

60 80 80


62

Code Location Benzene as C6H6, μg/m3

TVOC, μg/m3

A1 Project site BDL(<0.1) BDL(<1)

A2 ByanaKhera BDL(<0.1) BDL(<1)

A3 Datta BDL(<0.1) BDL(<1)

A4 Dhadgano BDL(<0.1) BDL(<1)

A5 Gurana BDL(<0.1) BDL(<1)

A6 LohariRagho BDL(<0.1) BDL(<1)

A7 Masudpur BDL(<0.1) BDL(<1)

A8 Moth BDL(<0.1) BDL(<1)

CPCB/MoEF Standards 5 Not specified

3.4.3 Observations

PM10: The maximum and minimum concentrations for PM10 were recorded as 69.3g/m3 and

47 g/m3 respectively.

PM2.5: The maximum and minimum concentrations for PM2.5 were recorded as 34.6g/m3 and

23.3 g/m3 respectively.

Figure 3.3 : Photographs for Ambient Air Quality Monitroing


63

SO2: The maximum and minimum SO2 concentrations were recorded as 13.2 g/m3 and

6.2g/m3.

NOx: The maximum and minimum NOx concentrations were recorded as 20.1 g/m3 and 11.2

g/m3.

3.5 NOISE ENVIRONMNET

The main objective of monitoring of ambient noise levels was to establish the baseline noise

levels in the surrounding areas and to assess the total noise level in the environment of the

study area.

3.5.1 IDENTIFICATION OF SAMPLING LOCATIONS

A preliminary reconnaissance survey was undertaken to identify the major noise sources in the

area. The sampling location in the area was identified considering the location of industry,

residential area, highways and institutional areas. The noise monitoring locations are presented

in Table 3.7 and shown in Figure 3.4 and photographs for noise monitoring shown in figure 3.5

Table 3.7 : Noise Monitoring Locations

Sr. No.

Sampling Location Code & Name

HPCL Hisar

Direction Dist. (Km) from project site

Latitude Longitude

1 *N1 Premises of project site - - 29°17'43.38"N 76° 1'27.24"E

2 N2 ByanaKhera N 2.45 29°19'2.20"N 76° 1'26.99"E

3 N3 Datta SW 4.08 29°16'1.66"N 75°59'48.99"E

4 N4 Dhadgano NW 4.65 29°19'14.04"N 75°59'7.56"E

5 N5 Gurana W 6.24 29°18'5.29"N 75°57'36.39"E

6 N6 LohariRagho SE 4.92 29°15'35.57"N 76° 3'17.17"E

7 N7 Masudpur SSW 9.96 29°13'39.98"N 75°58'28.78"E

8 N8 Moth SE 8.82 29°13'46.04"N 76° 4'30.59"E


64

Figure 3.4: Noise monitoring locations for HPCL Hisar.

3.5.2 INSTRUMENT Used For SAMPLINGS

Noise levels were measured using a sound level meter. The sound level meter measures the

equivalent continuous noise level (Leq) by switching on the corresponding function mode.

3.5.3 METHOD OF MONITORING

Noise, in general, is sound which is composed of many frequency components of various types

of loudness distributed over the audible frequency range. Various noise scales have been

introduced to describe, in a single number, the response of an average human to a complex

sound made up of various frequencies at different loudness levels. The most common and

universally accepted scale is the ‘A’ weighted Scale which is measured as dB (A). This is more

suitable for inaudible range of 20 to 20,000 Hz. The scale has been designed to weigh various

components of noise according to the response of a human ear.


65

Sound Pressure Level (SPL) measurements were measured at all locations. The readings were

taken for every hour for 24 hours. The day noise levels have been monitored during 6 am to 10

pm and night levels during 10 pm to 6 am at all the locations covered in a10-km radius of the

study area. The noise levels were measured once during the study period. These readings were

later tabulated and the frequency distribution table was prepared. Finally, hourly and 24 hourly

values for various noise parameters viz. Lday and Lnight were calculated.

For noise levels measured over a given period of time, it is possible to describe important

features of noise using statistical quantities. This is calculated using the percent of the time

certain noise levels exceed the time interval. The notations for the statistical quantities of noise

levels are described below:

L10 is the noise level exceeded 10 percent of the time

L50 is the noise level exceeded 50 percent of the time and

L90 is the noise level exceeded 90 percent of the time

Equivalent Sound Pressure Level (Leq)

The Leq is the equivalent continuous sound level, which is equivalent to the same sound energy

as the actual fluctuating sound measured in the same period. This is necessary because

thesound from noise source often fluctuates widely during a given period of time.

This is calculated by the following equation:

Leq = L50 + (L10 - L90)2/60

Parameters Measured During Monitoring

For noise levels measured over a given period of thetime interval, it is possible to describe

important features of noise using statistical quantities. This is calculated using the percent of

the time, certain noise levels are exceeded during the time interval. The notation for the

statistical quantities of noise levels is described below:

Hourly Leq day: Equivalent noise levels between 6.00 hours to 22.00 hours.

Leq night: Equivalent noise levels between 22.00 hours to 6.00 hours.


66

3.5.4 Results

The summary of computed ambient noise level parameters like Lday ,Lnight are presented in Table

3.8.

Table3.8 Ambient Noise Level

Location Code Sample Location Lday dB(A) Lnight dB(A)

N1 Premises of Project site

68.2 57.9

N2 ByanaKhera 61.7 51.2

N3 Datta 52.4 43.9

N4 Dhadgano 53.3 42.3

N5 Gurana 54 41.3

N6 LohariRagho 53.6 44.6

N7 Masudpur 54.2 42

N8 Moth 54.8 44

Table 3.9:Ambient Noise Quality Standards

Category of Area / Zone Limits in dB (A) Leq

Day Time Night Time

Industrial Area 75 70 Commercial Area 65 55 Residential Area 55 45

Silence Zone 50 40 Source: CPCB Note: Daytime shall mean from 6.00 a.m. to 10.00 p.m. Night time shall mean from 10.00 p.m. to 6.00 a.m.

Figure 3.5: Photographs for Ambient Noise Monitoring


67

3.5.5 OBSERVATION

Daytime Noise :

The noise level in residential areas during day time was in the range of 52.4 dB(A) Leq to 68.2

dB(A) Leq.The day time noise level in the study area were within the CPCB limits.

Night time noise:

The night time noise level in the study area was the range of 41.3 dB(A) to 57.9 dB(A).The night

time noise was also within stipulated standards of CPCB.

3.6 WATER ENVIRONMENT

Water sampling has been conducted to establish baseline water quality in the area. Water

analysis was carried out for physical and chemical parameters as per the methods prescribed in

IS and “Standard Methods for the Examination of Water and Wastewater (American Public

Health Association)”.

3.6.1SAMPLING LOCATIONS

The details of the water sampling stations are presented in the Table 3.10 and shown in Figure

3.6.and photographs for surface and ground water sampling shown in 3.7

Table3.10 Water quality monitoring locations

Sr. No.

Sampling Location& codes HPCL Hisar

Direction Dist. (Km) Latitude Longitude

1 SW1 Canal Near Sarsana N 7.66 29°21'52.13"N 76° 0'57.65"E

2 SW2 Canal Near Gurana W 8.21 29°18'0.44"N 75°56'25.13"E

3 GW 3 Near project site - - 29°17'43.38"N 76° 1'27.24"E

4 GW 4 ByanaKhera N 2.45 29°19'2.20"N 76° 1'26.99"E

5 GW 5 LohariRagho SE 4.92 29°15'35.57"N 76° 3'17.17"E

6 GW 6 KheriJalab NE 6.90 29°19'33.91"N 76° 5'9.62"E

7 GW 7 Masudpur SSW 9.96 29°13'39.98"N 75°58'28.78"E

8 GW 8 Moth SE 8.82 29°13'46.04"N 76° 4'30.59"E


68

Figure3.6 : Water Sampling Stations

3.6.2 RESULTS

The physicochemical characteristics of water in the study area are presented in the Tables 3.11

and is compared with the standards (IS 10500: Indian Standards/Specifications for Drinking

Water) reference values.


69

Table 3.11: Results of Water Analysis

S.

No

Parameters

Unit

Test method

Limit as per IS 10500:

2012

GW1

GW2

GW3

1 Temperature C --- Not Specified 25.3 25.4 26.2

2 Colour Hazen APHA 22nd EDITION 5 <1 <1 <1

3 Odour - APHA 22nd EDITION Agreeable No Odour Observed

No Odour Observed

No Odour Observed

4 pH at 25 °C - IS : 3025 Part 11- 1983 (Reaff:2002) 6.5-8.5 7.4 8.1 7.3

5 Conductivity at 25 °C μS/cm IS : 3025 Part 14- 1984 (Reaff:2002) Not Specified 823 650 552

6 Turbidity NTU IS : 3025 Part 10-1984 (Reaff: 2002) 0.2 <1.0 <1.0 <1.0

7 Total dissolved solids mg/l IS : 3025 Part 15-1984 (Reaff: 2003) 500 495 531 485

8 Total Hardness as CaCO3 mg/l IS : 3025 Part 21-1983 (Reaff: 1998) 200 266 275 279

9 Total Alkalinity as CaCO3 mg/l IS : 3025 Part 23-1986(Reaff:2003) 200 148 265 156

10 Chloride as Cl- mg/l IS : 3025 Part 32-1988 (Reaff: 2003) 250 119 96 163

11 Sulphate as SO4 mg/l APHA 22nd EDI-4500- SO42- E 200 68 81 35

12 Fluoride as F mg/l APHA 22nd EDI-4500-F B&D 1 0.5 0.4 0.4

13 Nitrate as NO3 mg/l APHA 22ndEDI-4500- NO3- B 45 17 23 14

14 Ammonia as NH3 mg/l APHA 22nd EDI-4500- NH3 B&C Not Specified BDL(<0.05) BDL (<0.05) BDL(<0.05)

15 Phosphate as PO4 mg/l IS : 3025 Part 31 1988(Reaff:2002) Not Specified 0.05 0.3 0.08

16 Sodium as Na mg/l IS : 3025 Part 45-1993 (Reaff:2003) Not Specified 14 9 7

17 Potassium as K mg/l IS : 3025 Part 45 -1993 (Reaff:2003) Not Specified 3 3.1 2

18 Calcium as Ca mg/l IS : 3025 Part 40-1991 (Reaff:2003) 75 73 80 72

19 Magnesium as Mg mg/l APHA 22nd EDITION 30 28 28.3 27

20 Iron as Fe mg/l IS : 3025 Part 53-2003 0.30 0.08 0.08 BDL(<0.05)


70

21 Manganese as Mn mg/l APHA 22nd EDN -3500-Mn D 0.1 BDL(<0.05) BDL(<0.05) BDL(<0.05)

22 Phenolic compounds as C6H5OH

mg/l APHA 22nd EDN 5530 B,C,D 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001)

23 Copper as Cu mg/l IS:3025 Part 42 (Reaff:2003) 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03)

24 Mercury as Hg mg/l APHA 22nd EDN -3112B 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001)

25 Cadmium as Cd mg/l APHA 22nd EDN -3113 B 0.003 BDL(<0.001) BDL(<0.001) BDL(<0.001)

26 Selenium as Se mg/l APHA 22nd EDN -3113B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

27 Total Arsenic as As mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

28 Cyanide as CN mg/l APHA 22nd EDN -4500-CN E 0.05 BDL(<0.05) BDL(<0.05) BDL(<0.05)

29 Lead as Pd mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

30 Zinc as Zn mg/l APHA 22nd EDN -3111 B 5 0.12 0.20 0.08

31 Total Chromium as Cr mg/l APHA 22nd EDN -3113 B 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03)

32 Nickel mg/l APHA 22nd EDN -3113 B 0.02 BDL(<0.02) BDL(<0.02) BDL(<0.02)

33 Aluminium as Al mg/l APHA 22nd EDN -3500-Al-B 2012 0.03 BDL(<0.03) BDL(<0.03) BDL(<0.03)

34 Pesticides µg/l USEPA 525.2 Absent Absent Absent Absent

S.

No

Parameters

Unit

Test method

0Limit as per IS 10500: 2012

GW4

GW5

GW6

1 Temperature C --- Not Specified 26 25.7 26.6

2 Colour Hazen APHA 22nd EDITION 5 <1 <1 <1

3 Odour - APHA 22nd EDITION Agreeable No Odour Observed

No Odour Observed

No Odour Observed

4 pH at 25 °C - IS : 3025 Part 11- 1983 (Reaff:2002) 6.5-8.5 7.14 7.80 7.68

5 Conductivity at 25 °C μS/cm IS : 3025 Part 14- 1984 (Reaff:2002) Not Specified 573 556 651

6 Turbidity NTU IS : 3025 Part 10-1984 (Reaff: 2002) 0.2 0.3 0.6 0.8


71

7 Total dissolved solids mg/l IS : 3025 Part 15-1984 (Reaff: 2003) 500 440 364 468

8 Total Hardness as CaCO3 mg/l IS : 3025 Part 21-1983 (Reaff: 1998) 200 289 271 280

9 Total Alkalinity as CaCO3 mg/l IS : 3025 Part 23-1986(Reaff:2003) 200 239 154 256

10 Chloride as Cl- mg/l IS : 3025 Part 32-1988 (Reaff: 2003) 250 164 155 172

11 Sulphate as SO4 mg/l APHA 22nd EDI-4500- SO42- E 200 95 82 85

12 Fluoride as F mg/l APHA 22nd EDI-4500-F B&D 1 0.3 0.5 0.4

13 Nitrate as NO3 mg/l APHA 22ndEDI-4500- NO3- B 45 36 40 41

14 Ammonia as NH3 mg/l APHA 22nd EDI-4500- NH3 B&C Not Specified BDL(<0.05) BDL (<0.05) BDL(<0.05)

15 Phosphate as PO4 mg/l IS : 3025 Part 31 1988(Reaff:2002) Not Specified 0.04 0.5 0.07

16 Sodium as Na mg/l IS : 3025 Part 45-1993 (Reaff:2003) Not Specified 63 55 62

17 Potassium as K mg/l IS : 3025 Part 45 -1993 (Reaff:2003) Not Specified 1.5 2.6 1.3

18 Calcium as Ca mg/l IS : 3025 Part 40-1991 (Reaff:2003) 75 74.3 55 66

19 Magnesium as Mg mg/l APHA 22nd EDITION 30 27.6 28.3 24.8

20 Iron as Fe mg/l IS : 3025 Part 53-2003 0.30 0.08 0.08 BDL(<0.05)

21 Manganese as Mn mg/l APHA 22nd EDN -3500-Mn D 0.1 BDL(<0.05) BDL(<0.05) BDL(<0.05)

22 Phenolic compounds as C6H5OH

mg/l APHA 22nd EDN 5530 B,C,D 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001)

23 Copper as Cu mg/l IS:3025 Part 42 (Reaff:2003) 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03)

24 Mercury as Hg mg/l APHA 22nd EDN -3112B 0.001 BDL(<0.001) BDL(<0.001) BDL(<0.001)

25 Cadmium as Cd mg/l APHA 22nd EDN -3113 B 0.003 BDL(<0.001) BDL(<0.001) BDL(<0.001)

26 Selenium as Se mg/l APHA 22nd EDN -3113B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

27 Total Arsenic as As mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

28 Cyanide as CN mg/l APHA 22nd EDN -4500-CN E 0.05 BDL(<0.05) BDL(<0.05) BDL(<0.05)

29 Lead as Pd mg/l APHA 22nd EDN -3113 B 0.01 BDL(<0.01) BDL(<0.01) BDL(<0.01)

30 Zinc as Zn mg/l APHA 22nd EDN -3111 B 5 0.11 0.24 0.06


72

31 Total Chromium as Cr mg/l APHA 22nd EDN -3113 B 0.05 BDL(<0.03) BDL(<0.03) BDL(<0.03)

32 Nickel mg/l APHA 22nd EDN -3113 B 0.02 BDL(<0.02) BDL(<0.02) BDL(<0.02)

33 Aluminium as Al mg/l APHA 22nd EDN -3500-Al-B 2012 0.03 BDL(<0.03) BDL(<0.03) BDL(<0.03)

34 Pesticides µg/l USEPA 525.2 Absent Absent Absent Absent


73

S. No Parameters Unit Test method SW1 SW2

1 Temperature C APHA 22nd EDITION 25.6 25.3

2 Colour Hazen APHA 22nd EDITION <1 <1

3 Odour - APHA 22nd EDITION Odour Observed Odour Observed

4 pH at 25°C - IS : 3025 Part 11- 1983 (Reaff: 2002) 7.55 7.63

5 Electrical Conductivity μS/cm IS : 3025 Part 14- 1984 (Reaff: 2002) 510 633

6 Turbidity NTU IS : 3025 Part 10-1984 (Reaff: 2002) 2.1 3.3

7 Total Dissolved Solids mg/l IS : 3025 Part 16-1984 (Reaff: 2003) 578 456

8 Total Hardness as CaCO3 mg/l IS : 3025 Part 21-1983 (Reaff: 1998) 265 271

9 Total Alkalinity as CaCO3 mg/l IS : 3025 Part 23- 1986(Reaff: 2003) 225 110

10 Chloride as Cl mg/l IS : 3025 Part 32-1988 (Reaff: 2003) 85 80

11 Sulphate as SO4 mg/l APHA 22nd EDN-4500- SO42- E 15 20

12 Fluoride as F mg/l APHA 22nd EDN-4500-F B&D 0.2 0.5

13 Nitrate as NO3 mg/l APHA 22nd EDN-4500- NO3- B 1.6 2.4

14 Ammonia as NH3 mg/l APHA 22nd EDN-4500- NH3 B&C 0.37 0.53

15 Phosphate as PO4 mg/l IS : 3025 Part 31-1988 (Reaff: 2002) 0.14 0.18

16 Sodium as Na mg/l IS : 3025 Part 45-1993 (Reaff: 2003) 64 69

17 Potassium as K mg/l IS : 3025 Part 45-1993 (Reaff: 2003) 1.5 1.7

18 Calcium as Ca mg/l IS : 3025 Part 40-1991 (Reaff: 2003) 22 25

19 Magnesium as Mg mg/l APHA 22nd EDITION 13.7 17.3

20 Iron as Fe mg/l IS : 3025 Part 53-2003 0.36 0.55

21 Dissolved Oxygen as O2 mg/l IS:3025:Part-38:1989(Reaff: 2003) 6.8 6.6

22 Chemical Oxygen Demand mg/l IS:3025:Part-58:2006 16 18


74

23 Bio-Chemical Oxygen Demand at 27°C for 3 days

mg/l IS:3025:Part-44:1993(Reaff: 2003) 3.1 3.7

24 Manganese as Mn mg/l APHA 22nd EDN -3500-Mn D 0.02 0.04

25 Phenolic compounds as C6H5OH mg/l APHA 22nd EDN 5530 B,C,D BDL(<0.001) BDL(<0.001)

26 Copper as Cu mg/l IS:3025 Part 42 (Reaff:2003) BDL(<0.03) BDL(<0.03)

27 Mercury as Hg mg/l APHA 22nd EDN -3112B BDL(<0.001) BDL(<0.001)

28 Cadmium as Cd mg/l APHA 22nd EDN -3113 B BDL(<0.001) BDL(<0.001)

29 Selenium as Se mg/l APHA 22nd EDN -3113B BDL(<0.01) BDL(<0.01)

30 Total Arsenic as As mg/l APHA 22nd EDN -3113 B BDL(<0.01) BDL(<0.01)

31 Cyanide as CN mg/l APHA 22nd EDN -4500-CN E BDL(<0.05) BDL(<0.05)

32 Lead as Pd mg/l APHA 22nd EDN -3113 B BDL(<0.01) BDL(<0.01)

33 Zinc as Zn mg/l APHA 22nd EDN -3111 B 0.52 0.49

34 Total Chromium as Cr mg/l APHA 22nd EDN -3113 B BDL(<0.03) BDL(<0.03)

35 Nickel mg/l APHA 22nd EDN -3113 B BDL(<0.02) BDL(<0.02)

36 Pesticides µg/l USEPA 525.2 Absent Absent

37 Total Coliform MPN/ 100ml

IS – 1622 (1981) (Reaff – 2014) 260 250

38 Faecal Coliform MPN/ 100ml

IS – 1622 (1981)(Reaff – 2014) 90 120


75

Figure 3.7: Photographs for surface and ground water sampling

3.7 SOIL ENVIRONMENT

3.7.1 GEOLOGY& MINERALS

Hisar, the west central most district of Haryana State with a total geographical area of 3983.00

sq. km is lies between the North latitudes 28o 56’00”: 29o 38’30” and East longitudes 75o

21’12”: 76o 18’12”. The district is under control of Hisar division and administratively divided

into nine community development blocks namely Agroha, Adampur, Barwala, Bass (Hansi-II),

Hansi-I, Hisar-I, Hisar-II, Narnaund, and Uklana Mandi. The district has 05 towns namely Hisar,

Hansi, Narnaund, Barwala and Uklana and 269 villages. The district area falls in Yamuna sub-

basin of Ganga basin. There is no natural drainage in the district area. However, the area is

drained by network of canals and the artificial drains (field drains/channels). These artificial

drains are mainly confined in Bass, Hansi-I, Narnaund and Barwala blocks. There are a total of

39 drains existing in the area, which run for a distance of 126.25 km.


76

Indo-Gangetic alluvial plains of the area are formed by the deposition of alluvial sediments

between shivaliks and aravallis and forms a part of great indo-gangetic plains. They consist of

sand, silts, clays and occaisional gravel beds. Wind blown sand deposits are found in the form as

sandy plans and sand over alluvial deposits in parts of the study area. The area as a whole is

almost flat alluvial plain dotted with sand hummocks and sand dunes. The study area is not rich

in mineral deposit. The general altitude of the area varies from 210m to 218m MSL and having

a gentle slope towards south-westerly direction.

The area is irrigated by shallow tubewells and network of Bhakra Canal Systems and Western

Yamuna Canal Systems. The main canals are the Fatehabad branch of Bhakra Canal, Barwala

Branch, Balsamandh and Pabra Sub-branch of Barwala Link and Sirsa branch from Bhakra Main

Line, Hisar major distributary and Deosar feeder of Western Yamuna canal System through

Hansi branch. Canals are irrigating about 76.83 % (209000 ha) of the area, 23.17 % (63000 ha) is

irrigated by ground water. There are sand dunes in canal command area, over which rain fed

crops are grown. A total of 269 villages of the district come under Canal Irrigation System. The

district has been covered under Hydrogeological Studies and Geophysical Surveys (Hansi, Bass

& Narnaund blocks) by the Central Ground Water Board. Besides, Ground Water Exploration

has also been carried out at 11 sites including 02 slim holes and 15 piezometers.

Hydrogeology

The geological formations met within the district comprised unconsolidated alluvial deposits of

Quaternary age. The Central Ground Water Board has drilled 11 Exploratory Wells including 02

slim holes (Rajthal and Bhatla) in the depth range of 152 m to 310 m. and 15 piezometers.

Drilling has revealed the presence of 4 to 5 tier of aquifer groups down to the drilled depth in

the northern half of the district whereas 2 to 3 tier of aquifer group in the southern half of the

district. No exploratory well could be converted into production well either because of

insufficient granular zones or bad quality of ground water. It is also inferred that the clay group

of formations dominate over the sand group. The bed-rock has been touched in boreholes

drilled in south and south western part of the district and comprises of Granite and Mica Schists

of Pre-cambrian age. The thickness of alluvium varies from 228 (Dhiranwas, BlockHisar-II) to


77

310 m (Madha, Block Narnaund) and the thickness increases towards north – east part of the

district.

The alluvium forms the principal ground water reservoir and the principal aquifer material

constitutes fine to medium grained sand and sand mixed with silt and kankar. The depth to

water level varies from 1.53 m to 19.25 m bgl during pre monsoon period and 0.43 m to 18.30

mbgl during post monsoon period. The deeper water level has been recorded in south western

part in Adampur, where it rests between 10 and 15 m bgl and spread over 935.5 sq km (23.48

%) in southern and north central part of the district covering part of Hisar-II, Agroha, Uklana,

and Barwala blocks;. The water level in the depth range of 5 m to 10 m bgl spreads over large

area, which is worked out to be 2046 sq km (51.36 %) in Hisar, Hansi, Narnaund and parts of

Barwala and Uklana blocks. The water level in the depth range of less than 5 m bgl spreads over

to be 678 sq km (17.02 %) as compared to the other depth ranges.


78

Figure 3.8: Drainage Map of Project Site

SOIL

Soil of the area is loamy and sandy. The soil of the study area vary from light pale brown to

yellowish brown having an ochricepiedon and surface soil are light textures than the subsoil.

3.7.2 SOIL ANALYSIS

The present study of the soiltively quality establishes the baseline characteristics and this will

help in future in identifying the incremental concentrations if any, due to the operation of the

proposed Project. The sampling locations have been identified with the following objectives;

To determine the baseline soil characteristics of the study area and

To determine the impact of proposed project on soil characteristics


79

Five locations within the study area were selected for soil sampling. At each location, soil

samples were collected from three different depths viz., 30 cm, 60 cm and 100 cm below the

surface. The samples were analyzed for physical and chemical characteristics. The details of the

soil sampling location are presented in Table 3.12 and shown in Figure 3.9. The results are

presented in Table 3.13 and compared with Standard Soil Classification presented in Table 3.14.

Table3.12: Soil Sampling Locations

Figure 3.9: Sampling locations of Soil Quality Monitoring for HPCL Hisar.

Sr. No.

Sampling Location

HPCL Hisar

Direction Dist. (Km)

Latitude Longitude

1 S1 Premises of project site - -

2 S2 Gurana W 6.81 29°17'26.68"N 75°57'15.82"E

3 S3 Sarsana N 7.51 29°21'43.81"N 76° 1'40.97"E

4 S4 KheriJalab NE 6.90 29°19'36.81"N 76° 5'54.56"E

5 S5 LohariRagho SE 5.16 29°15'38.67"N 76° 3'36.39"E

6 S6 Datta SSW 3.98 29°15'52.61"N 76° 0'11.17"E

7 S7 Dhadgano NW 4.50 29°19'15.82"N 75°59'18.85"E

8 S8 ShalaDheri SSE 7.79 29°13'40.03"N 76° 2'36.41"E


80

3.7.3 PRESENTATION OF RESULTS

The results of the soil analysis are tabulated in Table 3.13.and photographs for soil monitoring

shown in figure 3.10 .Standard soil classification is given in Table 3.14.


81

Table 3.13: Soil Quality Results

S. No Parameters S1 S2 S3 S4

S5

S6 S7 S8

1 pH 6.75 6.21 7.47 6.75 6.20 6.72 7.43 6.48

2 Bulk Density, g/cc 1.42 1.43 1.23 1.29 1.44 1.36 1.41 1.34

3 Electrical conductivity, μmhos/cm

361 373 364 305 370 298 355 340

4 Available Nitrogen, kg/ha 193 214 187 194 220 196 221 230

5 Available Phosphorous, kg/ha 14.5 13.6 10.9 12.7 18.5 17.8 15.8 14.3

6 Available Potassium, kg/ha 202 223 195 208 234 198 205 221

7 Exchangeable Calcium as Ca,m.eq / 100g 9.23 10.6 12.06 7.73 8.23 9.8 7.78 8.9

8 Exchangeable Magnesium as Mg, m.eq/100g 3.25 4.28 3.84 2.54 2.81 4.30 3.26 4.53

9 Exchangeable Sodium as Na, m.eq / 100g 0.64 0.69 0.72 0.85 0.63 0.75 0.66 0.78

10 Organic Matter (%) 1.74 1.21 1.56 1.05 1.34 1.25 1.55 1.10

11 Texture Classification loamy loamy loamy loamy loamy loamy loamy loamy

12 Sand (%) 35.2 39 50.2 37 33.9 39.2 33.2 43.2

13 Clay (%) 26.7 10.8 19.8 24.1 14.2 28.6 21.2 16.1

14 Silt (%) 34.3 40.2 24 29.9 50.2 30.2 42.6 37.9


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Table3.14: Standard Soil Classification

Chemical Parameters

Ranking

Very Low Low Moderate High Very High

pH <4, very Strongly

Acidic

4-5, Strongly Acidic

5-8, Ideal for Plant Growth

8-9 Strongly Basic

>9 Very Strongly Basic

Electrical conductivity

(μS/cm)

<2000, Nonsaline

2000-4000 Saline

4000-8000 Moderately

Saline

8000-16000 Highly Saline

>16000 Extremely

Saline

Total Nitrogen (%)

<0.05 Very Low

0.05-0.15 Low

0.15-0.25 Moderate

0.25-0.5 High >0.5

Very High

Total Phosphorous

(mg/kg)

<5 Very Low

5-10 Low

10-30 Moderate

30-60 High >60 Very

High

Sodium (mg/kg)

- <200 Non

Sodic 200-500

Moderate >500 Sodic

Potassium (mg/kg)

- <150 Low 150-250

Moderate 250-800 High

>800 Very High

Calcium (mg/kg)

- <1000 Low

1000-2000 Moderate

>2000 High -

Magnesium (mg/kg)

<40 Very Low 40-100

Low 100-300

Moderate >300 High -

% Organic Matter

0.5-1.0 Very Low

1.0-2.0 Low

2.0-3.0 Moderate

3.0-5.0 High >5

Very High

Figure 3.10: Photographs for soil monitoring


83

3.8 ECOLOGICAL ENVIRONMENT

Flora is basically the plant and fauna the animal life that are present in a particular region or

habitat or at a particular time. Flora and fauna forms a major part of biodiversity. In the last few

decades we saw a steady increase in the extinction rate of flora and fauna. Therefore,

conservation of biological biodiversity is of paramount importance to the survival of man and to

preserve the continuity of food chains. Biodiversity sustains human livelihoods and life itself.

Study of biological environment is one of the most important aspects in EIA in view of the need

for conservation of environmental quality and biodiversity. Biodiversity makes up the structure

of the ecosystems and habitats that support essential living resources, including wildlife,

fisheries and forests. It helps to provide basic human needs such as food, shelter and medicine.

It composes ecosystems that maintain oxygen in the air, enrich the soil, purify the water,

protect against flood, storm damage and also regulate climate. Biodiversity is an important

characteristic which is considered to be insurance for the survival of human race on the earth.

Biodiversity conservation serves as an insurance policy for the future. Higher biodiversity

ensures rich gean pool, which provides stability of different ecosystems and valuable resource

to fulfill the basic requirements of human being.

3.8.1 OBJECTIVES OF ECOLOGICAL STUDY The objective of the study was to assess the vegetation types, identify the flora and fauna, rare

and endangered species (if any) and assess the impact of the proposed project activities on

these biodiversity. Prepare a comprehensive conservation plan for the endangered / endemic /

economically important biotic species found in the study area.

3.8.2 ECOLOGICAL SENSITIVE AREAS

No National Park, Wildlife Sanctuary, Biosphere Reserve, Reserved/Protected Forest exist within

10 km radius of the plant site.

3.8.3 CROPPING PATTERN

The major crops wheat, paddy and sugarcane are growing in study area. The higher productivity

crops are Cereal, Potato and sugarcane.


84

3.8.4 METHODOLOGY

Flora

Vegetation and plant species composition observed and documented during field visit in and

around the project in the winter season. Besides primary surveys in the project sites, published

literature and various floras were consulted to prepare an inventory of plant species growing at

project sites. The vegetation of the study area is highly degraded. The study was aimed at

enumeration of the available plant resources and obtaining a broad representation of the

existing floristic variations in the proposed project area and surrounding the areas. The plant

diversity is classified into various plant groups such as tree, shrubs, herbs, climbers, sedges and

grasses. The plant diversity survey in the project area was undertaken during the winter season

with the objectives of preparing a checklist of flora in the study area.

Fauna

All the species of birds were observed through a binocular and identified with the help of field

guides and photographs. For sampling animals, ‘direct count on open width (20m) transect’ was

used. Information pertaining to the existence of migratory corridors and breeding habitats of

endangered and threatened fauna were assessed based on the information provided by the

local inhabitants and forest department personnel. The conservation status of each faunal

species recorded from the project areas were ascertained as per schedules of Indian wildlife

(protection) Act, 1972 and IUCN -Red Data Book (RDB).

Phytoplankton

Few horizontal hauls were made to collect plankton samples using plankton nets with a mesh

size of 50μm and 120 μm. Samples were immediately transported to the laboratory and

preserved using 40% formalin. After thoroughly shaking the concentrate sample, an aliquote

sub-sample (1 ml), was transferred on to a microscopic slide examined. On an average, five

such replicates were taken and the results computed for 1 ml of the concentrated sediment

samples and identified using Edmondson (1959), Anand (1988).

Zooplankton

For the qualitative and quantitative analysis of zooplankton, an aliquote sub sample (2 ml)

was taken from the concentrated sample, after thoroughly shaking and ensuring uniform


85

Distribution of the plankton, were qualitatively enumerated. Five such enumerations

weremade and averages calculated for 1 ml of each sample (Battish 1992).

Floral Diversity

The structure and type of vegetation depends on climatic conditions and physiographic as well

as on the requirement of the local inhabitants of the area. Buffer zone is dominated by

agricultural activities and rural and industries are also in existence. The list plant species has

been given in the Table 3.15. According to Botanical Survey of India, none of the species of

floral recorded in any threatened status in study area. There is no National Park, Wildlife

Sanctuary, Biosphere Reserve, Wildlife Corridor, and Tiger/Elephant Reserve within 10 km

radius area from the proposed project site.

Table 3.15: Plant species recorded in the core and buffer zones

Sr.no. Scientific name Common name Family

1 Acacia nilotica Kikar Mimosaceae

2 Cordiadichotoma Lasora Boraginaceae

3 Cordiamyxa ChotaLasora Boraginaceae

4 Anthocephaluscadamba Kadamb Rubiaceae

5 Azadirachtaindica Neem Meliaceae

6 Acacia senegal Kumat Mimosaceae

7 Acacia leucophloea Safed babul Mimosaceae

8 Albizialebbeck Kala Siras Mimosaceae

9 Albiziaprocera SafedSiris Mimosaceae

10 Buteamonosperma Dhaak Fabaceae

11 Cassia fistula Amaltas Caesalpiniaceae

12 Crataevaadansonii Barna Capparaceae

13 Ficusglomerata Gular Moraceae

14 Prosopis cineraria Khejri Mimosaceae

15 Ficusreligiosa Peepal Moraceae

16 Leucaenaleucocephala Subabool Fabaceae

17 Tamarixarticulata Farash Tamariscineae

18 Morusindica Shahtut Moraceae

19 Tectonagrandis Sagon Verbenaceae

20 Meliaazedarach Bakain Meliaceae

21 Delonixregia Gulmoha Caesalpiniaceae


86

22 Eucalyptus hybrid Eucalyptus Myrtaceae

23 Ficusbenghalensis Barh Moraceae

24 Moringaoleifera Saijan Moringaceae

25 Prosopisjuliflora paharikikar Mimosaceae

26 Saracaindica Sitaashok

Leguminosae

27 Tamarindusindica Imli Caesalpiniacae

28 Psidiumguajava Amrud Myrtaceae

29 Zizyphusmauritiana Ber Rhamnaceae

Shrubs

1 Acacia jacquemontii Babool Fabaceae

2 Thevetiaperuviana PiliKanee Apocynaceae

3 Ricinuscommunis Arand Euphorbiaceae

4 Punicagranatum Anar Punicaceae

5 Polyalthialongifolia Druping Ashok Annonaceae

6 Papaya coorge Papeeta Caricaceae

7 Musa sapientum Kela Musaceae

8 Phoenix acaulis Dwarf Date Palm Palmae

9 Hibiscus rosa-sinensis Gudha Malvaceae

10 Citrus medica Neebu Rutaceae

11 Aloe vera Gwarpatha Xanthorrhoeaceae

Herbs & Grasses

1 AdhatodaVasica Bansa Acanthaceae

2 Andrographispaniculata Kalmegh Acanthaceae

3 Citrulluscolocynthis Indirain Cucurbitaceae

4 Daturastramonium Dhatura Solanaceae

5 Cannabis sativa Bhang Cannabaceae

6 Saccharumbengalense Kana Poaceae

7 Oscimumbasilicum Kali Tulsi Lamiaceae

8 Catharanthusroseus Sadabahar Apocynacae

It is also observed that, Wasteland has developed in the area where the soil conditions are poor

and under high biotic pressure. Places where soil conditions are not appropriate to support

plant growth are commonly seen in the area. All such areas are either without any vegetation


87

or are covered with species like Lantana sp., Calotropissp, Croton sp, Zyziphus sp., Leonotis sp.,

Xanthium straumariumetc.

3.8.5 IMPORTANT FLORA OF THE STUDY AREA

Agricultural crops: The project area is predominantly double crop agriculture land. The major

crops grown are Wheat, Cotton, Paddy, Guar, Sugarcane, Bajra and Gram. The other crops

grown are oilseeds and pulses. Buffalo is the main milk animal followed by cow, sheep and

goat. Horticultural and vegetable crops are cultivated in scattered form meant for home

consumption. The trees commonly grown are mostly of economic importance. Among the fruit

trees, which are common are Mango, Guava, Ber, Neebu, Banana, Papaya, etc. Among the non-

fruit trees the common ones are Neem, teak etc.

Medicinal plant species: The nearby area is also endowed with the several medicinal plants

which are commonly available in the shrub forest and waste lands. The common medicinal

plants of the region are Asparagus racemosus(Shatawar), Andrographispaniculata(Kalmegh),

Aloe vera, Calotropisprocera(Ak), Azadirachtaindica(Neem) etc.

Rare and endangered floral species: During the vegetation survey in the study area did not

encounter any such species which are endangered or threatened under IUCN (International

Union for Conservation of Nature and Natural resources) guidelines.

The list of fauna species found in the study area is mentioned in Table 3.16. The tree lizard and common

garden lizards are also seen. Variety of butterflies (like common grass yellow, common jezebel) and

insects (such as beetles, spiders, red ants, and flies) are spotted in abundance in the study zone.

Table 3.16: list of fauna species

Sl.No Scientific name English Name

1 Boselaphustragocamelus Blue Bull

2 Felischaus Jungle Cat

3 Canisaureus Indian Jackal


88

4 Funambuluspennanti Common five Stripped Squirrel

5 Herpestesedwardsi Common Mongoose

6 Hystrixindica Indian Porcupine

7 Macacamulatta Rhesus Monkey

8 Presbytis entellus

Common Langur

9 Musmusculus Common mouse

Birds

1 Acridotheresfuscus Jungle Myna

2 Bubulcus ibis Cattle egret

3 Corvussplendens House crow

4 Centropussinensis

Greater coucal

5 Columba livia Blue rock pigeon

6 Copsychussaularis

Indian magpie robin

7 Dicrurusadsimilis Black Drongo

8 Alcedoatthis Common kingfisher

9 Corvusmacrorhynchos Jungle Crow

10 Gallus gallus Red Jungle Fowl

11 Grusgrus Common crane

12 Lonchurapunctulata Indian spotted munia

13 Treronphoenicoptera Common Green Pigeon

14 Vanellusindicus Red-wattled lapwing

15 Turdoidescaudatus Common Babbler

16 Mycterialeucocephala Painted Stork

Reptiles

1 Calotesversicolor Common Garden Lizard

2 Lampropholisguichenoti Common Skink


89

3 Ptyas mucosa Yellow rat snake

4 Typhlinabramina Blind Snake

5 Uromastyxhardwickii Sanda

Amphibians 1 Ranatigrina

Common yellow frog

2 Ranabreviceps

Indian burrowing frog

Livestock like cattle, buffalo, goat, poultry, and duck are reared for dairy products, meat, and

egg and for agriculture purpose. Majority of cattle and buffalo are of local variety. Backyard

poultry farms are mostly common in this area. Due to biotic pressure in the region and near the

project site, the only animals found are few rodents, reptiles and birds.

The detailed interpretation of flora and fauna identified within 10 km radius of the project site

are tabulated In Table3.17

Table 3.17 :Interpretation of flora and fauna identified within 10 km radius

3.8.6 RARE OR ENDANGERED SPECIES As per information obtained from Forest Department, no rare or endangered species of flora or

fauna is found in the study area

Sl. No. Type of Species Core zone

Flora

1 Endangered species None of the species found

2 Endemic species None of the species found

3 Grass lands No grass lands

Fauna

1 Endangered species None

2 Endemic Species Not present


90

3.8.7 ENVIRONMENTAL PROTECTED AREA There is no wildlife sanctuary, national park or eco-sensitive area within 10 km radius study

area. Forest areas are also located with 10 km radius study area.

3.9 Socio-economic Environment

Major developmental activities in industrial sector are required for economic development as

well as creation of employment opportunities (direct / indirect) and to meet the basic / modern

needs of the society, which ultimately results in overall improvement of quality of life through

economical, health, education nutrition status in project region, state as well as the country.

The proposed project is also expected to generate/discharge different types of pollutants in the

surrounding environment. They may cause natural resource degradation, ecological and human

health risks, unless the development is planned properly and implemented in an

environmentally sustainable manner through implementation of pollution prevention,

mitigation and control measures. In this manner all developmental projects have direct as well

as indirect relationship with socioeconomic aspect, which also include public acceptability for

new developmental projects. Thus, the study of socio-economic component incorporating

various facets related to prevailing social and cultural conditions and economic status of the

project region is an important part of EIA study. The study of socio-economic component

incorporating various facts related to socio-economic condition in the area is an integral part of

EIA process. This includes demographic structure, population dynamics, infrastructure

resources, health status of the community and economic attributes refers to employment,

industrial development and sustainability of the project in view of financial terms.


91

3.9.1: BASELINE STATUS

DEMOGRAPHIC STRUCTURE

The demographic structure of the study area was derived primarily from data of Census record of Haryana State covering three

Taluka And one district The Demographic structures of each village in the study area as per Census 2011 are presented in Table 3.18

Summary of demographic structure is presented in Table 3.19

Table 3.18: Demographic Structure of Each Village in the Study Area

Sr. No

Villages

Area in Hectar

es

House Hold

Population

SC

ST

Literates

Main

Worker

Margin

al Worke

r

Non

Worker

TP

M

F

TL

M

F

Hansi (Hisar) 1 Data 2723 1724 9539 5111 4428 2299 0 5133 3171 1962 3169 1327 5043 2 Gurana 2884 1389 7691 4119 3572 1936 0 4402 2709 1693 2308 237 5146 3 Khanpur 1148 534 2824 1517 1307 634 0 1652 1034 618 1258 269 1297 4 Sindhar 820 421 2288 1222 1066 803 0 1322 841 481 438 308 1542 5 Masoodpur 2613 1515 7980 4332 3648 2135 0 4197 2580 1617 3584 680 3716 6 Tharwa 658 11 54 27 27 0 0 25 14 11 21 9 24 Total 10846 5594 30376 16328 14048 7807 0 16731 10349 6382 10778 2830 16768 Hissar (Hisar) 7 Badhawar 1735 1333 7495 4007 3488 1505 0 4320 2629 1691 2379 1328 3788 8 Dhadh 930 560 3001 1635 1366 496 0 1691 1086 605 1108 257 1636 9 BayanaKhera 1261 692 3965 2130 1835 731 0 2289 1418 871 1491 161 2313 10 Panhari 1366 844 4459 2387 2072 1094 0 2589 1628 961 1299 395 2765 11 Gianpura 685 308 1770 911 859 326 0 1001 613 388 40 990 740 12 Kharak 2322 1313 7286 3891 3395 1863 0 4173 2592 1581 2584 583 4119 13 Sarsana 840 338 1837 980 857 272 0 1081 664 417 883 8 946


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Source: Census 2011 Hisar-District, State- Haryana; (* Total area is according to 2011 V.D)

14 BhadaKhera 259 169 988 520 468 57 0 615 378 237 428 40 520 15 Sotha 495 334 1716 945 771 38 0 1077 700 377 495 97 1124 16 Banbhori 1310 784 4407 2339 2068 1310 0 2428 1452 976 1224 523 2660

Total 11203 6675 36924 19745 17179 7692 0 21264 13160 8104 11931 4382 20611 Narnaund

17 KheriLochap 853 329 1833 969 864 761 0 1085 660 425 878 39 916 18 KheriJalib 1444 1073 5820 3132 2688 1331 0 3288 2059 1229 1963 1224 2633 19 Haibatpur 710 562 2901 1561 1340 826 0 1634 1031 603 773 954 1174 20 Gamra 598 590 3058 1605 1453 823 0 1774 1070 704 823 690 1545 21 RakhiShahpu

r 1165 840 4449 2384 2065 779 0 2604 1612 992 1289 588 2572 22 Moth

KarnailShab 1168 940 4894 2616 2278 1354 0 3028 1858 1170 1213 793 2888 23 LuhariRagho 3174 1269 6728 3609 3119 2487 0 4249 2534 1715 1899 597 4232 24 ShalaDheri 971 56 365 205 160 38 0 174 103 71 175 22 168

Total 10083 5659 30048 16081 13967 8399 0 17836 10927 6909 9013 4907 16128 Grand Total 32132 17928 97348 52154 45194 23898 0 55831 34436 21395 31722 12119 53507


93

Table 3.19:Summary of Demographic Structure in Study Area

Source: Primary Census Abstract– 2011, Hisar District, Haryana

The salient features of Demographic Structure are as follows:

The study area covers one district Hisar in Haryana State, three taluka. Total villages are

24

Total study area consisting of 32132 ha with the population density of 303 person /

km².

Total population in the study region (Census 2011) is worked out as 97348 out of which

52154 are male and 45194 female.

Out of the total population, Scheduled Caste is 23898 (24.55%) and no Scheduled Tribe

population in the study area According to 2011 census Hisar district

The literacy rate of the total population is worked out to 55831 (57.35%). Male literacy

34436 (61.68%), and female literacy is 21395 (38.32%)

Sr.No Demographic Parameters

District Details 10 km Radius Area Details

1 Name of States Haryana

2 Name of District Hisar

3 No. of Tehsil Three

4 No. of Total Villages 24

5 Total No. of Households 17928

6 Total Population 97348

7 Density of Population (km2) 303

8 Sex ratio (N0. of female\ 1000 males)

867

9 Scheduled castes 23898 (24.55%)

10 Scheduled Tribe 0 (0%)

11 Literate 55831 (57.35%)

12 Main Worker 31722 (32.59%)

13 Marginal Worker 12119 (12.45%)

14 Non Worker 53507 (50.80%)


94

The total population of main worker, marginal worker and non-worker category are

31722 (32.59%), 12119 (12.45%) and 53507 (54.96%) respectively.

The majority pattern of the cultivator worker and agricultural workers is 18806

(59.28%) and is 7205 (22.71%). There are 5320 (16.77%) and 391 (1.23%) as other

worker and household worker:

Sex ratio (number of females per thousand of males) in the region is recorded 867

indicating male population is marginally higher in the region as compared with the

female.

Total Child population in the study region (Census 2011) is worked out as 12349

(12.69%) out of which 6656 (53.90%) are boys and 5693 (46.10%) girls.

3.9.2: Infrastructure Resources:

District Hisar is under the developmental process. The infrastructure resources in the study

area with reference to education, medical facility, water supply, post and telegraph,

transportation and communication and power supply are satisfactory. The details of

infrastructure resources have been abstracted from housing, household amenities and assets

VD 2011 of Hisar District (Haryana). The description of infrastructure resources attributes are:

Education:All villages in the study area have education facilities such as primary school with

reasonably good facilities. Due to better transport from villages to nearby taluka place and

district place Hisar. Students have opportunity to travel for better education.

Public Health Services: Almost villages in the study area are having medical facilities. While

conducting surveys, out of this area some villages Health facility and other villages having

private clinic, for better medical treatment, the people move to nearby town and district please

Hisar where medical facilities are available.

Drinking Water: In surveyed all villages, it was found that people are using tank ,well tube well,

hand pump water for drinking purposes; however, pond water also used of other purpose.

There is no drinking water problem.


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Power Supply: Electricity is available in all the surveyed villages. During the survey it was found

that there is frequent load shedding. All purpose is using Electricity facility in the study area.

Electricity use in the study area is all purposes

Communication and Transportation: All villages having good road facility in the study area.

It was observed that bus services are limited and primarily buses run in the whole day, on

highway. Regular local transport facility is available in the villages, like auto rickshaw. All

villages having good road facility in the study area. Some villages are having sub post office

facilities, and all villages having phone facility.

Road Approach: All villages are having road, approach routes either paved road, mud road or

foot path Hisar is well-connected by roads with the rest of Haryanastate. State Highway no. 10

away 5.1 km from project site.

Banks: All centralized bank in Taluka place and district place Hisar. People are using bank facility

for saving money.

Gram Panchayat: The gram panchayat, PanchayatSamiti and ZilaParishad are the three

responsible functionaries in the decentralization of administration, which are entrusted with

the implementation of developmental schemes in the state for five-year plans and to provide

for decentralization of powers and functions under certain enactments was passed in 1961

3.9.3: Economic Attributes:

The classification of workers is related with their occupation. Economic resource based of any

region mainly depends upon its economically active group i.e. the working population involved

in productive work. Work may be defined as participation in any economically productive

activity. Such participation may be physical or mental in nature. Work involves not actual work

but also effective supervision and direction of work. It also includes unpaid work on farm or in

family enterprise. There are different types of workers that may be classified as under with

main workers employment pattern given in Table 3.20.


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Table 3.20 : Main Worker Employment Pattern

Sr. No.

Villages Main Cultivator

Main Agriculture

Main Household

Main Other Worker

Hansi

1. Data 1903 984 79 203

2. Gurana 1290 668 24 326

3. Khanpur 696 194 53 315

4. Sindhar 297 36 7 98

5. Masoodpur 2247 1041 23 273

6. Tharwa 18 0 3 0

Total 6451 2923 189 1215

Hissar

7. Badhawar 1331 557 7 484

8. Dhadh 644 344 3 117

9. BayanaKhera 1033 239 31 188

10. Panhari 639 198 14 448

11. Gianpura 1 2 0 37

12. Kharak 1709 364 20 491

13. Sarsana 606 174 5 98

14. BhadaKhera 368 11 18 31

15. Sotha 377 60 4 54

16. Banbhori 519 320 18 367

Total 7227 2269 120 2315

Narnaund

17. KheriLochap 455 273 9 141

18. KheriJalib 1673 70 27 193

19. Haibatpur 470 148 5 150

20. Gamra 576 78 3 166

21. RakhiShahpur 659 311 5 314

22. Moth KarnailShab 505 239 11 458

23. LuhariRagho 675 843 18 363

24. ShalaDheri 115 51 4 5

Total 5128 2013 82 1790

Grand Total 18806 7205 391 5320

Source: Census 2011 Hisar -District, State -Haryana

3.9.4: HEALTH STATUS

Health of the people is not only a desirable goal, but it is also an essential investment in human

resources. As per the National Health Policy (1983), Primary Health Care has been accepted as

main instrument for achieving this goal of development and strengthening rural health

infrastructure through a three-tier system, viz., Primary Health Center (PHCs), Sub Centers and

Community Health Center, which have been established as shown below:


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Diarrhea / Cholera, Malaria, eye disease, tuberculosis, respiratory infection, skin disease and

Unhygienic are the general health problems which are attributed due to improper sanitation,

mosquito nuisance and water logging. Malaria is one of the most frequently occurring diseases

and also respiratory infection in the region

3.9.5: CULTURAL AND AESTHETIC ATTRIBUTES

Tourism is an important aspect of human life. It is a part of the service sector of an economy

and is a big source of employment generation and foreign exchange earnings. Tourism has

become a knowledge based industry. Tourism can be for sightseeing, holidaying, education,

business, medical treatment, rejuvenation of mind and body etc. In many countries tourism is

treated as an industry.

3.9.6: SAMPLING METHODOLOGY

A judgmental and purposive sampling method was used for choosing respondents of various

sections of the society i.e. Sarpanch, adult males and females, teachers, medical practitioners,

businessmen, agriculture labourers, unemployed group etc. Judgmental and purposive

sampling method includes the right cases from the total population that helps to fulfill the

purpose of study needs.

3.9.7: DATA COLLECTION METHOD

In order to assess and evaluate the likely impacts arising out of any developmental projects on

socio-economic environment, it is necessary to gauge the apprehensions of the people in the

project area. For the process of data collection through primary and secondary sources certain

methods are used are given below:

3.9.8: FIELD SURVEY AND OBSERVATIONS

Field survey and observations is made at each sampling villages and the quality of life of that

region is studied. Visits are made at hospitals, primary health centres and sub-centres to know

the health status of the region. Various governmental organizations such as statistical

department, department of census operations are visited to collect the population details of

that region.


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3.9.9: INTERVIEW METHOD

Structured interview method is used to collect data regarding the awareness and opinion from

the sample selected of the various socio-economic sections of the community. Structured

interviews involve the use of a set of predetermined questions that includes fixed and

alternative questions. The questionnaire mainly highlights the parameters such as income,

employment and working conditions, housing, food, clothing, water supply, sanitation, health,

energy, transportation and communication, education, environment and pollution to assess the

quality of life of that particular region and general awareness and opinion of the respondents

about the project. Interview method helps to collect more correct and accurate information as

the interviewer is presented during the field survey

Observations during Socio-economic Survey

The salient observations recorded during survey in the study area are:

Every villages having Gram panchayat

Most of the surveyed villages are having Anganwadi facilities.

The survey reported that most of the villages have primary and middle school facility, for

further education student have to go about 10 km away. Maximum educational level of the

study area is up to 10th standard. In the study area observed that most of student choose

English medium for education. For higher & technical education people have to go to

Taluka place and District place. Some school having bus facility.

Communication facilities are very good; people are using mobile cell phone. Dish TV are

also available in the study area.

A road approach is mainly pakka road. Road construction is very good. Each and every

village connects to the pakka (main) road. For travelling purpose government bus service

and other private sources are available for villagers in this region.

Bore well, tank water, well and hand pump are the main source of drinking water supply in

the region. There is no drinking water problem.


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Sanitation facilities are good condition. 80% villagers are using toilets. Some of the villages

having proper gutter line for waste water disposal.

Health condition of villagers is good in this area; villagers are satisfied with the health

centers because they are getting proper treatment from Government Hospitals. Private

clinics are also available in study area.

Electricity is available in almost all the villages. Most of the villages having irrigation facility

through electricity. Electricity use for all purpose in the study area.

LPG gas and Wood is major fuel for cooking purpose; kerosene is also used in some

villagers.

Most of the people are engaged in agricultural and livestock activities. Farming is the main

occupation, a few respondents have service in government sector and most of respondent

are labor. Some other is trying to migrate in other places. About 70% of residents are

engaged in agriculture. Wheat and rice are the major crops. Haryana is self-sufficient in

food production and the second largest contributor to India's central pool of food grains.

The main crops of Haryana are wheat, rice, sugarcane, cotton, oilseeds, pulses, barley,

maize, and millet. There are two main types of crops in Haryana: Rabi and Kharif. The

major Kharif crops of Haryana are rice, jowar, bajra, maize, cotton, jute, sugarcane, sesame

and groundnut. For these crops the ground is prepared in April and May and the seeds are

sown at the commencement of rains in June. The crops are ready for harvesting by the

beginning of November. The major Rabi crops are wheat, tobacco, pulses, linseed,

rapeseed and mustard. The ground is prepared by the end of October or the beginning of

November and the crops are harvested by March. Qualities of houses are in satisfactory

condition and mostly people have cemented concrete constructed houses but some

villagers are living in poor condition.

Self Help Group (SHG) is actively strong in maximum villages.

Punjabi is the official language but people known Hariyanvi, Hindi, Urdu and English,

because day by day increasing English medium educational facility.


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3.9.10: Awareness and Opinion of People about the Project

An attempt has been made to know the awareness and opinion of the people about

proposed project

Most of villagers are aware about the proposed construction of HPCL’s POL Depot at Datta

village.

The respondents were happy to know about the HPCL POL Depot, Datta and they

responded positively because they feel that there will be increased economic activity in the

area and it may lead to direct and indirect employment or opportunity to provide auxiliary

goods and services. They are not fully aware about whether the new Depot will generate

pollution. Some respondents expected some increase in pollution during construction

stage but did not expect any pollution during operations stage other than movement of

tank trucks.

3.9.11: QUALITY OF LIFE

Standard indicators of the quality of life include not only wealth and employment but also the

built environment, physical and mental health, education, recreation and leisure time, and

social belonging. Quality of life is an important concept in the field of international

development, since it allows development to be analyzed on a measure broader than standard

of living.

In this area living standard of life is good, all are the facilities is good and satisfactory level due

to good economic status like income, employment, educational facilities and also availability of

basic needs, viz. food, clothing, and housing. Main indicator of quality of life is given below:

Socio-economic Indictors

01 Income 07 Water Supply and

Sanitation

13 Environment and

Pollution

02 Employment 08 Clothing 14 Recreation

03 Working Condition 09 Energy 15 Social Security

04 Housing 10 Transportation 16 Human Rights

05 Food 11 Communication

06 Health 12 Education


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Figure 3.11: Graph of Demographic Structure

0

20000

40000

60000

80000

100000

TotalPopulation

Total Male TotalFemale

ScheduledCast

ScheduledTribe

97348

52154 45194

23898

0

Population Details

57.35%

61.68%

38.32%

Literacy Rate

Population Literacy

Male

Female

32.59%

12.45%

54.96%

Employment Pattern

Main worker

Marginal Worker

Non Worker

59.28% 22.71%

1.23% 16.77%

Main Worker Employment Pattern

Main cultivator

Main agriculture

Main Houshold

Main Other Worker

1000 867

Sex Ratio

Male

FeMale

12.69%

53.90%

46.10%

Child Population

child population

Boy

Girl


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CHAPTER 4

ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES 4.1 INTRODUCTION

Identification of impacts and mitigation measures of the same in Environmental

Impact Assessment study helps in quantification and evaluation of impacts. During

baseline study several impacts can be identified but it is necessary to identify the

critical impacts both positive and negative on various components of the

environment that are likely due to installation of proposed storage tanks.

The environmental impacts can be categorized as either primary or secondary.

Primary impacts are the ones that are caused directly due to the project activity on

environmental attributes, whereas secondary impacts are indirectly induced.

The construction and operational phase of the project activity comprises various

activities, each of which may have either positive or negative impact on some or

other environmental attributes. The proposed project activities would impart impact

on the environment in two distinct phases:

During construction phase - Temporary or short term impact

During operation phase - May have long term impact

4.2 IMPACT ASSESSMENT

4.2.1 DURING CONSTRUCTION PHASE

Identified Impacts on Land/Soil Environment

During site preparation the topsoil will be removed from the project site

and the approach road. This will in turn result in minor changes of topsoil

structure.

Improper disposal of the excavated earth during installation of storage

tanks may cause irreversible negative impacts on land environment.


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Storage of construction material/chemicals if not done at designated place

can cause nuisance and hazards.

Improper segregation and disposal of solid waste generated during

construction phase by workers dwelling on site.

Identified Impacts on Air Environment

The emission anticipated during construction period will include fugitive dust

due to excavation of soil, leveling of soil, use of DG sets, movement of heavy

construction equipment/vehicles, site clearing and other activities.

This type of fugitive dust is expected to result in change in the baseline air

quality specifically during the construction phase.

Identified Impacts on Noise Environment

The proposed project will lead to emission of noise that may have significant impact on

the surrounding communities in terms of increase in noise levels and associated

disturbances.

Following activities would result in increase in noise level;

Noise generated from operation of pumps

Noise generated from vehicular movement.

Noise generated from DG Sets.

Nuisance to nearby areas due to noise polluting work at night.

Identified Impacts on Water Environment

Increased water demand during construction phase for site preparation,

dust spraying, construction activities, curing, domestic and other water

requirements for labour and staff onsite.

Increase in site runoff and sedimentation.

Water logging may create unsanitary conditions and mosquito breeding at

site.


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Identified Impacts on Socio-Economic Environment

The proposed project does not involve any displacement of inhabitants for

the construction of terminal.

Construction phase will lead to creation of temporary employment.

A multiplier effect will be felt on the creation of indirect employment

through the local community establishing small shops like tea stalls, supply

of intermediate raw materials, repair outlets, hardware stores etc.

Self- employment options for individuals possessing vocational or technical

training skills like electricians, welders, fittersetc, which are likely to be

sourced locally.

There would be influx of workers during construction phase which could

lead to pressure on key local infrastructure such as water, healthcare,

electricity.

The construction activity could lead to increased nuisance level from air

emissions and noise due to transportation of material and equipment.

The construction activity could also lead to water logging in mud pockets

leading to breeding of mosquito and related health impacts.

This type of fugitive dust is expected to result in change in the baseline air

quality specifically during the construction phase

Open burning of solid wastes can cause air pollution

4.2.2 DURING OPERATION PHASE

IDENTIFIED IMPACTS ON LAND/SOIL ENVIRONMENT

Soil quality may be affected by accidental leakage and spillage of hazardous

chemicals/oils.

Improper segregation and disposal of solid waste generated during operation

of the proposed project.


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Soil quality may be affected by accidental leakage and spillage of hazardous

chemicals/oils Improper segregation and disposal of solid waste generated

during operation of the proposed project

Identified Impacts on Air Environment

No emission is envisaged during the storage and handling of fuel in storage

tank.

No fugitive emission during loading and unloading of oil in and from storage

tanks is envisaged.

Impacts on ambient air during operation phase would be due to emissions

from operation of DG sets only during power outages.

Further, the air environment may have a little negative impact due to

storage of petroleum products. This will increase the truck movement for

receipt and dispatch of products

Identified Impacts on Noise Environment

Impact of noise due to vehicular traffic

Noise generated due to DG sets

Identified Impacts on Water Environment

Stress on existing water supply

Generation of waste water

Increased run off from site.

Identified Impacts on Socio-Economic Environment

Project and associated construction of POL Depot at Hisar by HPCL will lead

to increase of economic activity in the area and eventually lead to jobs,

mainly in the unorganized sector for providing various services initially for

construction and later on for operation of the Depot.

Development of physical infrastructure due to construction of the plant

which could benefit the local population.


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4.3 IMPACT MITIGATION MEASURES

4.3.1 DURING CONSTRUCTION PHASE

Impact Mitigation Measures for Land/Soil Environment

Bituminous materials /any other chemicals shall not be allowed to leach

into the soil Methods to reuse earth material generated during excavation

will be followed

Waste oil generated from D. G. sets will be handed over to authorized

recyclers approved by CPCB

Usage of appropriate monitoring and control facilities for construction

equipment deployed

The solid waste generation due to workers dwelling on the site will be

segregated and will be transported and disposed off to waste disposal

facility.

Impact Mitigation Measures for Air Environment

Checking of vehicles and construction machinery to ensure compliance to

Indian Emission Standards.

Transportation vehicles, DG sets and machineries to be properly and timely

maintained and serviced regularly to control the emission of air pollutants in

order to maintain the emissions of NOX and SOX within the limits established

by CPCB. BS-IV HSD will be used for DG sets. DG sets will be provided Stack

heights as per CPCB norms.

Minimize idling time for vehicles and adequate parking provision and proper

traffic arrangement for smooth traffic flow.

Use of good quality fuel and lubricants will be promoted. Moreover, low

Sulphur content diesel shall be used as fuel for DG sets to control emission of

SO2;


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Water sprinkling shall be carried out to suppress fugitive dust during

earthworks and along unpaved sections of access roads.

Appropriate spill control measures and labeling / handling procedures shall

be maintained Attenuation of pollution/ protection of receptor through

strengthening of existing greenbelt/ green cover.

However, the construction activities will be for temporary period and hence, its

impact on the existing ambient air quality as well as vegetation will be reversible.

Dust emissions are likely to be confined within the limited area.

Impact Mitigation Measures for Noise Environment

No noise polluting work in night shifts

Acoustic enclosures for DG Sets per CPCB guidelines Provision of ear plugs

for labour in high noise area Provision of barricades along the periphery of

the site

All contractors and subcontractors involved in the construction phase

should comply with the CPCB noise standards.

Activities that take place near sensitive receptors to be carefully planned

(restricted to daytime, taking into account weather conditions etc.)

Vehicles and generator sets to be serviced regularly and maintained

properly to avoid any unwanted generation of noise or vibration from them

Use of suitable muffler systems/ enclosures/ sound proof glass paneling on

heavy equipment/ pumps/ blowers

Pumps and blowers may be mounted on rubber pads or any other noise

absorbing materials In case of steady noise levels above 85 dB (A), initiation

of hearing conservation measures strengthening of greenbelt for noise

attenuation may be taken up, etc.

Impact Mitigation Measures for Water Environment

Spray of water by tankers for minimizing dust and pollution.


108

Provision of temporary toilets for labour.

Wastewater generated will be discharged into existing sewer lines

Impact Mitigation Measures for Socio-Economic Environment

Employing local people for construction work to the maximum extent

possible.

Providing proper facilities for domestic supply, sanitation, domestic fuel,

education, transportation etc. for the construction workers.

Barricades, fences and necessary personnel protective equipment such as

safety helmet, hoes, goggles, harness etc. will be provided to the workers

and employees.

Constructional and occupational safety measures to be adopted during

construction phase of the industry.

The health of workers will be checked for general illness; first time upon

deployment and thereafter at periodic intervals, as per the local laws and

regulations.

The workers will be diagnosed for respiratory functions at periodic intervals

and during specific complaints etc. Health Centre and ambulance facility will

be provided to the worker. Job rotation schemes will be practiced for over-

exposed persons. Insignificant impact is expected on the workers’ health and

safety during the operation phase stage

4.3.2 IMPACT MITIGATION MEASURES

DURING OPERATION PHASE

Impact Mitigation Measures for Land/Soil Environment

Installation of drainage ditches at project site to prevent erosion

All hazardous wastes shall be securely stored, under a shed for eventual

transportation and disposal to the authorized CHWTSDF


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The solid domestic waste shall be segregated and stored within the

premises temporarily and then sent to waste management facility.

Impact Mitigation Measures for Air Environment

Vapour Recovery Unit (VRU) will be installed. This will reduce the escape of

hydrocarbon vapour in ambient air.

Installing an internal floating roof tank to minimize evaporation losses of

the product being stored

Checking of vehicles and construction machinery to ensure compliance to

Indian Emission Standards

Transportation vehicles, generators and machineries to be properly and

timely maintained and serviced regularly to control the emission of air

pollutants in order to maintain the emissions of NOX and SOX within the

limits established by CPCB

Stack height of DG sets shall be as per norms of CPCB to allow effective

dispersion of pollutants

Minimize idling time for vehicles and adequate parking provision and

proper traffic arrangement for smooth traffic flow

Attenuation of pollution/ protection of receptor through developing

greenbelt/ green cover. 33% of total plot land area will be utilized for green

belt development.

Impact Mitigation Measures for Noise Environment

Provision of proper parking arrangement, traffic management plan for

smooth flow of vehicles help to abate noise pollution due to vehicular

traffic.

Green belts and landscaping shall act as noise buffer


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Maintenance of noise generating machinery. Providing acoustic enclosures,

mufflers. Mounting machines on rubber pads.

Impact Mitigation Measures for Water Environment

Waste water will be treated in Septic tanks followed by soak pits

Rain water harvesting shall be promoted. Rainwater from the landscape

area and hardscape area will be used to recharge the ground water sources

through recharge pit

Provision of Storm water drainage system with adequate capacity, Proper

maintenance of storm water drainage

In case any open spillage of oil from tank shall lead to Oil Water Separator

(OWS) /Effluent treatment plant(ETP) where separated oil send back to

storage tank after ensuring quality of product. The water from OWS/ETP

will be reused for gardening and dust suppression in the gantry areas

during truck movement. Hence, there is no adverse impact on receiving

water body.

Impact Mitigation Measures for Socio-Economic Environment

Both skilled and unskilled local person should be given preference for the

jobs in the operation and maintenance of the plant.

4.4 Environmental Impact Matrix

The overall environmental impact of the project can be quantitatively assessed

through Environmental Impact Matrix (EIM). Here the activities are concise to

fewer in number. The environmental parameters are given some weightage based

on consultant's experience totaling to 100. The weighted values are subjective ones

but arrived after considering inter disciplinary judgments, keeping in view the type

and specifications of the project.

Impact of the activities have been marked positive (+) or negative (-) depending on

its beneficial or adverse effects respectively on the environment. The degree of

impact has been assessed by the following scale:


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Insignificant - 0

Appreciable - 1

Considerable - 2

Significant - 3

Major - 4

All environmental control measures have been considered while assessing the impacts. The EIM is presented in Table – 4.1. summarized table is presented below:

E N V I R O N M E N T

PHYSICAL BIOLOGICAL HUMAN TOTAL

Weightage 45 20 35 100

Impact value -30 +30 +97 +97

Degree of Impact -0.67 +1.5 +2.77 +0.97

Remarks Adverse Insignificant

Beneficial Appreciable

Beneficial Significant

Beneficial Appreciable

So the overall environmental impact will be beneficial. This is because though there

will be insignificant adverse impact on physical environment and no impact on

biological environment, there will be considerable beneficial impact in human

environment. This means by environmental control measures and implementation

of the same, the adverse impacts can be mitigated and overall beneficial impact can

be affected. The overall impact, as assessed, will be Beneficial Appreciable.

4.5 CONCLUSIONS

In view of the above facts and figures, it may be concluded that the proposed

project of the POL Depot, at Village –Datta, Tehsil: Hansi, District:Hisar,Haryana

Stateshall not result in any adverse environmental impacts on physical features,

water, noise and air environment, biological and socio-economic environment. The

project activity of installation/construction of POL Depot shall generate increased

economic activity which may result in increased employment and development of

the service sector in the region and would help in the socio-economic up-liftment of

the state as well as the local area. Availability of petroleum products will improve

quality of life of the people residing in an around Hisar which will result in uplift of

socio-economic conditions of people of the region.


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CHAPTER 5

ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)

5.1 ALTERNATIVES CONSIDERED

This section analyses various alternatives to meet the objective of the project from certain

identified angles as recommended by MOEF. These are:

• Siting of the project

• Technology/Process

5.1.1 SITING OF THE PROJECT

The site has been selected mainly with the following considerations:

No additional land acquisition is required for this project. The total land is under

possession of HPCL.

Availability of Raw water

Safety &Security of Depot as well as nearby Life & Property

Rail & Road Connectivity

Distance from Habitation

Non Agricultural Land

Land belongs to Government. No social affect to people.

No damages to houses and structures

The site was selected because of good connectivity and strategic location for product

movement i.e receipt and delivery logistics for HPCL

The Raman Mandi to Bhadurgarh pipeline is passing close to the proposed depot

location and Intermediate Pumping Station (IPS), Barwala is approximately 10 KM from

the proposed depot (2 nos. of dedicated pipeline for HSD/MS shall be laid ) common

ROU from IPS, Barwala to the proposed Depot location.

Conformance with siting criteria of MoEF&CC

The site satisfies the following basic requirements laid down by the MoEF:

1) The following do not exist within 10 km of the site :

Metropolitan city


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National Park and Wildlife sanctuary

Ecologically sensitive target

2) The site is more than 500 m away from the flood plain of river

3) The site is more than 500 m away from National or state highway

Moreover, the following are also satisfied:

i) No archaeological, historical, cultural or defense installation exists with 10 km radius of the site.

ii) There is no Reserve Forests with in the 10 km radius of the project site.

5.1.2 TECHNOLOGY / PROCESS

The project site will only deal with receipt, storage and distribution of petroleum

product (viz. MS, HSD, Biodiesel and Ethanol). No boiler, no heater or no chemical

process is involved in the operation of POL Depot. Thus from technology / process

point of view, there is no scope of consideration for alternatives.


114

CHAPTER 6

ENVIRONMENTAL MONITORING PROGRAM

6.1 OBJECTIVE

The main objective of environmental monitoring program is to check the efficiency of the

EMP (Environmental Management Plan) and mitigation measures implementation and

take corrective action if needed. A well-defined environmental monitoring program would

be followed for the proposed project. It would be ensured that trained and qualified staff

supervises the monitoring of ambient air, stack gases, effluents, noise etc. to see that

prescribed standards laid down are obtained.

Table 6.1: Environmental Monitoring Plan for Proposed POL depot

Sl no Potential

Impact Action to be followed Parameters for monitoring

Frequency of Monitoring

1 Air Emission Emissions from DG sets & fire engines

Gasses emissions (SPM, SO2, NOX, CO)

As per CPCB/ SPCB requirement

AAQ within the project premises and nearby habitation is to be monitored All vehicles to be PUC certified.

( PM10, PM2.5, SO2& NOX,

VOC, Methane, Non Methane, HC ) Vehicle logs to be maintained

As per CPCB/ SPCB requirement

Meteorological data Wind speed, direction, temperature, relative humidity & rainfall

Continuous monitoring using automatic weather station

2 Noise Noise generated from operation of, DG sets, Pumps to be monitored

Spot noise level recording Periodic during operation phase

3 Water Quality

Waste water Discharge

Waste water Discharge Waste water from canteen drains etc.

Selected parameters like PH, TSS, TDS, COD, BOD, OIL & Grease etc.

As recommended by SPCB

Surface & ground water

Surface & ground water in the vicinity of the plant

As per IS : 10500 : 1991 As recommended by SPCB

4 Solid waste / Hazardous waste

`Check compliance to HWM rules.

Quality & quantity monitoring

Periodically


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5. Ground water quality and water levels

Monitoring ground water quality, around Depot site and levels

Comprehensive monitoring as per IS 10500 Groundwater level BGL

Periodically

6. Flora & Fauna

Vegetation, greenbelt / green cover development

No. of plants. Species Once a year

7. Soil quality Checking &maintenance of good soil quantity around

Physico-chemical parameters and metals

Once a year

8. Health Employees and migrant labours health check up

All relevant parameters. Regular Checkups as per Factories act.

6.2 AMBIENT AIR QUALITY

The ambient air quality shall be monitored for PM10, PM 2.5, SO2 and NOx, VOC and

Benzene frequency of monitoring shall be as per Terms of Reference (TOR) Guidelines and

the results shall be compared with the CPCB norms.

Table 6.2: Method of Testing PM10/PM 2.5

Name of Pollutant PM10/PM2.5

Instrument Respirable Dust Sampler (RDS)

Duration 24 Hourly Basis

Mode Continuous

Unit μg/m3

Method EPA - 40 CFR (PART-50)

Table 6.3: Method of Testing SO2

Table 6.4: Method of Testing NOX

Name of Pollutant Oxides of Nitrogen

Frequency 24 Hourly Basis

Mode Continuous

Unit μg/m3

Method Modified Jacob &Hochheiser Modified

Name of Pollutant Sulphur Dioxide


Mode Continuous

Unit μg/m3

Method Modified West & Geake Method


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Table 6.5: Method of Testing VOC

Name of Pollutant VOC


Mode Continuous

Unit μg/m3

Method EPA METHOD TO 17

Table 6.6: Method of Testing Benzene

Name of Pollutant Benzene


Mode Continuous

Unit μg/m3

Method IS 5182: Pt 11: 2006


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CHAPTER 7

RISK ANALYSIS STUDY

7.0 RISK ASSESSMENT

7.1 INTRODUCTION

The Risk Analysis study conducted at HPCL Hisar includes a description of the process,

screening of dangerous goods, qualitative assessment and where required,

subsequent quantitative risk assessment that reviews.

Input/output materials receipt, storage and handling;

Primary items of the process;

To demonstrate the risks identified in the process area and to determine they are

acceptable in relation to the surrounding land use

That any residual risk will be appropriately managed and

To advise risk reduction strategies where unacceptable risks are identified.

The primary objectives of a RA are to:-

Identify potential hazards associated with the proposal;

Analyze the consequences of significant hazards on people and the environment,

and the likelihood or frequency of these hazards occurring;

Estimate the resultant risk to the surrounding land uses and environment and

Analyze the safeguards to ensure they are adequate, and therefore demonstrate

that the operation can operate within acceptable risk levels to its surroundings.

7.2 METHODOLOGY

A Risk Analysis is to provide sufficient information and assessment of risks to show

that a project satisfies the risk management requirements of the proponent company

and the relevant public authorities. Within this brief, the main objective of the PHA is

to show that the residual risk levels are acceptable in relation to the surrounding land

use, and that risk will be appropriately managed. This is done by systematically:

Identifying intrinsic hazards and abnormal operating conditions that could give rise

to hazards


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Identifying the range of safeguards

Assessing the risks by determining the probability (likelihood) and consequence

(effects) of hazardous events for people, the surrounding land uses and

environment and

Identifying approaches to reduce the risks by elimination, minimization and/or

incorporation of additional protective measures.

With proper application, this method should demonstrate that the plant can operate

within acceptable risk levels in relation to its surroundings.

The RA needs to be carefully and clearly documented with the assumptions and

uncertainties of final design and operation defined. The salient features of Risk

Assessment study is summarized below:

Risk assessment is defined as a mathematical function of the probability and

consequence of an incident. The target of risk assessment is to identify potential

accidents, analyses the causation and evaluate the effects of the risk reduction

measures. The following Table shows the various tools used as qualitative as well as

quantitative in process safety design studies.

QUALITATIVE AND QUANTITATIVE TOOLS

Qualitative Quantitative

Checklist Fault tree analysis

Site survey Event tree analysis

Site inspection Probabilistic risk assessment

Safety audit Quantitative risk assessment

Site observation

HAZID

HAZOP


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7.2.1 HAZARD IDENTIFICATION:

Hazard identification is the first key step in risk assessment study. Hazards are

identified in the HPCL Hisar POL Depot, its inventories such as quantity used and its

composition, operating temperature and pressure of the process, storage condition

etc. Based on the nature of hazard and consequence, the significant scenarios are

identified to carry out Risk Assessment study. The hazards identified for the RA is based

on the previous QRA risk assessment.

Hazards are present in any system, installation or unit that handles or stores flammable

materials. The mere existence of hazards, however, does not automatically imply the

existence of risk. Screening & ranking methodologies based on Preliminary Hazard

Analysis (PHA) techniques have been undertaken for evaluation of the risk.

The hazard assessment was based on the following methodologies

A) Inventory guidelines based on The Manufacture, Storage & Import of Hazardous

Chemicals (Amendment) Rules, 2000 of the Environment (Protection) Act, 1986;

B) Past accident analysis;

C) Fire & Explosion indexing based on Dow’s Hazard Classification Guide (7th edition)

7.2.2 SOURCE CHARACTERISTICS - HAZARD CLASSIFICATION BASED ON INHERENT

HAZARDS

There are a number of properties that identify the hazard potential of a petroleum

product. The properties show that while MS and ethanol are easily ignitable and will

burn rapidly. However all petroleum products require interaction with air or oxygen

and an ignition source for the hazard to be realized. Based on the properties and the

definitions given in the MSIHC Schedule 1, Part 1(b), the hydrocarbons can be classified

as follows.

Motor Spirit as ‘Extremely Flammable Liquid’

High Speed Diesel ‘Flamable Liquid’

Ethanol as ‘Very Highly Flammable Liquid’

Super Kerosene Oil ‘Flamable Liquid’


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Table below summarizes the hazardous properties of products in storage.

Property MS Ethanol HSD SKO

Boiling Point (°C) 30-215 78 110 - 375 135 - 300

Flash Point (°C) < - 10 16.6 >35 >35

Auto ignition Temperature (°C) 250-280 363 230-250 210

Lower Flammable Limit (%) 1.5 3.3 0.6 0.7

Upper Flammable Limit (%) 7.6 19 6 0.5

HPCL Hisar: Depot

Figure 7.1 - Ariel view of the Project Site

7.2.3 CREDIBLE ACCIDENT SOURCES/WORST CASE SCENARIOS - PAST ACCIDENT

ANALYSIS.

The possibility of fire and/or explosion in hydrocarbon tank farms has been largely

confirmed from accounts of past incidents. The lessons learnt from the major events

will help in improving the standards of tank farm safety.

7.2.4 ANALYSIS OF TANK FIRES

An analysis of past accidents involving tank fires was carried out based on information

collected from published reports.


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The predominant causes of tank fire are lightning, nearby external fire, and poor

maintenance.

The damage potential of fires/ explosions is considerably different depending on

the types of tanks used for storage.

Over half (52%) of the incidents involving floating roof tanks were seal fires, most of

which were extinguished by portable foam or water hose streams before serious

damage occurred

Total collapse is less common in the case of floating roof tanks than fixed roof

tanks.

While 46% of the fixed roof tank was completely destroyed with an additional 50%

suffering major damage to the roof supports, ring or shell, only 12% of the floating

roof tanks were totally destroyed and 36% suffered roof, ring or shell damage.


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Figure 7.2: Proposed tank location at HPCL – Hisar


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The details of storage tank facility:

The proposed tanks in this Depot are given in Table 7.1. The capacities of tanks, number

of tanks and type of tanks areas given by Hindustan Corporation Limited and tanks are

designed as per international codes:

Table7.1: HPCL – Hisar Tank Details

Class Description Gross Capacity Product Type

B TK-,1,2,3 14,400 KL each HSD CRVT

A TK-4,5,6 9,543 KL each MS IFRVT

A TK- 7,8 1,130 KL Ethanol IFRVT

UC TK-9, 10 1,800 KL Bio Diesel CRVT


-- TK-13,14 5,800 KL each Water OTVT





A TS-5,6 20 KL each Slop UG

Stored Volume Summary:

Total Class A: 32,179KL



7.3 INPUT DATA

7.3.1 MATERIAL INVENTORY

Material required for the QRA study is provided by the client. The static and dynamic

inventory is calculated based on the flow rate and equipment dimension provided by the

client. The inventory details with respect to vessel and pipelines is given at Table7.1:

HPCL – Hisar Tank Details.

Static Inventory:

Static inventory is the holdup volume within the isolatable section. The static inventory

for piping, vessels and columns is calculated based on following formula.

a) Piping


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The formula used for calculating the volume of material in the piping is *(πD2L)/4+ m3.

Where D is diameter in meter and L is length in meter.

Piping length is assumed based on Plot Plan of the respective facility with 10% margin.

b) Vessels:

The formula used for calculating the volume of vessels is *(πD2H)/4+ m3.

Where D is diameter of vessel/column and H is the height of vessel.

Separate Liquid and Gas hold up volume shall be calculated for the vessels as applicable

based on equipment datasheets.

7.3.2 PROCESS CONDITIONS

The initial step is the identification of fuel sources and their location. This is then

followed by assessing information relating to the fuel itself, and the inventories stored

or processed, together with the process conditions.

7.3.3 MATERIAL COMPOSITION

Material required for the QRA study is taken from the data provided by the client for

most of the cases.

7.3.4 WEATHER

Meteorological data are required at two stages of the QRA. First, various parts of the

consequence modelling require specification of wind speed and atmospheric stability.

Second, the impact (risk) calculations require wind-rose frequencies for each

combination of wind speed and stability class used.

Data on the wind speed and stability category have been obtained from the client and

this will be used for this particular QRA study. There are two different weather classes

for

Day and Night which are listed below:

Day Weather Class


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D3 : D stability (neutral) and 3 m/s wind speed.

B2 : B stability (neutral) and 2 m/s wind speed.

Night Weather Class

D3 : D stability (neutral) and 3 m/s wind speed.

F2 : F stability (very stable) and 2 m/s wind speed.

This distribution is combined with the wind rose information to generate likelihood for

the wind to be from a particular direction and of a specified speed and stability.

Referring to the same study, the following meteorological parameters will be applied:

An average ambient condition as follow is used in the study:

Atmospheric temperature : 25-35°C

Surface temperature : 25-35°C

Humidity : 70%

Solar radiation flux : 0.5kw/m2 for day and 0kw/m2 for night

7.3.5 IGNITION SOURCES

In order to calculate the risk from flammable materials, information on the ignition

sources (which are present in the area over which a flammable cloud may drift) is

required.

In order to calculate the risk from flammable materials, information on the ignition

sources (which are present in the area over which a flammable cloud may drift) is

required. For each ignition source considered, the following factors need to be specified:

Presence Factor

This is the probability that an ignition source is active at a particular location.

Ignition Factor


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This defines the “strength” of an ignition source. It is derived from the probability

that a source will ignite a cloud if the cloud is present over the source for a particular

length of time.

Location

The location of each ignition source must be specified on the site layout. This allows the

position of the source relative to the location of each release to be calculated. The

results of the dispersion calculations for each flammable release are then used to

determine the size and mass of the cloud when it reaches the source of ignition.

If these factors are known for each source of ignition considered, then the probability of

a flammable cloud being ignited as it moves downwind over the sources can be

calculated. Ignition sources in a QRA study may be of 3 types:

Point sources: Known specific sources such as flares, workshops, etc.

Line sources: Roads, railways, electrical transmission lines.

Area sources: Population, industrial sites where location of specific ignition sources is

unknown.

As per the Assumption, the following was considered for the storage tanks

Table 7.2: Release Sizes: Tanks

Release Category Hole Size (mm)

Small 5

Medium 25

Large 100

Catastrophic Rupture -

7.3.6 RELEASE HEIGHT

In order to determine the impact distance of released fluid, the height of release from

the isolatable section is considered as 1 m.

7.3.7 RELEASE DIRECTION

The direction of fluid release from the isolatable section is considered as horizontal.


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7.3.8 RELEASE DURATION

In this study, the maximum release duration is considered as 30 minutes (1800 seconds);

however, the release duration shall primarily be governed by the inventory of the

isolatable section.

7.3.9 FREQUENCY ANALYSIS

The frequency of occurrence of an event is based on the probability of the scenario and

the presence of constraints that influence the development of the event.

In this chapter the frequency of occurrence for each isolatable scenario is derived.

Ignition characteristic and ignition probabilities are also discussed.

7.3.10 MODES OF FAILURE

In case of leakage/ rupture in the process equipment or piping, flammable or toxic

substances may be released into the atmosphere. This can occur in the form of a small

gasket failure in a flanged joint, a bleeding valve or inadvertently left open valves, failure

of a piping, corrosion, or any other external factors.

7.3.11 FAILURE FREQUENCY

The frequency of occurrence of an event is based on the probability of an LOC scenario

and the presence of constraints that influence the development of the event (e.g.

sources of ignition). Failure frequency and hole size probability for all the scenarios was

derived from the OGP risk assessment data base.

7.3.12 BASE FAILURE FREQUENCY

The failure frequencies as a function of release sizes for the scenarios are derived from

the international database such as International Association of Oil & Gas Producers

(IOGP).

Failure frequency databases describe the generic frequencies at which a leak from

equipment can happen. Frequencies for different sizes of leak can be obtained from the

database. Risk can be calculated by combining the leak frequency information obtained

from international databases given below with the consequence.

Full Release:


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Release is consistent with flow through the defined hole, beginning at the normal

operating pressure, and continuing until controlled by emergency shut-down and blow

down (if present and operable) or inventory exhaustion.

7.3.13 TOTAL FAILURE FREQUENCY

The total failure frequencies for isolatable sections are calculated by combining the total

number of piping components and equipment obtained from the parts count approach

and the base failure frequency.

7.3.14IGNITION PROBABILITY

The probability of ignition is also very dependent on the release rate. A small vapor

release into open air is unlikely to ignite since it would be readily dispersed and diluted

to below its Lower Flammability Limit (LFL). It will only ignite if there is an ignition source

within the flammable region local to the release, which is unlikely in a hazardous area

which has appropriately rated electrical equipment. Conversely, larger releases can

rapidly form large flammable vapor clouds, which can envelope ignition sources remote

from the leak source.

The probability of immediate ignition is an important input parameter within the QRA

study. Immediate ignition of the released vapor cloud results in a jet fire / flash fire. The

calculation is based on the strength, location and presence factor of all ignition sources

specified, and the extent and duration of dispersing vapor clouds being exposed to those

sources. Delayed ignition sources can be modeled as point sources (e.g. ground flares),

line sources (power lines) or area sources (e.g. to cater for “background” sources posed

by a variety of human activity).

The total ignition probability is portioned equally to immediate and delayed ignition.

Immediate ignition probabilities are derived from the Guideline to Quantitative risk

assessment (PGS 3) and OGP Risk Assessment Directory (434-6).


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7.3.14POPULATION

A representative estimate of the exposed populations is sufficient to determine the

acceptability of societal risks by determining the order of magnitude of potential

fatalities within a population group. The basis of the population assigned to the facility

will be based on the data given by HPCL Hisar Terminal. Further analysis of the

population will be conducted in order to define various factors associated with the

population presence, e.g. day/night variation, fraction of time spent indoor etc.

7.4 MODELLING SCENARIOS

The scenarios were identified using information from past accidents and engineering

judgment. Escape of petroleum product can take place in an installation due to leak or

rupture or overflow of a product from tank, or failure of a tank or from transfer piping

and associated connections (gasket, flanges, etc.). These could occur during the conduct

of the normal activities/ operations of the installation.

From the results of the preliminary hazard analysis, vulnerable locations were selected

where leak of vapour or spill of liquid from the inlet/ outlet pipelines or catastrophic

failure of vessels can occur. The list of representative potential events covers mainly the

release of hydrocarbon which could lead to loss of life and/ or damage to property. The

range of leak sizes representative for small and large leaks that have been considered for

the assessment based on the pipe sizes.

Depending on the amount of inventory released, release scenarios would result in the

formation of a pool of hydrocarbon, with the potential to extend to the full surface area

of the bund. Ignition of the spill would subsequently result in a pool fire.

In addition to the potential for a fire as a result of a spill, there is also the potential for a

tank fire scenario. A full tank surface fire may occur as a result of:

The sinking of the floating roof tank (Motor Spirit) and subsequent product ignition

The escalation of a rim seal fire

Lightning strike


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Depending on the type of the operating conditions and the composition of the material

handled, one or more of the following potential hazards/consequences could be

encountered due to loss of containment:

1. Jet Fire

2. Pool Fire

3. Flash Fire

7.4.1 JET FIRE

A jet fire is a turbulent diffusion flame resulting from the combustion of material

continuously released with some significant momentum. Jet fires can arise from releases

of gases, flashing liquids (two phase) and pure liquid inventories. The high heat fluxes

generated can impinge or engulf, and lead to structural failure or pipe work failure and

possible further escalation.

7.4.2 FLASH FIRE

If the flammable material released from an isolatable section is not ignited, it may

evaporate. The released vapor spreads out in the direction of the wind. If the cloud is

released in an open space in absence of significant confinement or obstruction and

ignites before being dispersed below the lower flammability limit (LFL) of the flammable

material, a flash fire is likely to occur. It is assumed that all persons present in an ignited

flammable cloud are lethally injured. Outside the flash fire envelope, no fatal injuries are

to be expected.

7.4.3 VAPOUR CLOUD EXPLOSION

A vapour cloud explosion results from the ignition of a flammable mixture of vapour in

which flame accelerates to sufficiently high velocities to produce significant

overpressure. An explosion may occur when a large amount of flammable material is

released in a space with significant confinement or obstruction and is ignited before

being dispersed below the lower flammability limit (LFL). The blast wave following these

incidents can be fatal.

The main types of explosions are:


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Confined explosions where the cloud is largely confined;

Unconfined explosions where the cloud is largely unconfined.

For this study, TNT explosion method is applied for conducting the explosion modelling.

Below figure gives a graphic representation of the development of the various potential

consequences, subsequent to release.

Figure 7.3 : Evolution of Effects following release of Hazardous Material

The consequence modelling of fire, explosion and dispersion scenarios has been

performed using guidelines and models provided Indian standards (IS 15656: 2006

HAZARD IDENTIFICATION & RISK ANALYSIS – CODE OF PRACTICE) and international

guidelines.

The extent of the consequences of an accident in a hydrocarbon installation depends on

the type and quantity of the product stored and handled, mode of containment, and

external factors like location, density of population in the surrounding area, etc. In many

cases realization of hazard and its damage potential also depend on prevailing

meteorological conditions and availability of ignition source.


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Petroleum products such as motor spirit require interaction with air or oxygen and an

ignition source for the hazard from loss of containment to be realized. Under certain

circumstances, vapours of the product when mixed with air may be explosive, especially

in confined spaces.

Dense dispersion model was used to calculate the extent of dispersion up to lower

flammable limits (LFL). The amount in the flammable limits was considered for

calculation of pressure effects. Fire damage estimates are based upon correlation with

recorded incident radiation flux and damage levels.

7.4.4 DAMAGE CRITERIA FOR HEAT RADIATION EFFECTS

The damage criteria give the relation between extent of the physical effects (exposure)

and the percentage of the people that are killed or injured due to those effects. Thermal

radiation effects are used as damage criteria for fires. Damage criteria are given and

explained for heat radiation

The consequence caused by exposure to heat radiation is a function of:

The radiation energy onto the human body [kW/m2]

The exposure duration [sec]

The protection of the skin tissue (clothed or naked body)

100% lethality may be assumed for all people suffering from direct contact with flames.

The effects due to relatively lesser incident radiation intensity are given below.

Table7.3: Effects due to Incident Radiation Intensity

Incident Radiation

(kW/m2) Type of Damage

0.7 Equivalent to Solar Radiation

1.6 No discomfort for long exposure

4.0 Sufficient to cause pain within 20 secs. Blistering of skin (first

degree burns are likely) Minimum distance for fire man to operate

9.5 Pain threshold reached after 8 sec, second degree burns after 20

sec.


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12.5 Minimum energy required for piloted ignition of wood, melting of

plastic tubing, etc.,1% fatality for exposure above 60 secs

37.5 Sufficient to cause damage to process equipment99% fatality for

exposure above 60 secs

7.4.5 DAMAGE CRITERIA FOR OVERPRESSURE EFFECTS

Explosion damage is estimated based on recorded peak overpressures and

corresponding potential damage effects. A Vapour Cloud Explosion [VCE] is a

deflagration accompanied by a blast effect that occurs in the open air as a consequence

of the ignition of a cloud containing flammable vapour. The estimate of the likely

maximum value of overpressure that may be generated in a VCE is of considerable

importance for the consequence analysis. If no immediate ignition of a released material

occurs, it can disperse into the atmosphere. Following ignition, the vapour cloud will

start to burn. It is assumed that fatality will be 100% in the projected area of the vapour

cloud.

The factors that affect VCEs are:

a. Shape of the cloud

b. Composition of the cloud

c. Mass of the combustible vapour in the explosive range

d. Type of ignition

e. Flame acceleration

f. Surroundings

The shock wave model, used for a wide range of flammable vapour clouds, expresses

explosion overpressure as a function of distance from the centre of the cloud. This

correlation uses a measure of distance from the cloud centre, which is scaled to one-

third the power of the available combustion energy.

Table7.4: The Damage Criteria Used To Assess Explosion Scenario

Over pressure (bar) Type of damage

0.30 Heavy; 50% fatality

0.20 to 0.27 Rupture of Oil storage tanks

0.20 Steel frame constructions distorted and pulled away from

foundations; Serious injuries are common, fatalities may


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occur

0.10 Repairable; People injured by flying glass and debris

0.03 Large & small windows usually shattered

0.02 10% window glass broken

0.01 Crack of windows

7.5 CONSEQUENCE RESULTS

The consequence results which show the extent of flammable/ toxic gas dispersion, jet

fire/ pool fire radiation and explosion overpressure for weather conditions of 2F and 5D

are provided. Quantification provides an estimate of the damage potential for each

individual scenario. The damage is expressed in terms of the area involved.

7.6 RISK ASSESSMENT

Risk analysis was performed by summing the results of the frequency analysis and

consequence analysis with the defined occupancy and derived ignition source in the

PHAST software. The risk evaluation was carried out using the available population

information and the major hazard events identified. PHAST determines the vulnerability

to people inside and outside buildings by combining an equivalent injury / fatality for the

consequence results defined with the calculated leak frequencies.

The outcome of the risk analysis is presented as

Location Specific Individual risk (LSIR)

Societal Risk (F-N curve)

7.6.1 VULNERABILITY CRITERIA

Vulnerability is the relative probability of fatality in the event of exposure to a hazardous

substance. The following indoor / outdoor vulnerabilities are considered for this Risk

Assessment study

Table 7.5: Indoor / Outdoor Vulnerabilities represents the Indoor / Outdoor

vulnerabilities shall be used:


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Table 7.5: Indoor / Outdoor Vulnerabilities

Hazard Impact Level Vulnerability

Outdoor Indoor

Jet Fire Radiation (>37.5 kW/m2) 0.9 0.1

Flash Fire 100 % LEL 0.9 0.05

Fire Ball Radiation (>37.5 kW/m2) 0.9 0.1

Over Pressure Light Explosion (< 250 mbar) 0 0.1

Heavy Explosion

(> 250 mbar)

0.3 1

Toxic Exposure 0.9 0.1

7.7 LOCATION SPECIFIC INDIVIDUAL RISK (LSIR)

Location Specific Individual Risk (LSIR) is a commonly used risk assessment tool and is

defined as the frequency per year at which an individual, who stays unprotected for 24

hours per day and 365 days per year at specific location, is expected to sustain fatal

harm due to exposure to hazards induced by the project facility. This makes the LSIR a

measure of the geographic distribution of risk, independent of the distribution of people

at that location or in the surrounding area. The LSIR is presented as iso-risk contours on

a map of the location of interest.

Risk criteria are required to promote consistency in evaluating the results of relevant

studies and to formulate a proactive approach to incident prevention. It helps to decide

whether risk associated with the project / activity / facility is low enough to proceed. It

provides standards to translate the numerical values of risk from a QRA study into value

judgement such as “negligible risk “in decision making process.

LSIR (Location Specific Individual Risk) = ∑ Frequency x Occupancy x Vulnerability

Total Risk = The sum of contributions from all the hazards exposed to.

Occupancy = The proportion of time exposed to hazards.

Vulnerability = The probability that exposure to the hazard will result in fatality

Risk criteria for Individual Risk for on-site are as follows:


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Individual risk levels above 1 x 10-3 per year will be considered unacceptable and will be

reduced, irrespective of cost

Individual risk levels below 1 x 10-6 per year will be broadly acceptable

Risk levels between 1 x 10-3 and 1 x 10-6 per year will be reduced to levels as low as

reasonably practicable (ALARP). That is the risk within this region is tolerable only of

further risk reduction is considered impracticable because the cost required to reduce

the risk is grossly disproportionate to the improved gained.

7.8 SOCIETAL RISK

When considering the risk associated with a major hazard facility, the risk to an

individual is not always an adequate measure of total risks; the number of the

individuals at risk is also important. Catastrophic incidents with the potential multiple

fatalities have a little influence on the level of risk but have a disproportionate effect on

the response of society and impact of company reputation.

The concept of societal risk is much more than that for individual risk. A number of

factors are involved which make it difficult to determine single value criteria for

application to a number of different situations. These factors include;

The hazard, the consequential risks and the consequential benefits

The nature of assessment

Factors of importance to the company, government, regulators and authorities, public

attitudes and perception and aversion to major accident

Societal risk is the relationship between frequency of an event and the number of

people affected. Societal risk from a major hazard facility can thus be expressed as the

relationship between the number of potential fatalities N following a major accident and

frequency F at which N fatalities are predicated to occur. The relationship between F

and N, and the corresponding relationship involving F, the cumulative frequency of

events causing N or more fatalities, are usually presented graphically on log-log axis.


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In conjunction with the previous studies performed for the plant has used following

societal risk criteria. Societal risk should not be confused as being the risk to society or

the risk as being perceived by society. The word “societal” is merely used to indicate a

group of people and societal risk refers to the frequency of multiple fatality incidents,

which includes workers and the public. Societal risk is usually represented by an FN

(Frequency – Number of Fatality) curve.

Societal risk is generally used to describe multiple injury

accidents/fatalities, or to describe risks to “unnamed‘ individuals, which could include

the public and is usually described by F-N Curves (Frequency vs. Fatalities listed in

increasing order of magnitude where F denotes the Frequency of N fatalities or more

per year; and N denotes the Number of fatalities).

Figure 7.4: Risk Tolerability Criteria for Individual Risk to Workers and Public


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Figure 7.5: F-N Curve for societal risk

Table7.6: Societal Risk Criteria – Onsite

Maximum Tolerable Intercept With N=1 Negligible Intercept With N=1

10-2 10-4

Table7.7: Societal Risk Criteria – Offsite

Maximum Tolerable Intercept With N=1 Negligible Intercept With N=1

10-3 10-5

The damage locations plotted have been shown below


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Figure7.6: Pressure Contour of the worst case criteria of an explosion

7.9 RISK RESULTS

Location Specific Individual Risk (LSIR) is a commonly used risk assessment tool and is

defined as the frequency per year at which an individual, who stays unprotected for 24

hours per day and 365 days per year at specific location, is expected to sustain fatal

harm due to exposure to hazards induced by the project facility. From the LSIR value, the


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Individual Risk Per Annum (IRPA) to the personnel based on their exposure within the

project facility

The following risk acceptance criteria shall be used

Individual Risk (IR)

Broadly acceptable risk 10-6 per year

Upper region of tolerability 10-3 per year for workers

ALARP region 10-3 to 10-6 per year (for workers)

7.9.1 INDIVIDUAL RISK

The LSIR represents the risk at a specific location without taking into account the

distribution of people into account, whereas the Individual Risk (IR) value, sometimes

referred to as the “person-specific individual risk”, incorporates the movement of a

given individual.

In summary, the following criteria for Individual Risk per Annum are used in this RISK

ASSESSMENT:

Broadly acceptable risk 10-6 per year

Upper region of tolerability 10-3 per year

ALARP region 10-3 to10-6 per year

7.9.2 HPCL HISAR FACILITY LSIR AND SOCIETAL RISK

The risk assessment model has been considered for Tank Farm area, Drivers rest room,

office building security room, Based the Risk Assessment both in plant and societal risk

are under acceptable zone and no significant risk is expected to the Datta village.

7.10 POTENTIAL FOR SECONDARY/ CASCADE EVENTS

The potential for occurrence of secondary or cascade effects was also identified.

Secondary events that were identified within the depot. The occurrence of the worst


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case scenario of explosion within the depot is less likely to occur and if it were to occur

the damages is likely to be localized within the facility.

7.11 RISK REDUCTION MEASURES

Risk Assessment study provides a quantitative technique for assessing the significance of

the impact of any facility on its external environment, highlights key areas for greater

attention and provides a tool for comparing alternative options. Though, it cannot

substitute for close attention to the fundamentals of safety throughout the design

process or for design reviews.

For risk reduction, attempts should be made to either reduce inventories that could get

released in the event of loss of containment or failure likelihood or both as far as

feasible. Risk Assessment identifies the dominant risk contributors, which enables

prioritisation of plants/section that deserve special attention in terms of inspection and

maintenance in particular and over all safety management as a whole.

7.12 RISK MITIGATION MEASURES

The proposed project activity comes under Manufacture, Storage, Import of Hazardous

Chemicals. Rule, 1989 and subsequent amendments. During design, construction and

operation of the proposed facilities, numbers of safety provisions and risk reduction

measures will need to be implemented and followed meticulously in compliance with

applicable acts, rules, regulations, codes, standards, guidelines and best industry

practices. This also includes provisions of not only state-of-the-art equipment, control

and instrumentation to enhance safety but also high level induction and refresher safety

trainings from senior management to contractual workers levels at the facilities.

Risk mitigation measures for the proposed installation of HPCL POL Depot are described

below:

The underground storage tanks has proved to be safer as compared to above ground

storage vessels since it provides intrinsically passive and safe environment and

eliminates the possibility of Boiling Liquid Expanding Vapour Explosion (BLEVE). The


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cover of the sand protects the vessel from fire engulfment, radiation from a fire in close

proximity and acts of sabotage or vandalism.

i. Any change in the system will be marked on P&ID. The system of “Management

of Changes” may be developed as per “Guidelines on Management of Change”

(OISD GDN 178).

ii. Any repairs or modifications should be undertaken after statutory approval from

applicable authority.

iii. Each storage Tank shall have minimum two different types of level indicators.

iv. Audio-visual indication shall be at local panel and control room.

v. Automatic fire detection and /or protection (Fixed) system based on heat

detection through thermal fuses/ quartz bulbs shall be employed. Sensors shall

be installed at all critical places.

vi. Hydrant and monitor coverage shall also be provided on all four sides of the Tank

Farm for adequate coverage of unprotected portions exposed to thermal

radiation including for top of the Tank and for piping, in the immediate vicinity of

the Tank.

vii. Hydrant /monitors shall be located at a safe place around the Tank Farm. In any

case fire hydrant and/or monitors shall not be installed within 15 meters from

the facilities/equipment to be protected.

7.12.1 MAINTENANCE SCHEDULES

The proper preventive maintenance schedule should be prepared to facilitate the

maintenance service to be rendered in a planned manner covering the necessary work

to be done, mentioning the periodicity i.e. daily, weekly, monthly, half yearly and yearly

schedules.

7.12.2 ELECTRICAL HAZARDS

Some Important measures to minimise electrical hazards are as given below:


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Inspection of electrical equipment shall be carried out as per OISD Standards 137.

All electrical equipment’s shall be provided with proper earthing.

Earth pits shall be periodically tested and maintained in good condition.

Emergency lighting shall be available at all critical locations including fire pump

room, control room, etc.

All electrical equipment shall be free from carbon dust, oil deposits, and grease.

All electrical cable will be tagged for easy identification and cable routing shall be

planned away from heat sources, water, oil, drain piping and air conditioning ducts.

Provisions shall be made for approved insulated tools, rubber mats, shock proof

gloves and boots, tester, fuse tongs, discharge rod, hand lamp, insulated ladder.

Flame and shock detectors and central fire announcement system for fire safety shall

be provided in MCC control panel room.

Temperature sensitive alarm and protective relays to make alert and disconnect

equipment before overheating shall be provided.

Danger from excess current due to overload or short circuit should be prevented by

providing fuses, circuit breakers, thermal protection, etc.

Only carbon dioxide and dry chemical fire extinguishers shall be used for electrical

fires.

7.12.3 FIRE FIGHTING FACILITIES

Fire protection system shall be designed in accordance with the requirements of OISD,

NFPA standards, design requirements and safe engineering practices. Fire-fighting

facilities should have full capability for early detection and suppression of fire. The fire-

fighting system will primarily consist of:

Hydrant system

Foam protection system


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Sprinkler system

Portable fire extinguisher

Fire detection and alarm system

Presently, fire-fighting facilities are available at HPCL Depot. After commissioning of

proposed tank, fire-fighting facilities should be augmented as per relevant

OISD/NFPA/TAC Standards. Fire water requirement and fire water storage shall be

evaluated for two fires for 4 hours at any point of time in the terminal.

The following facilities will be made available in the plant:

Water storage capacity = 5800 KL x 2 Nos

Fire water pumps = 6Nos (main 4x 650 kl/hr& standby 2 x 650 kl /hr)

Jockey pumps - 3 Nos (main 2x 65 kl/hr& standby 1 x 65 kl /hr)

Hydrant Points (Double Head), Water Monitors, Sprinklers are installed for the

proposed project.

Medium Velocity Water Sprinkler System:

The system has been provided on all product tanks and other operating areas, wherever

required as per OISD regulations, and considered to be a very effective cooling system

for preventing spread of fire.

Proposed Public Addressing System

This is an intrinsically safe, internal communication system which facilitates internal

communication as well as public address.

Intercom

This Intercom connected to P & T line can be used for communication internally and

externally at Main Office.

OCCUPATIONAL HEALTH, SAFETY & ENVIRONMENTAL FEATURES IN THE PROJECT

Process Safety & Safety Features


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Process Safety focuses on the prevention of fires, explosions and accidental chemical

releases at HPCL Depot.

Proposed Safety Management Systems

The Safety Officer in co-ordination with Shift-in-Charge review all plant operations to

identify potential unsafe conditions and / or potential problems which may lead to

health or safety exposures.

Plant personnel shall work with the Safety Officer to identify potential problems and to

identify proper operational procedures and the operational areas of the plant. Actions to

be taken include equipment or procedural changes, development of exposure

monitoring strategies, and inclusion of warning statements in procedures.

Hazard Analysis by the Team

QRA studies are conducted at plant before commissioning and also applied to the

proposed installation and modification of buildings, equipment, mechanical and

electrical systems, utilities, fire protection system, grounds etc. Plans or specifications

on designated projects shall be submitted to an acceptance committee consisting of

Operations Manager, Engineering. Manager, Safety Manager for review prior to project

implementation. Recommendations will be submitted with the final plans and

specifications to the Departmental head for review. If the departmental head finds that

plans and specifications are not meeting the recommendations of the acceptance

committee, he shall return the final plans to the originator for modifications or a

justification of deviations.

Inspections

The officer in charge of each function is responsible for ensuring the timely completion

of periodic inspections and correction of problems.

The frequency of specific inspections is as follows:

Safety Facilities in the Plant


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HC detection, prevention

Elimination of source of ignition

Fire prevention / fighting

Communication, First aid, Rescue and Personnel protection equipment.

The facilities are detailed in the ERDMP Report.

7.12.4 EMERGENCY RESPONSE PLAN

Anticipating and planning for various contingencies is crucial for ensuring the success of

any emergency response actions in an actual Emergency Situation. On-site Emergency

response plan shall be prepared for HPCL Hisar, to take the action in an unlikely event of

emergency due to accidents. Emergency Response Plan should be updated based on

findings of mock drills.

7.12.5 MOCK DRILL EXERCISES

Mock drill should be conducted once in six months. Exercises or drills have two basic

functions, namely training and testing. While exercises do provide an effective means of


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training in response procedures, their primary purpose is to test the adequacy of the

emergency management system and to ensure that all response elements are fully

capable of managing an unlikely emergency situation.

Mock drills are best means of accomplishing the following goals and objectives:

To reveal weaknesses in the plans and procedures before emergencies occur.

To identify deficiencies in resources (both in manpower and equipment).

To improve the level of co-ordination among various response personnel,

departments and agencies.

To clarify each individual’s role and areas of responsibility.

7.13 CONCLUSIONS AND RECOMMENDATIONS

Based on the QRA study for the Hisar Depot, the following conclusions and

recommendations can be drawn:

The workers within the HPCL – Hisar facility experience Individual Risk of per Annum

below the ALARP Region of 1.99E-04 per year which comes under ALARP region.

Risk level of 1x10-6 is found to be inside or close to facility boundary and impact on

the village of Datta is found to be in ALARP region.

Even though the Individual and societal risk levels of the Hisar IRD has been found to

be in ALARP or in Acceptable region in assessing with HSE UK risk criteria, In order to

maintain the level of risk at this level, it is recommended that all safety measures

shall be taken and checked through for its effectiveness.

7.13.1 RECOMMENDATION

Following fire protection facilities tobe provided in the installation:-

Fire Water System -storage tanks / pumps / distribution piping network along

with hydrant and monitors with at least 15 m distance from tank shell.

Fixed Spray System to be provided for class A and class B petroleum product

Tank no’s. 1, 2,3,4,5,6,7,8, 11, and 12 for cooling and prevention of fire on

the surrounding tanks in line OISD 244.

Foam System to be provided for tank no’s 1, 2,3,4,5 and 6 in line OISD 244.


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Jet Nozzle to be provided in each hose boxes in tank farm area.

Trolley mounted/Mobile Fire Fighting Equipment to be readily available at

the location and positioned to have easy access to it during emergency

situation.

Carbon Dioxide Extinguishers to be provided for all panels, computers,

console, UPS, charger in MCC room, DG Room and control room in line with

OISD 117.

Dry Chemical Extinguishers to be placed at designated location as per OISD

117 such as tank farm, gantry, buildings, pump house, ware house.

Alarm systems to be provided for emergency in TAS control room.

Fire-fighting equipment to be inspected and tested as per OISD-STD-142 and record

maintained.

Medium expansion foam generators to be provided for dyke area to arrest vapour

cloud formation from spilled volatile hydrocarbons as per OISD 244. Installation of

medium expansion foam generator shall be as per following criteria:

Class A tanks: 2 Nos. Fixed type foam generators (mini) for each tank dyke.

Class B tanks: 2 Nos. Portable foam generator (minimum) for each location.

High volume long range (HVLR) water cum foam monitors (Manual / Remote) of

required capacity to fight tank fires to be provided which shall be of variable flow

(with flow adjustable manually in the field) as per OISD 244.

The hazardous areas to be protected by a well laid combination of hydrants &

monitors.

Fixed water spray system to be provided for Class A petroleum product above

ground tanks and for Class 'B' above ground Petroleum storage tanks (fixed roof or

floating roof) of diameter larger than 30 m.

Fixed foam system or Semi-fixed foam system to be provided on all tanks (floating

roof or fixed roof) exceeding 18 m diameter storing Class A or Class B petroleum as

per OISD 244.

Hydro Carbon detectors to be installed near all potential leak sources of class A

petroleum products i.e tank dykes, tank manifolds and pump house manifold. These


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detectors shall be placed in a way that entire possible source of leaks and collection

of products is continuously detected. Hydrocarbon detector of proper type shall be

selected and also shall be proof tested and shall be maintained in good condition.

Portable explosive meters / gas tester to be made available and maintained for

periodically checking the presence of hydrocarbon in hazardous area.

Smoke detectors to be installed in control room as per provision made in OISD 244.

Adequate number of portable fire extinguishers to be placed at designated location

as per OISD 117 and are readily accessible and clearly visible at all times. The no. of

extinguishers at various locations to be provided as per OISD STD-117.

Fire extinguishers to be placed near the tank trucks during operations in a

designated marked place. Provision of 2 nos. of Fire Extinguishers of ISI mark (1 no. X

10/9 kg DCP and 1 no. 1 kg CO2 /DCP /equivalent approved fire extinguisher).

Electrical fittings as well as electrical equipment to be of flame-proof type in

hazardous area.

The following general recommendations are based on the finding of individual risk of

worker group:

Reduce the maintenance personnel exposure duration in the process area’s

task activities in tank farm

Reduce the field operator’s exposure duration in the process area’s task

activities within the depot.

Necessary provision to have emergency stop of critical equipment from

control room in the event of major leak and flash fire.

There should be an SOP establish for clarity of actions to be taken in case of

fire and leak emergency.

The vehicles entering the Depot should be fitted with spark arrestors.

Windsocks to be considered in the plant to ensure visibility from all

directions. This will assist people to escape in upwind or cross wind direction

from flammable releases.

The active protection devices like fire water sprinklers and other protective

devices shall be tested at regular intervals.


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There should be an SOP established for clarity of actions to be taken in case

of fire/leak emergency.

Ensure Standard Operating Procedure (SOP) and Standard Maintenance

Procedure (SMP) is followed.

It is recommended to provide adequate grounding and earthing

arrangements in the loading/unloading area. This will avoid static charge

generation.

It is suggested to have regular patrolling and planned inspection in order to

prevent incidents.

It is recommended to develop procedures to verify the testing & inspection

records of the Tankers at the entry gate

7.14 SUMMARY

The consequence analysis and assessment for the proposed installation was carried out

taking into consideration the severity and likelihood of occurrence of the most credible

hazardous scenarios with potential to impact life, property and the environment. The

risk evaluation for the proposed installation was carried out taking into consideration

the severity and likelihood of occurrence of the most credible hazardous scenarios with

potential to impact life, property and the environment. Risk is contained within the site

and no significant impacts are expected beyond the boundaries. The maximum risk

arises from events at the HPCL – Hisar facility; however, this was found to be in the

negligible range. This can be attributed to the layout of the various units within the site

with ample interspacing distances and the presence of several safety features.

7.15 PUBLIC CONSULTATION

“Public Consultation" refers to the process by which the concerns of local affected and

others who have plausible stake in the environmental impacts of the project are

ascertained with a view to taking into account all the material concerns in the project

design as appropriate.

The Public Hearing for the proposed New POL Depot.,By Hindusthan Petroleum

corporation limited at Datta village, Hansi Tehsil, Hisar district, Haryana has been


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conducted on 27.09.2018 in premises of Hindusthan Petroleum corporation

limited(Project site). in accordance with EIA notification issued by MoEF&CC vide S.O.

1533, dated 14th September 2006 and subsequent amendments.

The press notification indicating date and venue of the public hearing was published in

two nos. of the widely circulated newspapers on 19/08/2018, viz. “The Tribune”,

English daily and “ Punjab Kesari” in Hindi daily. Copy of News paper is enclosed as an

Annexure- V.

7.15.1 Details of Public Hearing Proceedings

Proceedings of the public hearing conducted on 27.09.2018 as per EIA notification 2006

(amended to date) in connection with the application filed by M/s Hindustan Petroleum

Corporation Ltd, for obtaining Environmental Clearance for the proposed POL Depot at Village

Datta, Tehsil Hansi, District Hisar in the state of Haryana.

PRESIDING OFFICERS:

1. Sh. A. S. Mann Addl. Deputy Commissioner (ADC)

Hisar District.

2. Sh. Bhupender Rinwa Regional Officer

Haryana State Pollution Control Board,Hisar

3. Sh. Vikash Hooda Junior Environmental Engineer

Haryana State Pollution Control Board,Hisar

PROJECT REPRESENTATIVES

1. Sh. Amitava Mukhopadhyay, General Manager-PD&E, HQO, Mumbai

2. Sh. Raj Kumar, General Manager- O&D, North Zone, Delhi

3. Sh. A S Reddy, General Manager-Projects, HQO, Mumbai

4. Sh. Debasish Goswami, DGM-E&P, HQO, Mumbai

5. Sh. Ajay Bhardwaj, DGM-Hisar Retail Region, Hisar

6. Sh Pawan Kumar, Chief Manager-Infrastructure, Chandigarh


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7. Sh. S. K. Ishwar, Chief Manager-Project Execution

8. Sh. Pawan Soni, Manager-Project Hisar Site

In addition to the Government Officials of the District Administration, local people from the

surrounding villages were present during the Public Hearing.

At the outset, Sh. S K Ishwar (Ch. Manager-HPCL) welcomed all Administrative Officers,

Sarpanch of Datta Village, local villagers (Datta & Byanakhera Village), present in the hearing for

obtaining Environmental Clearance for the proposed Project under the EIA Notification of

MOEF&CC

Regional Officer, Pollution Control Board, Hisar welcomed the Addl. Dy. Commissioner (ADC),

Hisar and the people from the adjoining villages, who came to attend the Public Hearing of the

project in the matter of the application filed by M/s Hindustan Petroleum Corporation Ltd., at

Village Datta, Hisar (Haryana) in the office of Member Secretary, SEIAA, Panchkula- Haryana. for

getting Environmental Clearance under EIA Notification no. 1533 (E) dated 14.09.2006 for the

construction of Proposed POL Depot at Village Datta, Tehsil Hansi, District Hisar along with the

receipt Pipelines from IPS Barwala.

Further formal permission to inaugurate the process of public hearing was granted by the

Chairman of the Committee. (Additional Deputy Commissioner)

Subject Public Hearing was attended by more than 55 people and Regional Officer-HS-PCB

appraised the public present there about the requirement of conducting the public hearing

before deciding on the application file by M/s HPCL for getting the said clearance. He also

brought into the notice of the public that M/s HPCL had submitted the copies of draft EIA report

along with the Executive Summary of the same and a copy of each such document was placed in

the following offices for information of the public and other stake holders.

a. Deputy Commissioner, Hisar;

b. Chairman, Zila Parishad, Hisar

c. Municipal Corporation, District Hisar

d. General Manager, District Industries Centre, District Hisar

e. Executive Officer, Municipal Corporation Hansi.

Thereafter, he requested the representative/ Environmental Consultant of the industry to

elaborate about the main features of the project and the draft EIA study report.


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The representative from the Project Proponent & their Environmental Consultant (M/s ABC

Techno Labs) explained the details of the proposed plan of the project as follows:

1. Project Location & Description of the Project

2. Salient Features of the Project

3. Baseline Environment Data including Air, Water, Soil Quality and Noise Level

4. Environmental Impacts and Control measures.

5. Environmental Management Plan

6. Environmental Monitoring Plan

7. Safety Features of the Project

8. Disaster Management

9. Cost on Environmental Management Plan

10. Benefits of the Projects

Thereafter, ADC advised the public to put up their queries/clarifications related to the project.

The details of the queries/information/clarifications sought by the people present at the venue

of hearing and the reply given by the project proponent is as under:


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Table no. 7.8: Public Hearing Comments, Reply of Project Proponent, Action plan

Sr no. Query asked by Officer/Public

Query/Clarification

Reply/Response given by Project Proponent/Officials & (Action Plan)

1. Sh.Sathyawan, Village -Byanakhera, Hisar

Whether the approach road to the depot would be open as I have given land for approach road and my farm lands are on both sides of approach road

Project proponent explained that the land for the approach road to the depot (from Datta-Byanakhera road) has been taken on long term lease. Construction of roads and other allied facilities will be done as per the safety requirements. However, the villagers of adjoining land whom land has been taken on lease can use this road for internal movement from one side of road to going to other side of road in their fields with due care and safety through gates being provided in approach road at intervals as per requirement.

2. Sh. Ramesh Kumar Punia, Village- Byanakhera, Hisar

Whether the Tank Trucks will pass through the village-Byanakhera or a bypass road to the village will be constructed after the construction of the depot.

Project proponent explained that the road has already been widened from 3.66mts to 5.5mts by the PWD of State Govt., Haryana. project proponent also informed that PWD B&R Br.Hansi has given intimation that the widening of the said road from 5.5mts to 7.0mts may be taken in near future. speed breakers may be provided at regular intervals in Village Byanakhera.

3. Sh. Kuldeep Punia, Village- Byanakhera, Hisar

7mts widening of the road isn’t sufficient and bypass road is required for village Byanakhera.

Project proponent explained that the matter pertains to the State Govt.

4. Sh. Bhupender Rinwa, HSPCB-Hisar

How the safety will be ensured for the safe operation of the storage tanks.?

Project Proponent explained that the construction of the depot will be done in accordance with Oil Industry Safety Directorate (OISD) guidelines and as per the requirement of Petroleum & Explosive Safety Organization (PESO) norms. Also, the depot will be fully complied with the recommendations of MB Lal Committee (MBLC) and Remote Operated Shut-Off Valves (ROSOV), Foam System, Sprinkler System will be provided on all the Above-Ground tanks, which will ensure that operation of the deport is safe.


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5. Sh. A.S.Mann, ADC-Hisar

How the fire safety awareness about the depot will be imparted to the local villagers.?

Project Proponent explained that regular awareness training will be conducted after the commissioning of the depot as per the OISD provision.

6. Sh. Surender, Village-Datta, Hisar

My irrigation water pipeline was crossing through the panchayat land where now, depot is proposed to be constructed by HPCL and I’m requesting to re-route the same outside the depot area.

RO, PCB explained that the query isn’t pertaining to the public hearing for Environmental Clearance. In addition to the above, ADC-Hisar also explained that the subject re-routing work is related to individuals and he may lay the pipeline and claim the subsidy from Govt. as per the rules. ADC further advised Project Proponent to look into the issue. Project proponent clarified that the issue has been brought to their attention for the first time and the issue will be discussed and resolved.

7. Sh. Virender, Village –Datta, Hisar

Whether there will be any employment vacancy in the proposed depot for the local Datta Villagers.?

Project Proponent clarified that the proposed depot is the resitement of the old Hisar depot (Near Double Railway Phatak, Hisar).

8. Sh. Virender, Village- Datta, Hisar

Whether there will be any discharge of oil contained water into the surrounding farm lands.?

Project Proponent explained that the proposed depot is only for storage and distribution of petroleum products and thus the proposed depot is a Zero-Discharge Depot and the effluents generated if any will be contained inside the premises.


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Figure no. 7.8: Photographs of Public Hearing

Original copy of Proceedings of Public Hearing Meeting in English is enclosed as an Annexure- VI

Copy of Attendance Sheets enclosed as an Annexure- VII.


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CHAPTER 8

PROJECT BENEFITS

8.1 PROJECT BENEFITS

The proposed project is expected to bring significant socio-economic and

environmental benefits both at local and national level as listed below:

PHYSICAL INFRASTRUCTURE

Establishment of projects of this category will improve availability of the physical

infrastructures like drainage, communication and transportation facilities, etc.

SOCIAL INFRASTRUCTURE

Implementation of the project will indirectly boost up the physical and social

infrastructure of the surrounding, like local education, medical and communication

of the whole surrounding area.

EMPLOYMENT POTENTIAL

The project will provide indirect employment to unskilled, semiskilled and skilled

categories.

OTHER TANGIBLE BENEFITS

Besides above, indirect benefits are also expected to be accrued to the region by

way of reduction of delivery distance by tankers which in turn will reduce trucks on

the road reducing the vehicular load on the public roads. This will result in reduced

air pollution and reduced probability of accidents on the roads due to less

movement of tank trucks.

Moreover, the proposed project in Haryana will improve supply position of the

petroleum products which is vital for economic growth as well as improving the

quality of life. The improved petroleum supply will have strong logistic support for

delivering the products to customers without interruption.

Thus, the proposed project has ushered in the social and economic up-liftmen of the

persons living in the vicinity of the Project i.e. of society at large.


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CHAPTER 9

ENVIRONMENTAL MANAGEMENT PLAN

9.0 INTRODUCTION

The Environmental Management Plan (EMP) is a site specific plan developed to ensure that

theproposed project is being implemented in an environmental sustainable manner where

all contractors and subcontractors, including consultants, understand the potential

environmental risks arising from the proposed project and take appropriate actions to

properly manage that risk. EMP also ensures that the project implementation is carried out

in accordance with the design by taking appropriate mitigative actions to reduce adverse

environmental impacts during its life cycle.

The plan outlines existing and potential problems that may adversely impact the

environment and recommends corrective measures where required. Also, the plan outlines

roles and responsibility of the key personnel and contractors who are charged with the

responsibility to manage the proposed plant.

The EMP is:

Prepared in accordance with rules and requirements of the MoEF& CC and the

State Pollution Control Board;

To ensure that the component of facility are operated in accordance with the

design;

A process that confirms proper operation through supervision and monitoring;

A system that addresses public complaints during construction and operation of

thefacility; and

A plan that ensures remedial measures is implemented immediately.

9.1 BUDGETS FOR IMPLEMENTATION OF EMP AND MONITORING PLAN

The budget for implementation of mitigation measures and environmental management

plan to mitigate the potential adverse environmental impacts during operation phase are

suggested in Table 9.1.


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Table 9.1: Budget for Implementation of EMP and Monitoring Plan

S. No. Description (Cost in Lakh Rupees)

Capital Cost Recurring Cost Per Annum

1 Green Belt / Horticulture 12.0 6.0

2 Rain Water Harvesting 15.0 1.0

3 Water management 10.0 2.0

4 Signage’s for EMP 3.0 0.5

5 Noise Control Measures 1.0 0.5

6 Environmental Monitoring 1.5 1.0

7 Environmental Awareness and Training

0.0 2.0

Total 42.5 13.0

The EMP has been designed within the framework of various legislative and regulatory

requirements on environmental and socio-economic aspects of different national and

international bodies. EMP includes the following components.

1. Impact Mitigation Measures during Construction Phase

2. Impact Mitigation Measures during Operation Phase

9.1.1 IMPACT MITIGATION MEASURES DURING CONSTRUCTION PHASE

The impacts during the construction phase on the environment would be basically of

temporary in nature and are expected to reduce gradually on completion of

construction activities.

Air Quality Management

During construction phase, a certain amount of dust shall be generated due to the

transportation of men, machinery and materials, land clearing and leveling of land,

operation of construction machinery/ equipment, construction of foundations and

other requisite infrastructure etc. close to the construction site. Gaseous emissions

like SOx, NOx,CO and hydrocarbons are also anticipated as a result of burning of fuel

due to operation of machinery/ equipment. The impacts shall be temporary in


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nature and shall marginally deteriorate the ambient air quality. However, the

following measures shall further reduce the dust generation:

- Construction materials shall be transported to the site in covered trucks,

where necessary

- Land clearing for construction site will be kept at the absolute minimum

practicable

- Depot Layout would be designed to minimize the removal of soil and

vegetation

- Dust suppression systems (water spray) shall be used as per requirement at

the construction site

- Earth moving equipment, typically a bulldozer with a grader blade and ripper

shall be used for excavation work.

Noise Level Management

Noise shall be generated mainly due to operation of machinery/ equipment used

for construction and transportation of materials to the site. The general noise

levels due to construction activities may sometimes go up to 90 dB(A) at the work

sites during day time. The workers in general are likely to be exposed to an

equivalent noise level of 80-90dB(A) in an 8 hour shift for which all statutory

precautions as per law shall be implemented. The measures described below shall

be able to mitigate the noise levels generated at site:

- Provision of silencers to modulate the noise generated by machines

- Provision of protective devices like ear muff/ plugs to the workers who will be

working in the noise prone areas.

Water Resource Management

During the construction phase of the proposed plant, the total water requirement is

estimated as 10KL per day depending on the construction activities at site. This

requirement of water will be drawn through Bore well. The following measures shall

be adopted for water resource management:

- Continuous attempt shall be made to optimize/ reduce the use of water

- Continuous attempt shall be made to avoid wastage and leakage of water


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- Regular record of water table of wells in the vicinity

Water Quality Management

During the construction phase, the waste water shall be mainly generated from

domestic activities. The strength of total skilled, semiskilled and unskilled labour

required for construction is estimated at 300 (peak) and 150 (average). Most of the

workers will be from local area, wastewater generation shall be minimal. A proper

drainage system shall be constructed at site on a temporary basis at an early stage.

The salient features of water quality management shall comprise of the following:

- Raw water quality shall be checked on regular basis for essential parameters

- All sanitary waste from the site shall be treated in the septic tanks/ Sewage

treatment plant

- All the debris resulting from the site shall be isolated from the waste water

and disposed off separately to the extent feasible

- An oil trap/effluent treatment plant shall be provided in the drainage line to

prevent contamination by accidental spillage of oil / grease

- Wash down area for cleaning of vehicles wheels shall be provided and wheel

wash waste shall be drained properly. Here also a baffled oil-water separator

will be provided

- To prevent contamination from accidental spillage of oil, the oil storage areas

will be bunded and will be inspected and cleaned at regular intervals.

Soil Quality Management

Construction related activities could have an adverse impact on the soil resulting

from clearing, excavation, topsoil removal, soil disposal, road construction and

refuse/ waste disposal. The following measures shall be adopted to prevent/ reduce

soil contamination:

- Litter, fuel, oil drums, used grease cartridges shall be collected and removed

properly

- Dustbins / litter bins shall be placed at strategic locations

- Lubrication waste oil shall be collected separately in drums and shall be

disposed off as per standard practice accepted by the statutory authorities.


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Land Use Pattern and Ecology Management

Disturbance during construction phase shall be confined to the land earmarked for

the proposed POL Depot only. To keep the disturbance at a minimum, the following

measures are recommended:

Land clearing for construction site will be kept at the absolute minimum practicable

- Depot Layout would be designed to minimize the removal of soil and

vegetation

- Topsoil will be cleared and stored for later reinstatement purposes by piling it

along a boundary of the site.

Traffic Movement

The following measures are proposed for traffic control during construction phase:

Minimize use of roads by planning vehicle movements

Road crossings to be used shall be well marked

Water Spray down to roads if the same is too dusty

Socio-economic

Most of the unskilled and semi-skilled labour shall be from nearby villages and

towns. HPCL shall also ensure:

- Adequate dialogue with the local bodies / local population

- Protection of traditional water structures

- Provision of health and education services

- No displacement is applicable.

- Provide indirect employment generation opportunities to local peoples,

especially in unskilled categories.

9.1.2IMPACT MITIGATION MEASURES DURING OPERATION PHASE

The impacts during the operation phase on the environment would be basically of

permanent nature and are expected to last long. Environment protection

measures/ precautions shall be adopted to minimize the impacts due to operation

of plant and this includes all environmental and socio-economic mitigative

measures as proposed and discussed below:


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1. Solid Waste Management

2. Air Pollution Control Measure

3. Water Pollution Control Measure

4. Noise Pollution Control Measure

5. Green Belt Development

6. Corporate Environmental Responsibility

7. Occupational safety and health

8. Emergency Preparedness (Disaster management Plan)

9. Audit

The different tasks under Environmental Management Plan (EMP) are furnished in

Figure 9.1.

Solid Waste Management

Following measure are conceived for management of solid waste that will be

generated from the POL Depot:

- Tank bottom sludge is generated while cleaning of oil storage tanks. The

cleaning of oil storage tanks is done once in five years as per practice of

Oil Industry.

- Other hazardous wastes like spent batteries, waste oil, empty drums of

oil/chemicals, fluorescent tubing etc. is disposed off in accordance with

approved safe procedures.

- All biodegradable waste (food and kitchen waste) at the POL Depot is

collected and disposed off as per well-established practice.

Air Pollution Control Measure

No emissions are generated during the operations, since this is carried out in sealed

environment and Hydrocarbon are stored in floating & fixed roof tanks to minimize

vapour loss. The only point sources of emissions are D.G sets & Fire Engines.

A. POINT SOURCES OF EMISSIONS

i. D.G sets – 2 No. (600 KVA), 1No. (400 KVA)


164

Fitted with stacks of adequate height to disperse the pollutants. Stack height will be

provided as per CPCB norms.

B. NON-POINT SOURCES OF EMISSIONS

Vendor trucks

Adequate green belt (33 % of total plot area) has been developed to mitigate the

pollution arising due to movement of vehicles. Regular monitoring of DG – Stack and

Ambient air quality monitoring will be carried out.

Water Pollution Mitigative Measure

Wastewater Management philosophy is based on following:

- All oily effluents are diverted to Oil Water Separator (OWS).

- The waste water from OWS after removal of oil & after testing is used for

greenery development within the POL Depot.

- The collected slop oil is disposed off to third party for off-site recovery or

recycling.

- Waste water from canteen at the POL Depot is treated in oil and grease trap

followed by septic tank and soak pit.

- Separate storm water drainage system is provided at the facility.

- The non-contaminated rain water will be discharged directly to rain water

harvesting pit. However, particularly during the monsoon, any oil-

contaminated rain water shall be led to the OWS for treatment prior to

discharge.

Noise Pollution Control

All noise generating equipment’s like DG-Sets, pumps etc., will be provided with acoustic

enclosure. Ambient noise levels will be ensured within the ambient standards by inbuilt

design of mechanical equipment. And building apart from greenbelt along the periphery and

at various locations within the industry premises.


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Greenery Development

Considering, projected development, 33% of the total area will be under green belt.Green

Belt is already developed around the depot in the vacant land space to check the fugitive

dust emission.


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Figure 9.1:Different tasks under Environmental Management Plan

9.1.3 ENVIRONMENTAL MANAGEMENT CELL (EMC)

Implementation of the Environmental Management Plan needs suitable organization

and manpower and success of any Environmental Management Program depends

upon the efficiency of the organizational setup responsible for the implementation

TASKS UNDER ENVIRONMENTAL MANAGEMENT PLAN (EMP)

IMPACT MITIGATION MEASURES DURING

CONSTRUCTION PHASE

IMPACT MITIGATION MEASURES DURING

OPERATION PHASE

AIR QUALITY MANAGEMENT

NOISE LEVEL MANAGEMENT

WATER RESOURCE

MANAGEMENT

WATER QUALITY

MANAGEMENT

SOIL QUALITY

MANAGEMENT

LAND USE PATTERN AND

ECOLOGICAL MANAGEMENT

TRAFFIC MOVEMENT

Socio Economic

SOLID WASTE

MANAGEMENT

AIR POLLUTION CONTROL

MEASURES

WATER POLLUTION

MITIGATION MEASURES

NOISE POLLUTION CONTROL

MEASURES

GREENBELT DEVELOPMENT

CORPORATE SOCIAL

RESPONSIBILITY

OCCUPATIONAL SAFETY AND

HEALTH

EMERGENCY PREPAREDNESS

(DMP)

AUDIT


167

of the program. Regular monitoring of the various environmental parameters is also

necessary to evaluate the effectiveness of the management program so that

corrective action / measure can be taken in case there are some drawbacks in the

proposed program.

The broad functions of EMC are:

To implement the environmental management plan,

To assure regulatory compliance with all relevant rules and regulations

To report non-compliance / violations of environmental norms, if any, to the

Board of Directors of HPCL through Depot Manager

To ensure regular operation and maintenance of pollution control devices,

To minimize environmental impacts of operations as by strict adherence to

the EMP

To initiate environmental monitoring as per approved schedule.

Review and interpretation of monitored results and corrective measures in

case monitored results are above the specified limit.

Maintain documentation of good environmental practices and applicable

environmental laws as ready reference.

Maintain environmental related records.

Hierarchical system of HPCL

Designated HSSE Officer (Health,Safety, Security and Environment)

Location Incharge

Regional Manager

Zonal Head

9.1.4 SAFETY, HEALTH AND ENVIRONMENTAL POLICY OF HPCL

SAFETY POLICY

As an integral part of its business, HPCL believes that no work or service or activity is so

important or urgent that safety be overlooked or compromised. Safety of the


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employees and public, protection of their as well as Corporation’s assets shall be

paramount. Corporation considers that safety is one of the important tools to enhance

productivity and to reduce national losses. The Corporation will constantly Endeavour

to achieve and maintain high standards of Safety in its operations. Safety policy for

HPCL Hisar given in Annexure-III.

HEALTH POLICY

To provide a structured program to look after and promote the health of vital “Human

Resource”, essential for productivity and effectiveness of the Corporation.

ENVIRONMENTAL POLICY

The Corporation is committed to conduct its operation in such a manner as compatible

with environment and economic development of the community. Its aim is to create an

awareness and respect for the environment, stressing on every employee’s

involvement in environmental improvement by ensuring healthy operating practices,

philosophy and training.

CLIMATE CHANGE

HPCL is a socially responsible Corporate Citizen caring for the environment and striving

to reduce its carbon footprint by incorporating the 'green' perspective in all its key

organizational processes, while pursuing its own growth aspirations towards Customer

delight.

9.1.5 CORPORATE SOCIAL RESPONSIBILITY

HPCL recognizes its responsibility towards the community and shall contribute towards

the goal of achieving sustainable development. As per the Companies Act 2013 and CSR

policy and guidelines in place, HPCL will undertake following activities

In every Financial Year, at least 2% of the average net profits of the Company made

during the three immediately preceding Financial Years will be earmarked for

undertaking CSR activities.


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Objectives of the CSR

1. HPCL will focus its CSR activities on local communities around which the Company

lives and operates like Refineries, Depots, Depots, LPG Plants, Pipelines, Aviation

Stations, Lube Blending Plants, Project locations and other offices, etc. HPCL is

committed to allocate at least 60% of the CSR Budget for these local communities.

2. HPCL will implement CSR activities to empower weaker, less privileged and

marginalized sections of the society to create social capital.

Organizational Structure

Organization will include:

CSR Committee

CSR Council

CSR Management Committee

CSR working Committee

CSR Focus Area

The corporation’s CSR focus areas are inspired from national developmental policies and

international commitments of nation for development of children, women and weaker

sections. HPCL CSR focus areas are based on inspiration from legislations on Child Rights,

Child Development and Education, National Health Policy and National Health Missions

,Health Care in India- Vision 2020, National Skill Development Mission, and policies on

community / rural development.

All projects/programs/ activities will be in the areas of:

Child Care

Education

Health Care

Skill Development

Sports

Environment & Community Development


170

CSR projects / programs / activities will be implemented through implementing

partners/specialized agencies. The minimum eligibility criteria of an implementing partner

are as follows:

It must be a registered society, trust, company or any specialized agency having

minimum three years of experience post registration in handling activities of similar

nature. Experience of working with any Government Body or Public Sector

Enterprise will be preferred.


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CHAPTER 10

SUMMARY & CONCLUSION

An Environment Impact Assessment (EIA) study report has been prepared for this project

based on TOR and baseline environmental quality data collected for the study area.

Identification and prediction of significant environmental impacts due to the proposed

project with an Environmental Impact Statement followed by delineation of appropriate

impact mitigation measures in an Environmental Management Plan (EMP) are included in

the EIA report. The proposed project intends to ensure that the developmental activities

related to the project are environmentally sound and does not have any adverse effects on

the natural environment in the surrounding of the site. The purpose of this Environmental

Impact Assessment (EIA) study is to provide information on the nature and extent of

environmental impacts arising from the construction and operation of the proposed project

and related activities taking place concurrently.

10.1 SALIENT FEATURES OF THE PROJECT

The salient features of the project are discussed below:

Item Description

Details

Company name

M/s. Hindustan Petroleum Corporation Limited (HPCL)

Location Village – Datta, Dist- Hissar, State- Haryana

Latitude 29°17'43.41"N

Longitude 76°01'27.26"E

Total Installed Capacity

Total installed capacity of the POL depot will be 79229 KL for storage of MS, HSD, Ethanol and Biodiesel.

Land Requirement & its break up for land use

S. No Land use parameter Area(Acres)

4. Depot Area 41.012

5. Approach road from Nearest road- 4.38

Total Plot Area 45.39

Man power requirement

Total Manpower: 150 during construction phase and approx. 45 during operational phase


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Power requirement & Source

-Construction Phase: 500 KVA sourced from Haryana State Electricity Board (HSEB) or through DG sets at site -During Operation Phase: 1000 KVA sourced from HSEB or through DG sets of 2x600 KVA and 1 x 400 KVA capacity. DG sets will be only used in case of HSEB power failures during operations. HSD will be used as fuel for DG sets, DG set Stack height will beprovided as per CPCB norms.

Water requirement & Supply

Sl. No.

Water requirement (KLD)

Domestic Water use requirement (KLD)

Green belt Development (KLD)

Domestic sewage generation (KLD)

Mode of Disposal

1 5.0 2.0 3.0 1.0 Approx 1.0 KLD of water will be disposed in septic tank and soak pit.Approx 1.0 KLD of water will be disposed in septic tank and soak pit.

Wastewater generation

There will be no direct generation of waste because the unit only meant for receipt of petroleum products storage &supply purposes.

Project cost 25,500 lakhs

10.2 DESCRIPTION OF PROCESS

The POL terminal mainly has handling and storage facilities of different petroleum products.

There is no manufacturing process involved in the terminal. The process involved can be

divided into:

• The product will be received through 2 nos. (approx. 10 KM) dedicated Pipelines from

Intermediate Pumping Station (IPS) Barwala of Raman Mandi to BahadurgarhPipeline.

• Receipt Storage in Tanks

• Dispatch of Products through road by tank truck.

The entire operation of Receipt, Storage And Dispatch of petroleum products is carried

out in a closed system thereby eliminating risk of spillage of products and to achieve

enhanced safety.


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10.3 SUMMARY OF ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

Envi

ron

me

nta

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Co

mp

on

ent

Potential Impact Mitigation Measures Residual Impact

Construction Phase

Ph

ysic

al E

nvi

ron

me

nt

i Land acquisition For the proposed project, the total

land 45.39 Acre is under possession

of HPCL.

Hence, there will be no impact

due to this issue.

ii Site development

- leveling

/grading &

related

construction

activities

HPCL will ensure use of water

sprinklers liberally to minimize /

eliminate fugitive dust nuisance

during site development.

Impacts are temporary in

nature. Impacts will be

confined to short distances, as

coarse particles will be settled

within short distance from

activities. Thus minor impact

is envisaged at construction

site premises. No negative

impact is expected outside the

site boundary.

Soci

oec

on

om

ic E

nvi

ron

men

t

A temporary

immigration of

persons will be there.

Most of the unskilled

and semiskilled

labour shall be from

nearby villages and

towns.

Accommodations of construction

workers will be arranged in nearby

villages. There are large numbers of

residential buildings available in the

villages.

However, temporary infrastructures

like site offices, stores, material

yard, Rest rooms etc. will be

constructed at Project site.

No negative impact is

anticipated due to influx of

workers. But, some significant

positive impact is envisaged

due to increased employment

opportunity, new job

generation and additional jobs

that will be generated

indirectly in the form of local

business in the supply of

goods and services.


174

Envi

ron

me

nta

l

Co

mp

on

ent


Air

En

viro

nm

en

t

Fugitive dust will be

generated during

excavation and other

earthmoving

activities, during

concreting work and

movement of

vehicles especially on

unmetalled roads.

This problem has to be mitigated by

introducing dust suppression

measure through sprinkling of water

in dust prone activities.

Whatever adverse impact

might be there, all will be

temporary and confined to

the construction area only.

There will be no significant

residual negative impact to

the environment on an overall

concept.

Wat

er

Envi

ron

me

nt

Some waste water

will be generated

from ongoing

construction activity.

- All sanitary waste from the site

shall be treated in the septic

tanks.


residual negative impact.

-

An oil trap shall be provided in

the drainage line to prevent

contamination of surface water

by accidental spillage of oil /

grease.

- Wash waste shall be drained

properly. Here also a baffled

oil-water separator will be

provided.

- To prevent contamination

from accidental spillage of oil,

the oil storage areas will be

bunded and will be inspected

and cleaned at regular

intervals.


175

Envi

ron

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Co

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on

ent


No

ise

Envi

ron

me

nt Noise shall be

generated mainly

due to operation of

machinery/

equipment used for

construction and

transportation of

materials to the site.

The equipment, which is the source

of high noise, will have built-in type

noise control abatement measure.

Provision of supplying protective

devices like ear muff / plugs to the

workers who will be working in the

noise prone areas.



Soil

Envi

ron

me

nt

Construction related

activities could have

an adverse impact on

the soil resulting

from clearing,

excavation, topsoil

removal, soil

disposal, road

construction and

refuse/ waste

disposal.

Litter, fuel, oil drums, used grease

cartridges shall be collected and

removed properly.

Dustbins / litter bins shall be placed

at strategic locations.



Eco

logi

cal E

nvi

ron

me

nt

Disturbance during

construction phase

shall be confined to

the land acquired for

the proposed plant

only.

- Land clearing for construction

site will be kept at the absolute

minimum practicable.

Plant Layout would be

designed to minimize the

removal of soil and vegetation

The greenery will be

developed from early date of

construction, will improve the

ecological status as well as

aesthetics of the area.

-

- The greenery will be developed from early date of construction.

Operation Phase


176

Envi

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Co

mp

on

ent


Soci

oec

on

om

ic

Envi

ron

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nt

Not Applicable Not Applicable The project will not have a

negative effect on

socioeconomic environment.

Air

Envi

ron

me

nt NOx, HC & PM will be

emitted through

stack for DG sets.

Stacks of adequate height provided. There will be no additional

impact on air environment

due to proposed Project .

Wat

er

Envi

ron

men

t Wash water mixed

with oil will be

discharged.

All wastewater will be passed

through the Oil Water Separator

(OWS). Separated oil will be stored

separately while the clean water will

be used for greenery development.

Domestic wastewater is disposed in

the Septic Tanks

The aquatic life of the

receiving water body will not

be disturbed. Controlled

discharge conforming to

norms of SPCB / MOEF is not

expected to induce any

detrimental impact on the

surface water quality.

No

ise

Envi

ron

me

nt

Noise will be

generated only from

running of pumps

and DG sets.

DG sets will be put in the acoustic

enclosure and noise from the pumps

will be within permissible limits.

The entire depot will be so

procured/installed so that the

resultant noise level within

the plant premises remains

within 75 dB(A) during day

time and 70 dB(A) during night

time respectively.

Soil

Envi

ron

me

nt

The soil environment

may not degrade

since there will be no

direct discharge. Only

some sludge will be

generated out of

periodical cleaning of

the tanks.

Sludge will be disposed off to the

recyclers authorized by the state PCB.

Some small area of land will

be dedicated for storage of

sludge.


177

Envi

ron

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nta

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Co

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on

ent


Eco

logi

cal E

nvi

ron

me

nt The ecological

environment around

the Depot will not be

affected since there

is no emission and

discharge of

effluents.

All measures to control air pollutants,

waste water discharge and solid

waste disposal are conceived as

stated above.



10.4 OVERALL JUSTIFICATION FOR IMPLEMENTATION OF THE PROJECT

Demand of petroleum products has increased with time due to rapid urbanization

Indian cities. In order to meet the demand, HPCL proposes to the storage capacity of

their depot at Hisar.

The proposed project will meet the market demand of POL products in the villages and

small towns in Haryana.

Due to proposed project, it will facilitate supply of the petroleum products on time in

Haryana which is vital for economic growth as well as improving the quality of life. The

improved petroleum supply will have strong logistical support for delivering the

products to customers without interruption. The project will also provide indirect

employment to unskilled, semiskilled and skilled categories.

Studying all the above factors, Hindustan Petroleum Corporation Limited (HPCL)

proposes to the storage capacity of the New POL depot at Hisar.

Proposed POL Depot will result in growth of the surrounding areas by increasing direct

and indirect employment opportunities in the region including ancillary development

and supporting infrastructure. Special emphasis on financial and social benefits will be

given to the local people in the area.


178

Product availability will be better for this area and if required can cater the demand

of neighbouring areas also.

Development of social amenities will be in the form of medical facilities, education

to underprivileged and creation of self-help groups.

Medical facilities: Medical facilities will be provided for employee as well as people

of nearby villages through medical camps.

SOCIAL INFRASTRUCTURE

Implementation of the project will indirectly boost up the social infrastructure of

the surrounding, like local education, medical and communication of the whole

surrounding area.

EMPLOYMENT POTENTIAL

The project implementation will indeed generate direct and indirect employment

potential. During operation phase there will be employment opportunities, mainly

in service sector, as per the requirement. In addition to this, additional jobs will be

generated by local business in the supply of goods and services.

OTHER BENEFITS

Besides above, indirect benefits are also expected to be accrued to the region by

way of reduction of delivery distance by tankers which in turn will reduce trucks on

the road reducing the vehicular load on the public roads. This will result in reduced

air pollution and reduced probability of accidents on the roads due to less

movement of trucks.

10.5 EXPLANATION ON ENVIRONMENTAL MITIGATION

Adequate Environmental Management measures will be incorporated during the

entire operating phase of the project to minimize any adverse environmental impact

and assure sustainable development of the area. The EMP planned for the operating

stage of the project will include the following elements:


179

• Air Pollution Control and Management

• Noise Control and Management

• Storm Water Management

• Hazardous and Solid Waste Management

• Plantation and Landscaping

• Risk Assessment & Disaster Management Plan

• Emergency Response Plans for emergency scenarios

• Environmental Monitoring

• Environmental Management Cell

For the effective implementation of the EMP, an Environmental Management Cell

(EMC) is in operation of the Depot. The cell implements the following.

• Environmental Monitoring Program

• Personnel Training

• Regular Environmental Audits and Corrective Action

• Documentation – Standard operating procedures Environmental Management

Plans and other records.

10.6 ENVIRONMENT MANAGEMENT PLAN

Construction Phase

During construction phase, all precautionary measures shall be taken for dust

suppression, prevention of soil erosion and noise reduction. The effect on

environment during construction phase will be localized, temporary and reversible in

nature.

Operation Phase

Operation of the depot usually does not involve any chemical or manufacturing

process, which may lead to process specific emission of air pollutants into

atmosphere. The entire operation of receipt, storage, filling of products in tank

lorries is carried out under closed circuit and leak proof system so as to avoid

emission of hydrocarbon vapours into the atmosphere.


180

COMPONENTS EMP

Air There is no continuous source of air pollutant from the operationof proposed project. The sources of air pollutants are limited to the DG Sets and diesel engine driven Fire water pumps. These sources of air pollutants are intermittent. During operation, these sources would emit the exhaust gases.

Adequate stack height will be provided for D.G. sets.

There will be no continuous source of fugitive emission from the

process.

Water There is no waste water generation from operation of proposedPOL

The waste water generated from during mock drill will be passedthrough Oil Water Separator (OWS) arresting the oil content. The oil free waste water shall be used in gardening/plantation

Depot. Sanitary waste water from toilets, canteen and wash rooms will be treated in proposed STP.

The wastewater management philosophy is based on “Zero Discharge” concept.

All oily effluents are diverted to Oil Water Separator (OWS).

The waste water from OWS after removal of oil & after testing will be used for greenery development within the POL terminal.

Separate storm water drainage system is provided at the facility.

The non-contaminated rain water will be discharged directly torain water harvesting pit.

Noise Regular condition monitoring e.g. speed, vibration and regular preventive maintenance including schedule lubrication will be done for the moving machines to keep them in good condition and also to reduce vibration.

Trees grown in the green belt around the facilities would also facilitate reduction of noise level beyond the boundary walls

Solid waste Tank bottom sludge is generated while cleaning of oil storage tanks. The cleaning of oil storage tanks is done once in five years as per practice of Oil Industry.

Total tank bottom sludge thus generated is kept in secured, covered impermeable sludge pit located within POL terminal at a central place earmarked for the purpose prior to safe disposal through MoEF& CC/ State PCB approved registered recycler.

10.7 CONCLUSION

This Environmental Impact Assessment Report has addressed all possible impacts;

the “Hisar” POL depot could have on the surrounding environment. Relevant

mitigation measures have been adequately assessed and formulated to meet with


181

statutory requirements. This project is a public utility project that is aimed at

ensuring regular supply of Petroleum Products in the surrounding area of Hisar and

other faraway places of Hisar district.

Thus, the proposed project will usher in the social and economic upliftment of the

persons living in the vicinity of the Project i.e. of society at large, the expansion

project being development and public utility project may be accorded environmental

clearance.


182

CHAPTER 11

DISCLOSURE OF CONSULTANTS

The consultant engaged and the brief description of the key personnel is furnished below.

ABC Techno Labs India Private Limited

ABC Techno Labs India Private Limited an ISO 9001, ISO 14001 & OHSAS 18001 Certified

Company & leading Environmental Engineering & Consultancy Company. We are the first

firm to be accredited by NABET (National Accreditation Board for Education and Training),

Quality Council of India, as an EIA Consultant. We are equipped with in-house, spacious

laboratory, accredited by NABL (National Accreditation Board for Testing & Calibration

Laboratories), Department of Science & Technology, Government of India.

Since establishment our focus is on sustainable development of Industry and Environment

based on sound engineering practices, innovation, quality, R&D and most important is

satisfying customers need. The company has successfully completed more than 100’s

projects of variety of industries, in the field of pollution control. We are also dealing in the

projects of waste minimization and cleaner production technology. Our team of technocrats

and scientists are well experienced to deal with the Designing, Manufacturing, Fabrication,

Installation and Commissioning of Effluent/Wastewater Treatment Plants, Sewage

Treatment Plants, Combined Treatment Plants.

We are having a well experienced team of Scientists & Engineers who are looking after our

well-equipped analytical laboratory with a facility including analysis of physical, chemical

and biological parameters as per the requirements of the State Pollution Control Board and

our clients.

Services of ABC Techno Labs India Private Limited

ENVIRONMENTAL SERVICES

Environmental Impact Assessment (EIA)

Environmental Management Plan (EMP)

Social Impact Assessment (SIA)


183

Environmental Baseline data collection for Air, Meteorology, Noise, Water, Soil,

Ecology, Socio Economic and Demography etc;

Environmental Monitoring

Socio Economic Studies

Resettlement & Rehabilitation Plan

Ecological & Human Health Risk Assessment Studies

Ecological Impact Assessment

Environmental Management Framework

Solid Waste Management

Hazardous Waste Management

Internship & Training TURNKEY PROJECTS

Water Treatment Plants

Sewage Treatment Plant

Recycling & Water Conservation Systems

Zero Discharge System

Other Services

Operation & Maintenance of Water & Waste Water Plants

Water & Waste Water Treatment Chemicals

Pilot Plant studies

Feasibility studies & preparation of budgetary estimates LABORATORY DIVISION

Chemical Testing

Environmental Testing

Microbiological Testing

Food Testing


184

METALLURGICAL TESTING

Mechanical Testing

Chemical Testing

Corrosion Testing Sectors Accredited By National Accreditation Board For Education And Training (NABET)

Mining of Minerals (Opencast only)

Thermal Power Plants

Mineral Beneficiation including Pelletisation

Metallurgical Industries ( Ferrous& Non Ferrous)

Petroleum refining industry

Chlor-alkali Industry

Leather/skin/hide processing industry

Chemical Fertilizers

Textile – cotton and manmade fibres

Synthetic Organic Chemical Industries

Distilleries

Sugar Industry

Isolated storage & handling of hazardous chemicals

Airports

Industrial Estates/ Parks/Complexes/Special Economic Zones

Highways/Railways/Transport terminals/Mass rapid transport system

Common Effluent Treatment Plants (CETPs)

Common Municipal Solid Waste Management facility (CMSWMF)

Building & Construction Projects,

Townships & Area Development Projects


185

QCI-NABET Certificate of ABC Techno Labs India Private Limited


186

Study Team

ABC Techno Lab India Private Limited has been carried out this Environmental Impact

Assessment (EIA) study. The multidisciplinary team included expertise in Environmental

Impact Assessment, Air & Water pollution & Control measures, Noise Control measures,

Ecology & bio-diversity, Land use, Geology, Environmental Chemistry and Socio-Economic

planner.

The team members were

Name Role

Dr. Chaitanya Sathe

EIA Coordinator & team Leader, FAE – Water Pollution

Dr. R.K. Jayaseelan Functional area Expert – Land Use, Water pollution, Hydrogeology

Dr. N. Sukumaran Functional Area Expert – Ecology & Biodiversity

Dr.Thillai Govindarajan

Functional Area Expert – Hydrogeology and Geology

Mr. M. Senthil Kumar

Functional Area Expert – Risk Assessment & Hazard management

Mr. V.K Gautam

Functional area Expert – Meteorology, Air Quality Modelling& Prediction

Mr. R. Rajendran

Functional area Expert – Air Pollution, Prevention and Control of Pollution and Noise

Mr. Sushil Meshram Functional Area Expert – Socio-Economic

Mr. Sameer Zope

Team member – Preparation, documentation of reports and Report Analysis

Ms.Dakshata Kumbhar Team member – Preparation, documentation of reports and Report Analysis

Ms.Asawari Dotihal Team member – Preparation, documentation of reports and Report Analysis

Mr. Satyawan Upale Field Technician

Mr. Sakharam Nare Field Technician

ANNEXURE-I

Annexure –I

Minutes of 166th SEAC Meeting

ANNEXURE-II

Annexure –II

Ambient air quality results

Ambient Air Quality at Project Site (AAQM1)

S.No Date PM 10 PM2.5 SO2 NO2 CO NH3 Benzene Lead O3

µg/m3 µg/m

3 µg/m3 µg/m

3 mg/m

3 µg/m3 µg/m3 µg/m3 µg/m3

1 19.2.18 56 28 8.9 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

2 20.2.18 55 27.5 8.6 13 <0.1 <5.0 <0.1 <0.1 <5.0

3 25.2.18 55.9 27.95 6.9 11.5 <0.1 <5.0 <0.1 <0.1 <5.0

4 26.2.18 57.8 28.9 9.1 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

5 3.3.18 57 28.5 10.1 14.9 <0.1 <5.0 <0.1 <0.1 <5.0

6 4.3.18 59 29.5 10 13.4 <0.1 <5.0 <0.1 <0.1 <5.0

7 9.3.18 61 30.5 8.5 16.3 <0.1 <5.0 <0.1 <0.1 <5.0

8 10.3.18 58 29 7.2 16 <0.1 <5.0 <0.1 <0.1 <5.0

9 15.3.18 65 32.5 7 15.9 <0.1 <5.0 <0.1 <0.1 <5.0

10 16.3.18 69.3 34.65 7.3 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

11 21.3.18 66 33 8.8 15.2 <0.1 <5.0 <0.1 <0.1 <5.0

12 22.3.18 67 33.5 8.9 16.1 <0.1 <5.0 <0.1 <0.1 <5.0

13 27.3.18 68 34 9.8 12.6 <0.1 <5.0 <0.1 <0.1 <5.0

14 28.3.18 63.9 31.95 9.3 13.2 <0.1 <5.0 <0.1 <0.1 <5.0

15 2.4.18 63.7 31.85 7.5 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

16 3.4.18 64 32 7.9 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

17 8.4.18 62 31 7.1 14 <0.1 <5.0 <0.1 <0.1 <5.0

18 9.4.18 57 28.5 8.6 14.9 <0.1 <5.0 <0.1 <0.1 <5.0

19 14.4.18 59.6 29.8 7.6 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

20 15.4.18 65.8 32.9 8.8 16.2 <0.1 <5.0 <0.1 <0.1 <5.0

21 20.4.18 66.4 33.2 9.6 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

22 21.4.18 61.5 30.75 9.8 12.7 <0.1 <5.0 <0.1 <0.1 <5.0

23 27.4.18 63.9 31.95 7.2 13.8 <0.1 <5.0 <0.1 <0.1 <5.0

24 28.4.18 64.2 32.1 7.6 13 <0.1 <5.0 <0.1 <0.1 <5.0

25 3.5.18 67.6 33.8 8.9 14.3 <0.1 <5.0 <0.1 <0.1 <5.0

26 4.5.18 63.1 31.55 8.1 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

27 9.5.16 60.5 30.25 6.9 14.7 <0.1 <5.0 <0.1 <0.1 <5.0

28 10.5.16 59.5 29.75 8.5 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 69.3 34.65 10.1 16.3 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 55 27.5 6.9 11.5 <0.1 <5.0 <0.1 <0.1 <5.0

Average 62.06 31.03 8.38 14.23 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 68.598 34.299 10.046 16.246 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Byana Khera (AAQM2)


µg/m3 µg/m3 µg/m3 µg/m3 mg/m3 µg/m3 µg/m3 µg/m3 µg/m3

1 19.2.18 53.6 26.8 8.5 13.8 <0.1 <5.0 <0.1 <0.1 <5.0

2 20.2.18 52 26 7.7 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

3 25.2.18 51 25.5 7.5 13.9 <0.1 <5.0 <0.1 <0.1 <5.0

4 26.2.18 53.6 26.8 9.4 14.6 <0.1 <5.0 <0.1 <0.1 <5.0

5 3.3.18 55 27.5 7.3 12.8 <0.1 <5.0 <0.1 <0.1 <5.0

6 4.3.18 64 32 9.6 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

7 9.3.18 65.6 32.8 8.2 14.5 <0.1 <5.0 <0.1 <0.1 <5.0

8 10.3.18 63 31.5 8 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

9 15.3.18 54 27 8.1 16.1 <0.1 <5.0 <0.1 <0.1 <5.0

10 16.3.18 55.8 27.9 7.9 12.9 <0.1 <5.0 <0.1 <0.1 <5.0

11 21.3.18 56.7 28.35 7.8 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

12 22.3.18 64.9 32.45 8.6 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

13 27.3.18 63.9 31.95 9.3 14.8 <0.1 <5.0 <0.1 <0.1 <5.0

14 28.3.18 62.7 31.35 9.1 16 <0.1 <5.0 <0.1 <0.1 <5.0

15 2.4.18 61.8 30.9 9 16.1 <0.1 <5.0 <0.1 <0.1 <5.0

16 3.4.18 54.5 27.25 8.8 14.9 <0.1 <5.0 <0.1 <0.1 <5.0

17 8.4.18 55.6 27.8 9.1 13.2 <0.1 <5.0 <0.1 <0.1 <5.0

18 9.4.18 61.5 30.75 7.9 14 <0.1 <5.0 <0.1 <0.1 <5.0

19 14.4.18 62.3 31.15 8.5 14.3 <0.1 <5.0 <0.1 <0.1 <5.0

20 15.4.18 63.9 31.95 7.7 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

21 20.4.18 64.2 32.1 8.6 15.9 <0.1 <5.0 <0.1 <0.1 <5.0

22 21.4.18 63.8 31.9 7.8 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

23 27.4.18 64.7 32.35 8.5 13.4 <0.1 <5.0 <0.1 <0.1 <5.0

24 28.4.18 56.8 28.4 8.6 12.9 <0.1 <5.0 <0.1 <0.1 <5.0

25 3.5.18 57.9 28.95 9.2 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

26 4.5.18 58 29 9.4 14.6 <0.1 <5.0 <0.1 <0.1 <5.0

27 9.5.16 59.6 29.8 9 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

28 10.5.16 62.9 31.45 7 16 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 65.6 32.8 9.6 16.1 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 51 25.5 7 12.8 <0.1 <5.0 <0.1 <0.1 <5.0

Average 59.40 29.70 8.43 14.46 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 65.222 32.611 9.492 16.1 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Datta (AAQM3)



1 21.2.18 57.9 28.95 6.3 11.6 <0.1 <5.0 <0.1 <0.1 <5.0

2 22.2.18 58.6 29.3 6.9 11.8 <0.1 <5.0 <0.1 <0.1 <5.0

3 27.2.18 60.3 30.15 6.2 11.3 <0.1 <5.0 <0.1 <0.1 <5.0

4 28.2.18 63.9 31.95 6.6 12 <0.1 <5.0 <0.1 <0.1 <5.0

5 5.3.18 64 32 7.2 12.8 <0.1 <5.0 <0.1 <0.1 <5.0

6 6.3.18 65 32.5 7.5 14.5 <0.1 <5.0 <0.1 <0.1 <5.0

7 11.3.18 65.4 32.7 8.3 13 <0.1 <5.0 <0.1 <0.1 <5.0

8 12.3.18 57.3 28.65 8.5 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

9 17.3.18 58.6 29.3 9 13.4 <0.1 <5.0 <0.1 <0.1 <5.0

10 18.3.18 57.3 28.65 9.2 12.4 <0.1 <5.0 <0.1 <0.1 <5.0

11 23.3.18 59.4 29.7 8.9 13.9 <0.1 <5.0 <0.1 <0.1 <5.0

12 24.3.18 61.5 30.75 8.6 12.1 <0.1 <5.0 <0.1 <0.1 <5.0

13 24.3.18 63.7 31.85 7.3 12.9 <0.1 <5.0 <0.1 <0.1 <5.0

14 29.3.18 68 34 7.8 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

15 30.3.18 66.4 33.2 7.1 13.8 <0.1 <5.0 <0.1 <0.1 <5.0

16 4.4.18 65.1 32.55 6.9 13.4 <0.1 <5.0 <0.1 <0.1 <5.0

17 5.4.18 64.8 32.4 6.5 14.2 <0.1 <5.0 <0.1 <0.1 <5.0

18 10.4.18 65.9 32.95 6.2 14.3 <0.1 <5.0 <0.1 <0.1 <5.0

19 11.4.18 67.2 33.6 8.1 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

20 16.4.18 65.3 32.65 8 13.2 <0.1 <5.0 <0.1 <0.1 <5.0

21 17.4.18 58.1 29.05 7.3 11.6 <0.1 <5.0 <0.1 <0.1 <5.0

22 22.4.18 63.4 31.7 7.6 11.8 <0.1 <5.0 <0.1 <0.1 <5.0

23 24.4.18 65 32.5 8.3 11.7 <0.1 <5.0 <0.1 <0.1 <5.0

24 29.4.18 66.8 33.4 8.7 12.4 <0.1 <5.0 <0.1 <0.1 <5.0

25 30.4.18 63.8 31.9 7.9 13 <0.1 <5.0 <0.1 <0.1 <5.0

26 5.5.18 63.7 31.85 7.2 14.4 <0.1 <5.0 <0.1 <0.1 <5.0

27 6.5.18 65.2 32.6 7 12.2 <0.1 <5.0 <0.1 <0.1 <5.0

28 11.5.18 56 28 9.1 12.5 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 68 34 9.2 14.5 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 56 28 6.2 11.3 <0.1 <5.0 <0.1 <0.1 <5.0

Average 62.77 31.39 7.65 12.89 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 67.568 33.784 9.146 14.446 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Dhadgano (AAQM4)



1 19.2.18 53.6 26.8 7.5 11.5 <0.1 <5.0 <0.1 <0.1 <5.0

2 20.2.18 53.1 26.55 8 12.6 <0.1 <5.0 <0.1 <0.1 <5.0

3 25.2.18 55.6 27.8 8.6 13 <0.1 <5.0 <0.1 <0.1 <5.0

4 26.2.18 58.4 29.2 7.9 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

5 3.3.18 57.2 28.6 7.2 12.9 <0.1 <5.0 <0.1 <0.1 <5.0

6 4.3.18 59.3 29.65 8.9 11.2 <0.1 <5.0 <0.1 <0.1 <5.0

7 9.3.18 60.2 30.1 8.4 11.9 <0.1 <5.0 <0.1 <0.1 <5.0

8 10.3.18 61.9 30.95 8.3 11.6 <0.1 <5.0 <0.1 <0.1 <5.0

9 15.3.18 62 31 7.8 12.8 <0.1 <5.0 <0.1 <0.1 <5.0

10 16.3.18 59.3 29.65 7.6 13.9 <0.1 <5.0 <0.1 <0.1 <5.0

11 21.3.18 59 29.5 7.4 15.3 <0.1 <5.0 <0.1 <0.1 <5.0

12 22.3.18 58.7 29.35 8.8 15 <0.1 <5.0 <0.1 <0.1 <5.0

13 27.3.18 52 26 8 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

14 28.3.18 61.5 30.75 8.1 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

15 2.4.18 60.9 30.45 8.6 12 <0.1 <5.0 <0.1 <0.1 <5.0

16 3.4.18 61.4 30.7 7.3 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

17 8.4.18 55.6 27.8 7.8 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

18 9.4.18 56.4 28.2 7.2 15 <0.1 <5.0 <0.1 <0.1 <5.0

19 14.4.18 59.7 29.85 8.5 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

20 15.4.18 59 29.5 8.3 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

21 20.4.18 53.8 26.9 7.9 14.9 <0.1 <5.0 <0.1 <0.1 <5.0

22 21.4.18 54 27 8.6 14.6 <0.1 <5.0 <0.1 <0.1 <5.0

23 27.4.18 53.7 26.85 8.1 14.2 <0.1 <5.0 <0.1 <0.1 <5.0

24 28.4.18 61.7 30.85 8.7 15.1 <0.1 <5.0 <0.1 <0.1 <5.0

25 3.5.18 62 31.15 8.8 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

26 4.5.18 58.6 29.3 8.5 13.3 <0.1 <5.0 <0.1 <0.1 <5.0

27 9.5.16 58 29 7.3 12.8 <0.1 <5.0 <0.1 <0.1 <5.0

28 10.5.16 57 28.5 7.4 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 62 31.15 8.9 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 52 26 7.2 11.2 <0.1 <5.0 <0.1 <0.1 <5.0

Average 58.00 29.00 8.05 13.51 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 62.138 31.069 8.846 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Gurana (AAQM5)



1 21.2.18 58.3 29.15 8.9 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

2 22.2.18 58.5 29.25 9.3 14 <0.1 <5.0 <0.1 <0.1 <5.0

3 27.2.18 56 28 11 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

4 28.2.18 59.6 29.8 8.6 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

5 5.3.18 59.2 29.6 12.6 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

6 6.3.18 60.3 30.15 12.5 14.9 <0.1 <5.0 <0.1 <0.1 <5.0

7 11.3.18 63.6 31.8 13 15.3 <0.1 <5.0 <0.1 <0.1 <5.0

8 12.3.18 65.9 32.95 8.8 17.2 <0.1 <5.0 <0.1 <0.1 <5.0

9 17.3.18 65 32.5 9.5 18.4 <0.1 <5.0 <0.1 <0.1 <5.0

10 18.3.18 66 33 9.7 18.3 <0.1 <5.0 <0.1 <0.1 <5.0

11 23.3.18 64.3 32.15 9.8 17.3 <0.1 <5.0 <0.1 <0.1 <5.0

12 24.3.18 62 31 10.2 15 <0.1 <5.0 <0.1 <0.1 <5.0

13 24.3.18 63.9 31.95 10.9 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

14 29.3.18 65.3 32.65 11.8 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

15 30.3.18 61.9 30.95 11.2 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

16 4.4.18 58.3 29.15 11.2 15.8 <0.1 <5.0 <0.1 <0.1 <5.0

17 5.4.18 58 29 8.8 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

18 10.4.18 57.4 28.7 9.2 14.6 <0.1 <5.0 <0.1 <0.1 <5.0

19 11.4.18 57.1 28.55 9.3 13.8 <0.1 <5.0 <0.1 <0.1 <5.0

20 16.4.18 60.9 30.45 12.4 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

21 17.4.18 65.9 32.95 11.8 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

22 22.4.18 63.8 31.9 11.2 15.2 <0.1 <5.0 <0.1 <0.1 <5.0

23 24.4.18 59.7 29.85 10.8 15 <0.1 <5.0 <0.1 <0.1 <5.0

24 29.4.18 59.2 29.6 10.1 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

25 30.4.18 59.1 29.55 10 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

26 5.5.18 63.8 31.9 8.6 17.8 <0.1 <5.0 <0.1 <0.1 <5.0

27 6.5.18 65.6 32.8 9.6 17.5 <0.1 <5.0 <0.1 <0.1 <5.0

28 11.5.18 61.8 30.9 10.3 17.2 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 66 33 13 18.4 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 56 28 8.6 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

Average 61.44 30.72 10.40 15.87 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 65.946 32.973 12.784 18.346 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Lohari Ragho (AAQM6)



1 23.2.18 55 27.5 7.9 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

2 24.2.18 59.3 29.65 8 11.9 <0.1 <5.0 <0.1 <0.1 <5.0

3 1.3.18 53 26.5 8.9 12.6 <0.1 <5.0 <0.1 <0.1 <5.0

4 2.3.18 54.6 27.3 7.1 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

5 7.3.18 56.3 28.15 7.5 13 <0.1 <5.0 <0.1 <0.1 <5.0

6 8.3.18 60.9 30.45 8.6 17.4 <0.1 <5.0 <0.1 <0.1 <5.0

7 13.3.18 61 30.5 8.4 17 <0.1 <5.0 <0.1 <0.1 <5.0

8 14.3.18 55 27.5 9.3 17.3 <0.1 <5.0 <0.1 <0.1 <5.0

9 19.3.18 55.9 27.95 9.9 15 <0.1 <5.0 <0.1 <0.1 <5.0

10 20.3.18 54.9 27.45 10 16.2 <0.1 <5.0 <0.1 <0.1 <5.0

11 25.3.18 60.3 30.15 9.8 15.9 <0.1 <5.0 <0.1 <0.1 <5.0

12 26.3.18 59.3 29.65 7.1 15.5 <0.1 <5.0 <0.1 <0.1 <5.0

13 31.3.18 55.1 27.55 8.8 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

14 1.4.18 59.2 29.6 7.5 12.3 <0.1 <5.0 <0.1 <0.1 <5.0

15 6.418 58.4 29.2 7.8 13.5 <0.1 <5.0 <0.1 <0.1 <5.0

16 7.4.18 58 29 9.8 14.8 <0.1 <5.0 <0.1 <0.1 <5.0

17 12.4.18 57 28.5 9.2 14.2 <0.1 <5.0 <0.1 <0.1 <5.0

18 13.4.18 56.2 28.1 8.7 15.2 <0.1 <5.0 <0.1 <0.1 <5.0

19 18.4.18 56.9 28.45 13 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

20 19.4.18 57.6 28.8 9.3 16.4 <0.1 <5.0 <0.1 <0.1 <5.0

21 25.4.18 56.3 28.15 9.7 17.1 <0.1 <5.0 <0.1 <0.1 <5.0

22 26.4.18 58.4 29.2 9.5 16.2 <0.1 <5.0 <0.1 <0.1 <5.0

23 1.5.18 60 30 7.6 15.8 <0.1 <5.0 <0.1 <0.1 <5.0

24 2.5.18 58.3 29.15 7.8 15 <0.1 <5.0 <0.1 <0.1 <5.0

25 7.5.18 57.6 28.8 9.9 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

26 8.5.18 59.6 29.8 9.5 17.5 <0.1 <5.0 <0.1 <0.1 <5.0

27 13.5.18 59.8 29.9 10 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

28 14.5.18 58.3 29.15 8.6 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 61 30.5 13.0 17.5 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 53 26.5 7.1 11.9 <0.1 <5.0 <0.1 <0.1 <5.0

Average 57.58 28.79 8.81 15.30 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 60.946 30.473 10.146 17.446 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Masudpur (AAQM7)



1 21.2.18 51 25.5 10.5 14.3 <0.1 <5.0 <0.1 <0.1 <5.0

2 22.2.18 52.9 26.45 11.6 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

3 27.2.18 53.9 26.95 12.2 14.6 <0.1 <5.0 <0.1 <0.1 <5.0

4 28.2.18 55.9 27.95 12 15.2 <0.1 <5.0 <0.1 <0.1 <5.0

5 5.3.18 56.7 28.35 13 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

6 6.3.18 57.3 28.65 13.2 17.3 <0.1 <5.0 <0.1 <0.1 <5.0

7 11.3.18 58.1 29.05 9.2 18.6 <0.1 <5.0 <0.1 <0.1 <5.0

8 12.3.18 50.2 25.1 8.9 19.6 <0.1 <5.0 <0.1 <0.1 <5.0

9 17.3.18 49 24.5 10.2 18.3 <0.1 <5.0 <0.1 <0.1 <5.0

10 18.3.18 59.7 29.85 12.5 13.2 <0.1 <5.0 <0.1 <0.1 <5.0

11 23.3.18 60.8 30.4 11.2 14.2 <0.1 <5.0 <0.1 <0.1 <5.0

12 24.3.18 61.5 30.75 11.9 14.8 <0.1 <5.0 <0.1 <0.1 <5.0

13 24.3.18 62.2 31.1 12.3 15.3 <0.1 <5.0 <0.1 <0.1 <5.0

14 29.3.18 64 32 9.5 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

15 30.3.18 60.2 30.1 9.8 16.2 <0.1 <5.0 <0.1 <0.1 <5.0

16 4.4.18 59 29.5 10.6 17.8 <0.1 <5.0 <0.1 <0.1 <5.0

17 5.4.18 57.6 28.8 10.8 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

18 10.4.18 56.2 28.1 12.7 14.2 <0.1 <5.0 <0.1 <0.1 <5.0

19 11.4.18 56 28 13.1 18.5 <0.1 <5.0 <0.1 <0.1 <5.0

20 16.4.18 59.4 29.7 12.7 17.6 <0.1 <5.0 <0.1 <0.1 <5.0

21 17.4.18 60.2 30.1 11.1 18.2 <0.1 <5.0 <0.1 <0.1 <5.0

22 22.4.18 61.2 30.6 11 15.4 <0.1 <5.0 <0.1 <0.1 <5.0

23 24.4.18 59.8 29.9 12.5 16.3 <0.1 <5.0 <0.1 <0.1 <5.0

24 29.4.18 57.6 28.8 13 17.8 <0.1 <5.0 <0.1 <0.1 <5.0

25 30.4.18 55.9 27.95 10.9 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

26 5.5.18 57.3 28.65 11.8 15 <0.1 <5.0 <0.1 <0.1 <5.0

27 6.5.18 59.4 29.7 10.2 14.5 <0.1 <5.0 <0.1 <0.1 <5.0

28 11.5.18 60.8 30.4 9.4 13.6 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 64 32 13.2 19.6 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 49 24.5 8.9 13.2 <0.1 <5.0 <0.1 <0.1 <5.0

Average 57.64 28.82 11.35 16.15 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 63.028 31.514 13.146 19.06 <0.1 <5.0 <0.1 <0.1 <5.0

Ambient Air Quality at Moth (AAQM8)



1 23.2.18 49.3 24.65 7.9 14.5 <0.1 <5.0 <0.1 <0.1 <5.0

2 24.2.18 50.6 25.3 8.5 14 <0.1 <5.0 <0.1 <0.1 <5.0

3 1.3.18 55.8 27.9 8.8 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

4 2.3.18 54.5 27.25 9.5 15.6 <0.1 <5.0 <0.1 <0.1 <5.0

5 7.3.18 54 27 9.9 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

6 8.3.18 57.3 28.65 10.1 17.2 <0.1 <5.0 <0.1 <0.1 <5.0

7 13.3.18 59.1 29.55 10.3 17 <0.1 <5.0 <0.1 <0.1 <5.0

8 14.3.18 60.9 30.45 7.8 18.9 <0.1 <5.0 <0.1 <0.1 <5.0

9 19.3.18 62 31 7.5 19.7 <0.1 <5.0 <0.1 <0.1 <5.0

10 20.3.18 48.5 24.25 7.1 20.1 <0.1 <5.0 <0.1 <0.1 <5.0

11 25.3.18 47 23.5 8.6 19.7 <0.1 <5.0 <0.1 <0.1 <5.0

12 26.3.18 61.5 30.75 9.7 18.7 <0.1 <5.0 <0.1 <0.1 <5.0

13 31.3.18 59.2 29.6 9 18.2 <0.1 <5.0 <0.1 <0.1 <5.0

14 1.4.18 58.7 29.35 10.2 17.6 <0.1 <5.0 <0.1 <0.1 <5.0

15 6.418 61.9 30.95 9.2 17.3 <0.1 <5.0 <0.1 <0.1 <5.0

16 7.4.18 52.9 26.45 8.1 17.9 <0.1 <5.0 <0.1 <0.1 <5.0

17 12.4.18 53.6 26.8 8.3 16.8 <0.1 <5.0 <0.1 <0.1 <5.0

18 13.4.18 58.6 29.3 8 16.4 <0.1 <5.0 <0.1 <0.1 <5.0

19 18.4.18 59.3 29.65 9 14.7 <0.1 <5.0 <0.1 <0.1 <5.0

20 19.4.18 60.5 30.25 7.1 15.7 <0.1 <5.0 <0.1 <0.1 <5.0

21 25.4.18 48.9 24.45 8.3 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

22 26.4.18 59.3 29.65 9.6 19.8 <0.1 <5.0 <0.1 <0.1 <5.0

23 1.5.18 56.7 28.35 7.6 19.6 <0.1 <5.0 <0.1 <0.1 <5.0

24 2.5.18 49.6 24.8 9.3 17.5 <0.1 <5.0 <0.1 <0.1 <5.0

25 7.5.18 56.1 28.05 9.4 17.9 <0.1 <5.0 <0.1 <0.1 <5.0

26 8.5.18 58.6 29.3 9.2 16.7 <0.1 <5.0 <0.1 <0.1 <5.0

27 13.5.18 56.7 28.35 9.2 18.2 <0.1 <5.0 <0.1 <0.1 <5.0

28 14.5.18 54.8 27.4 7.6 16.9 <0.1 <5.0 <0.1 <0.1 <5.0

Maximum 62 31 10.3 20.1 <0.1 <5.0 <0.1 <0.1 <5.0

Minimum 47 23.5 7.1 13.7 <0.1 <5.0 <0.1 <0.1 <5.0

Average 55.93 27.96 8.74 17.28 <0.1 <5.0 <0.1 <0.1 <5.0

98 %tile 61.946 30.973 10.246 19.938 <0.1 <5.0 <0.1 <0.1 <5.0

ANNEXURE-III

Annexure-III

Safety Policy

ANNEXURE-IV

Annexure-IV

Plant Layout

ANNEXURE-V

Annexure-V

Press Notification Widely Circulated in Newspapers On 19/08/2018, Viz. “The Tribune”, English

Daily & “Punjab Kesari” In Hindi Daily

ANNEXURE-VI

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Proceedings of the public hearing conducted on 27.09.2018 as per EIA notification 2006 (amended to date) in connection with the application filed by M/s Hindustan Petroleum Corporation Ltd, for obtaining Environmental Clearance for the proposed POL Depot at Village Datta, Tehsil Hansi, District Hisar in the state of Haryana.

Details of the proposed project: M/s Hindustan Petroleum Corporation Limited (HPCL) has proposed to construct a petroleum and oil storage depot along with receipt pipeline at village Datta, Hansi Tehsil, District Hisar, Haryana.

Details of the Public Hearing:

Date & Time: 27.09.2018 at 1130 AM Venue: HPCL Project Site, village Datta, Tehsil-Hansi, District Hisar, Haryana Chairman: Sh. A S Mann, Additional Deputy Commissioner, Hisar (on Behalf of Deputy Commissioner Hisar)

Officers attended the Public Hearing on 27.09.2018:

1. Sh. A. S. Mann Addl. Deputy Commissioner (ADC) Hisar District.

2. Sh. Bhupender Rinwa Regional Officer Haryana State Pollution Control Board (HSPCB) Hisar Region.

3. Sh. Vikash Hooda Junior Environmental Engineer Haryana State Pollution Control Board Hisar Region.

HPCL Officials :

1. Sh. Amitava Mukhopadhyay, General Manager-PD&E, HQO, Mumbai 2. Sh. Raj Kumar, General Manager- O&D, North Zone, Delhi 3. Sh. A S Reddy, General Manager-Projects, HQO, Mumbai 4. Sh. Debasish Goswami, DGM-E&P, HQO, Mumbai 5. Sh. Ajay Bhardwaj, DGM-Hisar Retail Region, Hisar 6. Sh Pawan Kumar, Chief Manager-Infrastructure, Chandigarh 7. Sh. S. K. Ishwar, Chief Manager-Project Execution 8. Sh. Pawan Soni, Manager-Project Hisar Site

In addition to the Government Officials of the District Administration, local people from the surrounding villages were present during the Public Hearing.

At the outset, Sh. S K Ishwar (Ch. Manager-HPCL) welcomed all Administrative Officers, Sarpanch of Datta Village, local villagers (Datta & Byanakhera Village), present in the hearing for obtaining Environmental Clearance for the proposed Project under the EIA Notification of MOEF&CC Regional Officer, Pollution Control Board, Hisar welcomed the Addl. Dy. Commissioner (ADC), Hisar and the people from the adjoining villages, who came to attend the Public Hearing of the project in the matter of the application filed by M/s Hindustan Petroleum Corporation Ltd., at Village Datta, Hisar (Haryana) in the office of Member Secretary, SEIAA,

of 4

Panchkula- Haryana. for getting Environmental Clearance under EIA Notification no. 1533 (E) dated 14.09.2006 for the construction of Proposed POL Depot at Village Datta, Tehsil Hansi, District Hisar along with the receipt Pipelines from IPS Barwala. Further formal permission to inaugurate the process of public hearing was granted by the Chairman of the Committee. (Additional Deputy Commissioner) Subject Public Hearing was attended by more than 55 people and Regional Officer-HS-PCB appraised the public present there about the requirement of conducting the public hearing before deciding on the application file by M/s HPCL for getting the said clearance. He also brought into the notice of the public that M/s HPCL had submitted the copies of draft EIA report along with the Executive Summary of the same and a copy of each such document was placed in the following offices for information of the public and other stake holders.

a. Deputy Commissioner, Hisar; b. Chairman, Zila Parishad, Hisar c. Municipal Corporation, District Hisar d. General Manager, District Industries Centre, District Hisar e. Executive Officer, Municipal Corporation Hansi.

He further brought out that a notice of public hearing was published in two prominent

newspapers namely, ‘The Tribune’ (English Daily) and ‘Punjab Kesari’ (Hindi Daily) on

19.08.2018 to make the public aware of the date, time & venue of the public hearing and

about the places/offices where the public could access the draft EIA report and Executive

Summary report before the said hearing. He further explained that the project proponent will

explain the entire details of the project and thereafter, the persons present at the venue may

seek any information or clarifications on the project from the project promoter.

Thereafter, he requested the representative/ Environmental Consultant of the industry to

elaborate about the main features of the project and the draft EIA study report.

The representative from the Project Proponent & their Environmental Consultant (M/s ABC

Techno Labs) explained the details of the proposed plan of the project as follows:

1. Project Location & Description of the Project

2. Salient Features of the Project

3. Baseline Environment Data including Air, Water, Soil Quality and Noise Level

4. Environmental Impacts and Control measures.

5. Environmental Management Plan

6. Environmental Monitoring Plan

7. Safety Features of the Project

8. Disaster Management

9. Cost on Environmental Management Plan

10. Benefits of the Projects

Thereafter, ADC advised the public to put up their queries/clarifications related to the project.

The details of the queries/information/clarifications sought by the people present at the venue

of hearing and the reply given by the project proponent is as under:

of 4

Sl. No. Query asked by Officer/Public

Query/Clarification Reply/Response given by Project Proponent/Officials

1 Sh. Sathyawan, Village -Byanakhera, Hisar

Whether the approach road to the depot would be open as I have given land for approach road and my farm lands are on both sides of approach road

Project proponent explained that the land for the approach road to the depot (from Datta-Byanakhera road) has been taken on long term lease. Construction of roads and other allied facilities will be done as per the safety requirements. However, the villagers of adjoining land whom land has been taken on lease can use this road for internal movement from one side of road to going to otherside of road in their fields with due care and safety through gates being provided in approach road at intervals as per requirement.

2 Sh. Ramesh Kumar Punia, Village- Byanakhera, Hisar

Whether the Tank Trucks will pass through the village-Byanakhera or a bypass road to the village will be constructed after the construction of the depot.

Project proponent explained that the road has already been widened from 3.66mts to 5.5mts by the PWD of State Govt., Haryana. project proponent also informed that PWD B&R Br.Hansi has given intimation that the widening of the said road from 5.5mts to 7.0mts may be taken in near future. speed breakers may be provided at regular intervals in Village Byanakhera.

3 Sh. Kuldeep Punia, Village- Byanakhera, Hisar

7mts widening of the road isn’t sufficient and bypass road is required for village Byanakhera.

Project proponent explained that the matter pertains to the State Govt.

4 Sh. Bhupender Rinwa, HSPCB-Hisar

How the safety will be ensured for the safe operation of the storage tanks.?

Project Proponent explained that the construction of the depot will be done in accordance with Oil Industry Safety Directorate (OISD) guidelines and as per the requirement of Petroleum & Explosive Safety Organization (PESO) norms. Also, the depot will be fully complied with the recommendations of MB Lal Committee (MBLC) and Remote Operated Shut-Off Valves (ROSOV), Foam System, Sprinkler System will be provided on all the Above-Ground tanks, which will ensure that operation of the deport is safe.

5 Sh. A.S.Mann, ADC-Hisar

How the fire safety awareness about the depot will be imparted to the local villagers.?

Project Proponent explained that regular awareness training will be conducted after the commissioning of the depot as per the OISD provision.

6 Sh. Surender, Village-Datta, Hisar

My irrigation water pipeline was crossing through the panchayat land where now, depot is proposed to be constructed by HPCL and I’m requesting to re-route the same outside the depot area.

RO, PCB explained that the query isn’t pertaining to the public hearing for Environmental Clearance. In addition to the above, ADC-Hisar also explained that the subject re-routing work is related to individuals and he may lay the pipeline and claim the subsidy from Govt. as per the rules. ADC further advised Project Proponent to look into the issue. Project proponent clarified that the issue has been brought to their attention for the first time and the issue

ruill be discussed and resolved.7 Sh. Virender, Village

-Datta, HisarWhether there will beany employment/acancy in thecroposed depot for:he local Dattay'illaqers.?

Project Proponent clarified that therroposed depot is the resitement of therld Hisar depot (Near Double Railwayrhatak, Hisar).

I Sh. Virender,Village- Datta, Hisar

Whether there will beany discharge of oil:ontained water into:he surrounding farmands.?

rroject Proponent explained that therroposed depot is only for storage andJistribution of petroleum products andhus the proposed depot is a Zero-)ischarge Depot and the effluents;enerated if any will be contained inside

Regional Officer, PCB-Hisar further requested the persons present at tlre venue of hearingthat if anyone else wants to seek any information/clarification on the proposed project, but noone came fonruard.

The hearing was concluded with vote of thanks to the Additional Deputy Commissioner andthe public present in the hearing.

Haryana State Pollution Control BoardHisar Region

Additional Deputy Cc'mrr;issionerDistrict -Hisar

, d"gronal Ottrcer'rarvana State pr-rllution Control BocroHisa" Re€i,.,,,. HISAR

(BhupAnddr

Regional Officer

Page 4 of 4

ANNEXURE-VII

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