EIA Report for Proposed Expansion Project LPG...

EIA Report for Proposed

Expansion Project

LPG IMPORT FACILITY

Indian Oil Corporation Ltd. (IOCL) At Village: Bhitagarh, Paradip, Tehsil:Kujang,

District: Jagatsinghpur, State: Odisha

August, 2016

EIA Consultant:

GREEN CIRCLE, INC.

Integrated HSEQR Consulting Engineers, Scientists & Trainers (MoEF Recognized Environment Laboratory)

(An ISO: 9001, 14001, NABL: 17025:2005, OHSAS: 18001 Certified Organization & GPCB approved Environment Auditor – Schedule II)

Gujarat High court stay order for QCI NABET No. C/SCA/53121/2016 dated 05.04.2016

Corp. Office & Environmental Research Laboratory: Green Empire (Anupushpam), Above Axis Bank, Nr. Yash Complex, Gotri Road, Vadodara-390 021

(Gujarat) India

www.greencircleinc.com, E: [email protected]

http://www.greencircleinc.com/

GREEN CIRCLE, INC.

Integrated HSEQR Consulting Engineers, Scientists & Trainers

(MoEF Recognized Environment Laboratory)

(An ISO: 9001, 14001, OHSAS: 18001 Certified Organization & GPCB approved Environment Auditor – Schedule II)

Gujarat High court stay order for QCI NABET No. C/SCA/53121/2016 dated 05.04.2016

EIA Certificate

This is to certify that M/s. Green Circle, Inc. Vadodara has

conducted EIA study for “Proposed LPG IMPORT FACILITY,

Bhitagarh, Paradip, Odisha by M/s. Indian Oil Corporation

Limited, for the period of Mid March 2016 to Mid June, 2016.

For: Green Circle Inc;

`

Mr. Pradeep Joshi

Group President & CEO

www.greencircleinc.com E: [email protected]

http://www.greencircleinc.com/

mailto:[email protected]

M/S. INDIAN OIL CORPORATION LTD.

ENVIRONMENTAL IMPACT ASSESSMENT REPORT

REPORT NO.: GCI/V/IOCL/EIA/2016 -2017/Aug/R00

ii

QUALITY CONTROL SHEET

Rev.

No. Date Reason History

Prepared &

compiled By Reviewed By

Approved

by

Validated

by

01 17/08/2016 Final EIA Report AB, SA, DP, RP VKM, VB PJ PJ

PJ: Pradeep Joshi VB: Vikash Bhagat

VKM : Vinit Kumar Mishra SA: Sandhya Agnihotri

AB: Astha Bishnoi DP: Disha Patel

RP: Rahul Patel

Compiled

&

Prepared

by

Astha Bishnoi Sandhya

Agnihotri Disha Patel Rahul Patel

Signature

Reviewed

by Dr. Vinit Kumar Mishra Vikash Bhagat, Asst. Manager, EIA & EE

Signature

& Date

Approved

by Pradeep Joshi, Group President & CEO

Signature

& Date

Released

by Anushree Joshi – Corporate VP

Signature

& Date

Project Team

S. No. Name

1 Mr. Raghav Soni

2 Ms. Shital Parmar

3 Mr. Sudhir Patel

4 Mr. Bharat Patel

5 Mr. Aliasgar Challawala




iii

ACKNOWLEDGEMENT

WE EXPRESS OUR SINCERE THANKS TO MANAGEMENT & EMPLOYEES OF M/s. INDIAN OIL

CORPORATION LIMITED, VILLAGE: BHITAGARH, PARADIP, TEHSIL: KUJANG, DISTRICT:

JAGATSINGHPUR, STATE: ODISHA. FOR THEIR CO-OPERATION & UNSTINTED HELP WITHOUT

WHICH THE EIA REPORT FOR “PROPOSED LPG IMPORT FACILITY”COULD NOT HAVE BEEN

POSSIBLE. THE COURTESY EXTENDED TO OUR TEAM IS HIGHLY APPRECIATED.

DISCLAIMER

The consulting services conducted by Green Circle, Inc. (the “Company”) were performed

using generally accepted guidelines, standards, and/or practices, which the Company

considers reliable. Although the Company performed its consulting services pursuant to

reliable and generally accepted practices in the industry, the Company does not

guarantee or provide any representations or warranties with respect to Client’s use,

interpretation or application of the findings, conclusions, and/or suggestions of the

consulting services provided by the Company. Moreover, the findings, conclusions, and

the suggestions resulting from the consulting service are based upon certain assumptions,

information, documents, and procedures provided by the Customer. AS SUCH, IN NO

EVENT AND UNDER NO CIRCUMSTANCE SHALL THE COMPANY BE LIABLE FOR SPECIAL,

INDIRECT, PUNITIVE OR CONSEQUENTIAL DAMAGES OF ANY NATURE WHATSOEVER,

INCLUDING WITHOUT LIMITATION, ANY LOST REVENUE OR PROFITS OF THE CUSTOMER OR ITS

CUSTOMERS, AGENTS AND DISTRIBUTORS, RESULTING FROM, ARISING OUT OF OR IN

CONNECTION WITH, THE SERVICES PROVIDED BY THE COMPANY. The Customer agrees that

the Company shall have no liability for damages, which may result from Client’s use,

interpretation or application of the consulting services provided by the Company. Client’s

logo has been used for report purpose only.




iv

ABBREVIATIONS

IOCL: Indian Oil Corporation Limited

OSPCB: Odisha State Pollution Control Board

AAQM: Ambient Air Quality Monitoring

BOD: Biochemical Oxygen Demand

COD: Chemical Oxygen Demand

CPCB: Central Pollution Control Board

QRA: Quantitative Risk Assessment

DMP: Disaster Management Plan

EIA: Environmental Impact Assessment

EMP: Environmental Management Plan

IMD: Indian Meteorological Department

KLD: Kilo Liter per day

MoEF: Ministry of Environment & Forest

PM: Particulate Matter

PPE: Personal Protective Equipment

TDS: Total Dissolved Solids

TMTA: Trillion Metric Tons per Annum

VOC: Volatile Organic Compounds

MT: Metric Tons

SEIAA: State Environment Impact Assessment Authority

SEAC: State Expert Appraisal Committee




v

Table of Contents

QUALITY CONTROL SHEET .............................................................................................................. ii ACKNOWLEDGEMENT .................................................................................................................. iii

Executive Summary ......................................................................................................................... 12 Chapter 1. Introduction and Background .................................................................................... 19

1.1. Introduction ...................................................................................................................... 19 1.2. Project Proponent & Their Background ............................................................................ 19 1.3. Project and Its Importance to the Country ......................................................................... 19 1.4. Purpose and Need of EIA ................................................................................................. 20 1.5. EIA Consultant: ................................................................................................................ 20 1.6. Brief Description of Project ............................................................................................... 21 1.7. Statement of Principle ...................................................................................................... 21 1.8. Framework of Assessment ............................................................................................... 21 1.9. Scope of the Work ............................................................................................................ 21 1.10. Objectives of the Study ..................................................................................................... 22 1.11. Methodology Adopted for Environmental Impact Assessment .......................................... 22 1.12. Applicable Environmental Regulatory Framework ............................................................ 23 1.13. Scope of Study ................................................................................................................. 24 1.13.1. Terms of Reference ...................................................................................................... 24 1.14. Structure of the Report ..................................................................................................... 31

Chapter 2. Project Description .................................................................................................... 33 2.1. Introduction ...................................................................................................................... 33 2.2. Type of Project ................................................................................................................. 33 2.3. Capital Investment ............................................................................................................ 33 2.4. Need of the proposed project ........................................................................................... 33 2.5. Purpose of the Study ........................................................................................................ 33 2.6. Project Location ................................................................................................................ 34 2.7. Land Requirement Details ................................................................................................ 37 2.8. Raw Material Requirement ............................................................................................... 39 2.9. Product Details ................................................................................................................. 40 2.10. Manufacturing Process Description .................................................................................. 40 2.10.1. Unloading & Handling facilities at South Oil jetty:.......................................................... 40 2.10.2. Pipeline transfer facilities: ............................................................................................. 40 2.10.3. Receipt & Storage of product at LPG Import Facility: .................................................... 41 2.10.4. Blending & Mercaptan dosing at LPG Import Facility: ................................................... 42 2.10.5. Dispatch from LPG Import Facility: ............................................................................... 42 2.10.6. Utilities: ......................................................................................................................... 42 2.11. Process parameters ......................................................................................................... 43 2.11.1. Unloading & handling facilities at South Oil jetty: ......................................................... 43 2.11.2. Seawater Intake Pumps ................................................................................................ 43 2.11.3. Seawater Heat Exchangers .......................................................................................... 44 2.11.4. Pipeline transfer facilities .............................................................................................. 44 2.11.5. Receipt & Storage facility at LPG Marketing Terminal .................................................. 44 2.11.6. Despatch Facilities at LPG Marketing Terminal ............................................................ 44 2.11.7. Propane / Butane Transfer Pump: ................................................................................ 44 2.12. Space for facilities at South Oil Jetty : .............................................................................. 45 2.12.1. Space for Unloading arms ............................................................................................ 45 2.12.2. Space for Sea water shell and tube heat exchangers: .................................................. 45




vi

2.12.3. Space for Sea water intake pumps: .............................................................................. 45 2.12.4. Space for Electrical panels: .......................................................................................... 45 2.12.5. Space for DG set: ......................................................................................................... 45 2.12.6. Space for Control Room: .............................................................................................. 45 2.12.7. Space for N2 Bottles: .................................................................................................... 45 2.12.8. LPG evacuation pipeline from Import Terminal to Paradip to Durgapur Pipeline ........... 45 2.13. Truck Parking and Movement ........................................................................................... 46 2.14. Utilities & Requirements ................................................................................................... 46 2.14.1. Water Requirements ..................................................................................................... 46 2.14.2. Power Consumption ..................................................................................................... 48 2.14.3. Manpower Requirement ............................................................................................... 49 2.14.4. Hazardous and Solid Waste Generation and Management .......................................... 49 2.15. Environmental Protection Measures ................................................................................. 50 2.15.1. Air Pollution Control Measures ..................................................................................... 50 2.15.2. Water Pollution Control Measures ................................................................................ 50 2.15.3. Noise Pollution Control Measures ................................................................................. 50

Chapter 3. Description of environment ....................................................................................... 51 3.1. Introduction ...................................................................................................................... 51 3.2. Methodology ..................................................................................................................... 51 3.3. Geology ............................................................................................................................ 53 3.4. Topography ...................................................................................................................... 53 3.5. Ground water Scenario ..................................................................................................... 55 3.6. Geomorphology and Soil Types ....................................................................................... 55 3.7. Forest: .............................................................................................................................. 55 3.8. Seismicity ......................................................................................................................... 56 3.9. Land use .......................................................................................................................... 56 3.10. Climate of the Region ....................................................................................................... 57 3.10.1. Regional Meteorology ................................................................................................... 57 3.10.2. Summary of Regional Meteorology ............................................................................... 58 3.10.3. Site Specific Micro Meteorological Data of the Study Area ........................................... 58 3.11. Air Environment ................................................................................................................ 59 3.12. Water Environment ........................................................................................................... 67 3.12.1. Reconnaissance Survey ............................................................................................... 67 3.12.2. Methodology of Monitoring ........................................................................................... 67 3.12.3. Ground Water Quality ................................................................................................... 72 3.13. Noise Environment ........................................................................................................... 75 3.14. Soil Environment .............................................................................................................. 77 3.15. Biological Environment ..................................................................................................... 80 3.16. Socio-Economic Environment ........................................................................................... 85 3.17. Sampling Photos: ............................................................................................................. 96

Chapter 4. Anticipated Environmental Impacts and Mitigation Measures ................................... 98 4.1. Introduction ...................................................................................................................... 98 4.2. Impact during Construction Phase .................................................................................... 98 4.2.1. Impact on Topography and Land-use ........................................................................... 98 4.2.2. Impact on Noise Environment ....................................................................................... 99 4.2.3. Impact on Drainage ...................................................................................................... 99 4.2.4. Impact on Water Environment .................................................................................... 100 4.2.5. Impact on Soil Environment ........................................................................................ 100 4.2.6. Impact on Biological Environment ............................................................................... 100 4.2.7. Impact on Socio-Economic Environment .................................................................... 100 4.2.8. Traffic Volume ............................................................................................................ 100 4.2.9. Impact due to Solid/Hazardous Waste Solid Waste .................................................... 101




vii

4.3. Impact during Operation Phase ...................................................................................... 101 4.3.1. Impact on Topography and Land-use ......................................................................... 101 4.3.2. Impact on Air Quality & Fugitive Emission .................................................................. 101 4.3.3. Impact on Water Environment .................................................................................... 102 4.3.4. Impact due to Solid Waste .......................................................................................... 102 4.3.5. Impact on Noise Levels .............................................................................................. 102 4.3.6. Impact on Biological Environment ............................................................................... 102 4.3.7. Impact on Socio-economic Environment ..................................................................... 103 4.4. Action Plan for Green Belt Development ........................................................................ 103 4.5. Conclusion ..................................................................................................................... 103

Chapter 5. Environmental Monitoring Programme .................................................................... 104 5.1. Prelude ........................................................................................................................... 104 5.2. Implementation Schedule of Monitoring Measures ......................................................... 104 5.3. Environmental Monitoring ............................................................................................... 105 5.3.1. Monitoring and Reporting Procedure .......................................................................... 105 5.3.2. Air Pollution and Meteorological Aspects .................................................................... 105 5.3.3. Water and Waste Water Quality ................................................................................. 105 5.3.4. Noise Levels ............................................................................................................... 105 5.4. Cost Provision for Environmental Measures ................................................................... 105 5.4.1. Cost Estimates ........................................................................................................... 106

Chapter 6. Environment Management Plan .............................................................................. 108 6.1. Introduction .................................................................................................................... 108 6.2. Environment, Health and Safety (EHS) .......................................................................... 108 6.3. Environmental Objectives ............................................................................................... 108 6.4. Implementation ............................................................................................................... 109 6.5. EMP for Construction Phase .......................................................................................... 109 6.6. Completion of Construction Activity – Restoration .......................................................... 115 6.7. EMP for Operational Phase ............................................................................................ 115 6.8. Additional Mitigation Measures ....................................................................................... 119 6.9. Vehicle Parking & Management Plan ............................................................................. 120 6.10. Green Belt Development ................................................................................................ 121 6.11. Safety measures to prevent the Occupational Health Hazards ....................................... 123 6.12. Social welfare measures for future planning ................................................................... 124 6.13. Summary of Environment Management Plan and Actions .............................................. 124 6.14. Conclusions .................................................................................................................... 127

Chapter 7. Project Benefits ...................................................................................................... 128 7.1. Introduction .................................................................................................................... 128 7.2. Improvement in the Social Infrastructure ........................................................................ 128 7.3. CSR Activities ................................................................................................................ 128 7.4. Economic Development .................................................................................................. 128 7.5. Employment Potential..................................................................................................... 129

Chapter 8. Conclusion .............................................................................................................. 130 Chapter 9. Declaration by Experts ............................................................................................ 131




viii

List of Tables

Table 2.1 Environment setting of the proposed project .................................................................. 34 Table 2.2 Area Details ................................................................................................................... 37 Table 2.3 Design Basis of Raw Materials ....................................................................................... 39 Table 2.4 Detail of Proposed Products ........................................................................................... 40 Table 2.5 Water Requirement & Wastewater Generation ............................................................... 47 Table 2.6 Source of Electricity ....................................................................................................... 48 Table 2.7 Fuel Requirement........................................................................................................... 49 Table 2.8 Employment Requirement .............................................................................................. 49 Table 3.1 Environmental Attributes & Frequency of Monitoring ...................................................... 51 Table 3.2 Regional climatic conditions (March 2015 to February 2016) ......................................... 57 Table 3.3 Site specific climatic conditions ...................................................................................... 58 Table 3.4 Ambient Air Quality Monitoring Location ......................................................................... 60 Table 3.5 Ambient Air Quality Monitoring Results (24-hour average) ............................................. 61 Table 3.6 National Ambient Air Quality Standards (CPCB), ........................................................... 63 Table 3.7 Sampling locations of surface water ............................................................................... 67 Table 3.8 Sampling locations of ground water ............................................................................... 68 Table 3.9 Analysis Result of Surface Water samples ..................................................................... 69 Table 3.10 Analysis Result of Ground Water Samples ................................................................... 72 Table 3.11 Sampling locations of Noise ......................................................................................... 75 Table 3.12 Status of Noise within the study area ........................................................................... 76 Table 3.13 Applicable Noise Standards ......................................................................................... 77 Table 3.14 Soil sampling locations ................................................................................................. 78 Table 3.15 Soil Analysis ................................................................................................................. 79 Table 3.16 List of Plants in Study Area .......................................................................................... 81 Table 3.17 List of Medicinal Plants from study Area ....................................................................... 83 Table 3.18 List of Species wise catch study Area .......................................................................... 84 Table 3.19 Village-wise details of Population ................................................................................. 86 Table 3.20 Social Distribution ........................................................................................................ 88 Table 3.21 Literacy Rate ................................................................................................................ 90 Table 3.22 Employment Scenario .................................................................................................. 93 Table 5.1 Implementation Pollution Control Measures ................................................................. 104 Table 6.1 Pasquill stability classes .................................................... Error! Bookmark not defined. Table 6.2 Fatal Radiation Exposure Level ......................................... Error! Bookmark not defined. Table 6.3 Fatal Radiation Exposure Level (Details) .......................... Error! Bookmark not defined. Table 6.4 Over Pressure Damage Criteria with Damage To People.. Error! Bookmark not defined. Table 6.5 Over Pressure Damage Criteria with Mechanical Damage To Equipments .............. Error!

Bookmark not defined. Table 6.6 Damage Distances for existing bullets............................... Error! Bookmark not defined. Table 6.7 Damage Distances for proposed bullets ............................ Error! Bookmark not defined. Table 8.1 Action plan for proposed trees in tree plantation area .................................................. 122 Table 8.2 Environmental Management Plan Matrix ...................................................................... 124 Table 11.1 EIA Team Members ................................................................................................... 131




ix

List of Figures

Figure 1.1 Flow Chart of Methodology of EIA ................................................................................. 23 Figure 2.1 Location map of project site .......................................................................................... 35 Figure 2.2 Google Map of Project Site (250 m) .............................................................................. 36 Figure 2.3 Google Map of Industries (5 & 10 km) ........................................................................... 36 Figure 2.4 Layout Plan of proposed project .................................................................................... 39 Figure 2.5 Layout Plan of proposed project .................................................................................... 41 Figure 2.6 Process Schematic Diagram with Vapour Handling System .......................................... 43 Figure 2.7 Tank Truck Parking Area .............................................................................................. 46 Figure 2.8 Water Balance Diagram ................................................................................................ 48 Figure 3.1 Toposheet of Project Site .............................................................................................. 54 Figure 3.2 Land Use Map of the Study Area (10 km Radial Zone) ................................................. 56 Figure 3.3 Wind rose diagram of the study area............................................................................. 59 Figure 3.4 Air Monitoring Location Map ......................................................................................... 61 Figure 3.5 Statistical Comparison of PM 10 in study area .............................................................. 65 Figure 3.6 Statistical Comparison of PM 2.5 in study area ............................................................. 66 Figure 3.7 Statistical Comparison of SO2 in study area .................................................................. 66 Figure 3.8 Statistical Comparison of NOx in study area ................................................................. 67 Figure 3.9 Surface and ground water Monitoring Location Map ..................................................... 68 Figure 3.10 Noise Monitoring Location Map ................................................................................... 76 Figure 3.11 Soil Monitoring Location Map ...................................................................................... 78 Figure 3.12 Villages within 10 km radius ........................................................................................ 86 Figure 3.13 Demography of the project area .................................................................................. 88 Figure 3.14 Social Distribution of project area ................................................................................ 90 Figure 3.15 Literacy Rate of the project area ................................................................................. 92 Figure 3.16 Employment Scenario ................................................................................................. 95 Figure 3.17 Baseline monitoring Photographs ............................................................................... 96 Figure 3.18 Baseline monitoring Photographs ............................................................................... 97 Figure 6.1 Methodology adopted for the study .................................. Error! Bookmark not defined. Figure 6.2 Event Tree for continuous release without rain-out (from PHAST) ..Error! Bookmark not

defined. Figure 6.3 Event Tree for Instantaneous release without rain-out (from PHAST) ... Error! Bookmark

not defined. Figure 6.4 Event Tree for continuous release with rain-out (from PHAST) .......Error! Bookmark not

defined. Figure 6.5 Event Tree for Instantaneous release with rain-out (from PHAST) ..Error! Bookmark not

defined. Figure 6.6 Flash Fire Envelope in case of 25mm leak of Mounded bullet-1 ......Error! Bookmark not

defined. Figure 6.7 Flash Fire Envelope in case of 25mm leak of Mounded bullet-1 ......Error! Bookmark not

defined. Figure 6.8 Flash Fire Envelope in case of catastrophic rupture of Mounded bullet-1 ................ Error!

Bookmark not defined. Figure 6.9 Flash Fire Envelope in case of catastrophic rupture of Mounded bullet-1 ................ Error!

Bookmark not defined. Figure 6.10 Intensity Radii for Jet Fire in case of 25mm leak of Mounded bullet-1 . Error! Bookmark

not defined. Figure 6.11 Intensity Radii for Jet Fire in case of 25mm leak of Mounded bullet-1 . Error! Bookmark

not defined.




x

Figure 6.12 Intensity Radii for fireball in case of catastrophic rupture of Mounded bullet-1 ...... Error! Bookmark not defined.


Figure 6.14 Overpressure results for 25mm leak of Mounded bullet-1 .............Error! Bookmark not defined.


Figure 6.16 Overpressure results for catastrophic rupture of Mounded bullet-1 ..... Error! Bookmark not defined.


Figure 6.18 Flash Fire Envelope in case of 25mm leak of Mounded bullet-2 ....Error! Bookmark not defined.


Figure 6.20 Flash Fire Envelope in case of catastrophic rupture of Mounded bullet-2 .............. Error! Bookmark not defined.


Figure 6.22 Intensity Radii for Jet Fire in case of 25mm leak of Mounded bullet-2 . Error! Bookmark not defined.





Figure 6.27 verpressure results for 25mm leak of Mounded bullet-2 . Error! Bookmark not defined. Figure 6.28 Overpressure results for catastrophic rupture of Mounded bullet-2 ..... Error! Bookmark

not defined. Figure 6.29 Overpressure results for catastrophic rupture of Mounded bullet-2 ..... Error! Bookmark

not defined. Figure 6.30 Flash Fire Envelope in case of 25mm leak of Mounded bullet-3 ....Error! Bookmark not

defined. Figure 6.31 Flash Fire Envelope in case of 25mm leak of Mounded bullet-3 ....Error! Bookmark not

defined. Figure 6.32 Flash Fire Envelope in case of catastrophic rupture of Mounded bullet-3 .............. Error!

Bookmark not defined. Figure 6.33 Flash Fire Envelope in case of catastrophic rupture of Mounded bullet-3 .............. Error!

Bookmark not defined. Figure 6.34 Intensity Radii for Jet Fire in case of 25mm leak of Mounded bullet-3 . Error! Bookmark

not defined. Figure 6.35 Intensity Radii for Jet Fire in case of 25mm leak of Mounded bullet-3 . Error! Bookmark

not defined. Figure 6.36 Intensity Radii for fireball in case of catastrophic rupture of Mounded bullet-3 ...... Error!

Bookmark not defined. Figure 6.37 Intensity Radii for fireball in case of catastrophic rupture of Mounded bullet-3 ...... Error!

Bookmark not defined.




xi






























xii

Figure 8.1 Green Belt Area .......................................................................................................... 123




xiii

List of Annexure

Annexure-I Land Ownership Documents

Annexure-II Revenue Department- Khasara No.

Annexure-III NOC for CRZ

Annexure-IV EC Letter

Annexure-V ToR Letter

Annexure-VI Compliance of EC

Annexure-VII Fire Hydrant Layout

Annexure-VIII Drain Layout

Annexure-IX Animated Computer Model

Annexure-X OISD Standard

Annexure-XI CTO with Compliance

Annexure-XII Cross Country Plan




14

EXECUTIVE SUMMARY

Introduction

Indian Oil Corporation Limited (IOCL), the largest commercial undertaking in India and a Fortune

'Global 500' company, is engaged in the business of refining, transportation and marketing of

petroleum products. As a group, IOCL owns and operates ten refineries in India with a total

capacity of over 1.3 million BPSD. It also owns and operates a wide network of crude & products

pipelines. It has its own Research & Development Centre situated at Faridabad, Haryana, near

New Delhi.

IOCL is planning to expand storage and handling of LPG by setting up LPG Import Facility in the

existing LPG Marketing Terminal premises based on the international supply / Indian demand

scenario of LPG & its constituents (Propane & Butane). Mounded bullets for bulk Butane &

Propane storage (20 Nos. x 2,000 MT) will be set up for storage purpose and dispatched through

pipeline or tank truck to various destinations by road.

Type of Project

The project falls under category „B‟, section 6(b) “Isolated storage & handling of hazardous

chemicals” of EIA notification 2006 and subsequent amendments. Hence Environment Clearance

is applicable to the proposed project.

Location of the Project

The proposed expansion project is located at Plot nos. 240, 241, 254, 256, 257, 258, 253, 255,

243, 245, 246, 247, 248, 249, 259, 260, 236, 237, 239, 242, 187, Khata No- 1&3, Bhitargarh area

of Jagatsinghpur district in Odisha State. The coordinates of site is 20°17‟24”N, 86°37‟40”E.

Capital Investment

The expected cost of the proposed project will be around Rs. 690 Crores. The capital cost for

Environmental management services (EMS) and Pollution control measures (construction and

operation phase) will be Rs.257.0 Lakhs. The annual recurring cost for EMS will be Rs. 24.0

Lakhs.

Size of the project

LPG will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space

for putting up Butane / Propane unloading facility is available. Imported Butane / Propane would

be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane and

Propane will be stored in aboveground mounded storage vessels and sent to market as LPG

after blending of Butane & Propane.

Mounded bullets for bulk Butane & Propane storage (20 Nos. x 2,000 MT) will be set up for

storage purpose and dispatched through pipeline or tank truck to various destinations by road.

Water Requirement

The source of water for the proposed project shall meet through Bore wells. Total water

requirement for the proposed expansion project will be 39.74 m3/d.

The waste water generation and management

9.45 KLD sewage will be treated in existing STP (Capacity-10.5 KLD). Wash water from Floor

washing (0.55 m3/d) will be diverted to sedimentation traps and reused. The sources of waste

water from the proposed terminal are from canteen facilities and office building. The waste water

is treated in sewage treatment plant and is reused for gardening and other activities like toilet




15

flushing and cleaning purposes. Zero discharge is proposed for the terminal project. There is no

process effluents generated. Hence impact on water quality from the proposed project is

insignificant.

Hazardous & Non-Hazardous Waste Generation & Management

Municipal solid waste will be disposed through local bodies. Spent lube oil will be sold to OSPCB

Authorized recyclers. The Management of Hazardous waste will be done as per Hazardous

Waste Management Rules 2008. Solid commercial waste from office building and biodegradable

waste from canteen will be segregated. It is proposed to use the biodegradable waste for the

gardening purpose after vermi composting.

Power requirement

Electricity shall be obtained from Paradip Refinery. HSD shall be used as a fuel for D.G sets.

Fuel Requirement

Sr.

No

Name of

Equipment

Name of Fuel

&

Requirement

Capacity Type of

Emission

Stack Height

(M) from

Ground Level

Stack

Diameter

(M)

1 DG Set HSD & 90 L/hr 2 x 750

KVA

CO2,

NOx,

SOx

9 0.200

2 DG Set HSD & 30 L/hr 320 KVA

CO2,

NOx,

SOx

9 0.150

Manpower Requirements

The manpower requirement for the proposed project will be around 77.

Sr. No. Descriptions Existing Proposed Total

1 Regular Employees 16 8 24

2 Contract workers 18 15 33

3 Security Staff 15 5 20

Total (approx) 49 28 77

Sr. No. Source Existing Proposed

1. Paradip Refinery 881 KVA 319 KVA

2. D.G Set (Stand By) 1 X 750 KVA &

1 X 320 KVA 1 X 750 KVA




16

Greenbelt Development

The area of 73212.26 m2 from the total plot area will be developed for greenbelt along the

boundary of project site with the area of Native species will be identified and planted along the

plant boundary.

Description of the Environment

Study area

The baseline quality of various components of the environment, viz. air, noise, water, and land,

biology, meteorological and socio-economic is assessed within the impact zone of about 10 km

around the proposed site. The present report presents the data collected during the sampling

period of three months during Pre monsoon Season from Mid March, 2016 and Mid June, 2016

as per ToR issued by SEAC, Odisha.

Climate of the study area

The climate of the study area varies with hot summer, cold winter and rainfall. Annual maximum

temperature is 35.7 ºC in the month of May and minimum temperature is 12.0 ºC in the month of

January. Relative humidity of this region is 86% maximum and 70 % minimum.

Seismicity

Study area falls in Zone III in seismic zoning map of India, which is classified as “moderate

damage risk zone”.

Air Environment

AAQM was carried out in 7 locations on 24 hourly average basis as per guidelines of CPCB and

NAAQS within 10 km radius of the study area. PM10 was found in the range of 58.81-79.45 µg/m3

and PM2.5: 23.03 – 38.13 µg/m3. SO2 found in the range of 8.82 to 13.53 µg/m3 and NOx 15.29

to 20.56 µg/m3 and CO: 399.9 to 572.04 mg/m3. Other parameters like VOCs, Heavy metals,

Benzene etc. were found detection limit.

Noise Environment

Noise can be defined as an unwanted sound. A total of 6 locations were identified for ambient

noise monitoring in the study area. The daytime varied from 44.2 dB(A)Leq to 66.8 dB (A) Leq

and night time noise varied of 39.1 dB (A) Leq to 57 dB (A) Leq. Both daytime noise and night

time noise was within the limit.

Water Environment

In order to establish the baseline water quality, 7 ground water and 4 surface water samples

were collected and analyzed in the study area. The analysis result for ground water samples

were within drinking water limit as per IS 10500: 2012. The surface water quality is within class C

as per IS 2296: 1982. Details of analysis result are given in the EIA report.

Soil Quality

Soil samples were collected from 7 locations in the study area and analyzed for physic chemical

characteristics. Soil quality was found to be normal. Details of analysis result are given in the EIA

report.




17

Land Use/Land Cover of the Study Area

Land use pattern of the study area covering 10 km radius includes water bodies, agricultural

land, Fallow land, degraded land, Forest, Degraded forest and Settlements. Details of land use

/land cover classification are given in the EIA report.

Biological Environment

Biological environment includes flora and fauna including aquatic species found in the study area

of 10 km radius.

Flora: The floral composition of the study area is mostly tropical deciduous type. Species include

trees, shrubs and herbs. Some common trees include Bel, Akar Kanta, Sirish, Neem, Mango,

Ashok, Amra, Parul etc. Some common shrubs are Acalypha, Akanda, Sweet Akanda, Karamcha

etc.

Fauna: Fauna includes mammals, reptiles, and birds. Common mammals found in the study area

are Cow, Dog, Goat, Buffalo; reptiles include Tucktoo, Tree Gecko, Wall Lizard, Garden Lizard

etc. Avifauna includes Pied Cuckoo, Indian great red warbler, Golden Plaver etc. Details of flora

and fauna found in the study area are given in the EIA report.

Socio-economic Environment:

Socio-economic data were collected from within 10 km radius of the Project site. These include

35 villages as per census of India 2011. Total population was 69604, out of which male

population is 35720 and female population is 33884 with Sex ratio is 966.6. The total no. of

household was 14793. The total literate population was 53448, male literacy was 29356 and

female literacy was 24092 and literacy rate was 76.79 %.

Anticipated Environmental Impacts & Mitigation Measures

The potential impacts on different environmental components due to the construction and

operation of the proposed project has been assessed.

Impact on Air Environment

No emission is envisaged during the storage & handling of LPG in the Mounded Bullets. LPG will

be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space for putting

up Butane / Propane unloading facility is available. Imported Butane / Propane would be

transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane and


after blending of Butane & Propane. The proposed LPG plant will be operated in a well proven

leak proof system, thus there will no source of emissions from the storage and blending LPG

marketing terminal.

Impact on Noise Environment

The project site is likely to have increase noise level up to 80-90 dB(A) due to the construction

activity but it is likely to be insignificant, reversible and localized in nature and mainly confined to

the day hours. As the proposed Mounded Bullets shall be operated in closed circuit, it is

envisaged that noise environment would remain unaffected during operation of the proposed

facilities.

Impact on Water Environment


requirement for the proposed expansion project will be 39.74 KLD (Existing-27.74 KLD &

Proposed-12 KLD). 9.45 KLD sewage will be treated in existing STP (Capacity-10.5 KLD). Wash




18

water from Floor washing (0.55 m3/d) will be diverted to sedimentation traps and reused. The

sources of waste water from the proposed terminal are from canteen facilities and office building.

The waste water is treated in sewage treatment plant and is reused for gardening and other

activities like toilet flushing and cleaning purposes. Zero discharge is proposed for the terminal

project. The proposed activity does not envisage generation/ disposal of any hazardous or toxic

materials, which could leach down to water table. Hence, impact on the water quality and water

body is not envisaged in the proposed project.

Impact on Land Environment

The project expansion is existing plant, therefore no any settlements and hence the question of

rehabilitation and resettlement does not arise. However, due to labour influx during construction

phase some temporary settlements and dwellings will come up in the area. However, these

temporary impacts will gradually disappear on completion of the project. As the bullets will be

mounded with earth/sand and the operation will be confined in closed, leak proof system, no

impact is envisaged on the topography during operation phase.

Impact on Biological Environment

The probability and consequences of significant ecological impacts occurring as a result of the

operation of the Mounded Bullets/facility are considered to be almost negligible. The risk of any

leakage is almost negligible owing to stringent leak prevention technologies.

Municipal solid waste will be disposed through local bodies. Spent lube oil from D.G. set will be

sold to OSPCB Authorized recyclers. Hence no impact on flora and fauna is envisaged.

Moreover there are no reserve forest and protected areas within 10 km radius. Greenbelt will be

developed which will serve as ecosystem. There will be no effluent discharge in the water body.

Thus there is no impact on the aquatic biota present in vicinity of proposed project.

Impact on Socio-economic Environment

The construction of the proposed expansion project is expected to provide temporary indirect

employment to a good number of skilled and unskilled workers. The project will contribute to the

socio-economic development of the area at the local level in turn reducing migration for

employment. Hence the proposed project will have positive impact on the socio-economic

environment.

Environmental Monitoring Program

Environmental Monitoring Network is designed for construction & operation phase of the project

for monitoring of various environmental quality parameters of air, water, noise, soil etc.

Implementation Schedule of Monitoring Measures

Monitoring should be done as periodically to understand the environmental condition of the site.

The mitigation measures and EMP suggested in the EIA report should be implemented so as to

reduce the impact on environment due to the operations of the proposed project. The detailed

monitoring program is given in the EIA report.

Environmental Management Plan

Environmental Management is basically resource management and environmental planning is

similar to development planning. An Environmental Management Plan (EMP) is prepared to

mitigate and manage various environmental impacts identified. The EMP presents the project

specific guidelines on:

Environmental management strategies




19

Specialized engineering construction procedures in relation to environmental guidelines of

the country

Management of wastes

Air, water and soil quality protection

Noise control

Soil erosion control and slope stabilization

Vegetation, wildlife and habitat protection

Socio-economic and welfare considerations

Risk and disaster management plan

To prepare a checklist for statutory compliance

Budget allocation for Environment management Plan

Environmental Objectives

To adopt construction and operational methods that will limit environmental degradation.

To protect physical environmental components such as air, water and soil.

To conserve terrestrial and aquatic flora and fauna.

To protect historic and cultural sites.

To incorporate the views and perceptions of the local inhabitants in the project.

To generate employment opportunities wherever possible and feasible.

To provide environmental guidelines and stipulations to the construction contractors to

minimize the impact of those activities around the proposed site.

To provide advanced sophisticated safety system to ensure safety of the public at large.

To establish a long term program to monitor effects of the project on the environment.

Project Benefits

The operation of the project will have benefits in the physical infrastructure, social infrastructure

and indirect employment potential in the region. It will create avenues for new opportunities for

indirect employment and can also help diversify the economy.

Improvement in Social Infrastructure

From the very initial stage of the inception of the project, infrastructure development in and

around the project site has kept in consideration. Infrastructure development will be done based

on actual requirement socio-economic development of the region. The infrastructure

development will be rolled out as part of company‟s CSR activity.

CSR Activities

Infrastructural facilities for local people like Educational facilities, Medical facilities,

Transportation facilities etc.

Special health awareness camp and medical camps for primary check up will be arranged

at least once in a year in nearby villages from health check-ups.

Facilitate schools with toilets, drinking water tanks etc.




20

Save daughter campaigns

Roads passing nearby the proposed plant will be maintained.

Funds will be provided to arrange extracurricular activities for nearby schools.

Tree plantation in rural areas.

Provision of sanitation (toilets) facility at nearby villages.

Risk Assessment and Disaster Management Plan

Quantitative Risk Study has been done to determine the potential risks of major disasters having

damage potential to life and property and provide a scientific basis using PHASTRISK (Version

6.7) software developed by DNV GL. Disaster Management Plan is prepared for identification of

various hazards addressed qualitatively and included in onsite- emergency plan. Details of risk

assessment and disaster management plan are given in the EIA report.

Conclusion

The project proponent will follow all the statutory norms and guidelines as per EPA, 1986

to safeguard environment.

Wastewater generated from the proposed project will be treated in sedimentation traps &

reused. Sewage will be treated in existing STP.

Noise shall be within 75 dB (A) in the industrial premises.

No impact on flora and fauna has been envisaged. There are no reserve forest and eco-

sensitive zones are present within 10 km radius.

The project will generate indirect employment opportunities during construction stage and

also at operational stage. The standard of living of local people due to indirect

employment is likely to be better. The region will get economic boost.

Overall the project will have positive impact for socio-economic and cultural development.




21

CHAPTER 1. INTRODUCTION AND BACKGROUND

1.1. Introduction

The Indian Oil Corporation, a Central Public Sector Undertaking attached to Ministry of

Petroleum and Natural Gas, Govt. of India is planning to expand storage and handling of LPG by

setting up LPG Import Facility in the existing LPG Marketing Terminal premises based on the

international supply / Indian demand scenario of LPG & its constituents (Propane & Butane).



IOCL is the prestigious Fortune 'Global 500' listing Indian company and one of the premier PSUs

engaged in the production and marketing of its products in the country.




1.2. Project Proponent & Their Background

Indian Oil Corporation Limited (IOCL), the largest commercial undertaking in India and a Fortune 'Global 500' company, is engaged in the business of refining, transportation and marketing of petroleum products. As a group, IOCL owns and operates ten refineries in India with a total capacity of over 1.3 million BPSD. It also owns and operates a wide network of crude & products pipelines. It has its own Research & Development Centre situated at Faridabad, Haryana, near New Delhi.

Indian Oil and its subsidiaries account for a 49% share in the petroleum products market, 31%

share in refining capacity and 67% downstream sector pipelines capacity in India. The Indian Oil

Group of companies owns and operates 10 of India's 22 refineries with a combined refining

capacity of 65.7 million metric tonnes per year. In FY 2012 IOCL sold 75.66 million tonnes of

petroleum products and reported a PBT of Rs. 37.54 billion, and the Government of India earned

an excise duty of Rs.232.53 billion and tax of INR10.68 billion.

1.3. Project and Its Importance to the Country

IOCL is has set up (in first phase) new LPG Marketing Terminal at Paradip, Odisha in order to

store and distribute LPG production of IOCL Refinery at Paradip.

In Phase-II, IOCL is planning to expand storage and handling of LPG by setting up LPG Import

Facility in the existing LPG Marketing Terminal premises based on the international supply /

Indian demand scenario of LPG & its constituents (Propane & Butane). Mounded bullets for bulk

Butane & Propane storage (20 Nos. x 2,000 MT) will be set up for storage purpose.

India is presently deficit in LPG and industry is dependent on imports to meet domestic demand.

Total LPG imports for 2011-12 and 2012-13 stood at about 5.8 MMT and 6.3 MMT respectively.

As per projections made by Petroleum Planning & Analysis Cell (PPAC), LPG demand is

projected to grow at a CAGR of 2.6% during XIII Five Year Plan.




22

Year 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22

Demand in

TMT

21831 22597 23271 23868 24342 24770

Considering above demand and available indigenous supply position, the deficit of LPG for the

period 2021-22 is projected as under –

Year 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22

Demand in

TMT

-6635 -6961 -6955 -7262 -7503 -7772

It can be seen that deficit of LPG in the country will be increasing year after year and therefore, sufficient LPG import infrastructure is essentially required to meet the demand. In Eastern Region, we have only one LPG import facility at Haldia which is being stretched to almost double the rated capacity. There is also problem of severe draft as well as jetty availability at Haldia affecting smooth supply of LPG. It is, therefore, proposed to construct LPG Import Facility at Paradip within the existing LPG marketing Terminal premises.

LPG will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space for putting up Butane / Propane unloading facility is available. Imported Butane / Propane would be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane and Propane will be stored in aboveground mounded storage vessels and sent to market as LPG after blending of Butane & Propane.

With increased availability of LPG at Paradip through imports, LPG can be moved through upcoming Paradip-Haldia-Durgapur-Barauni-Patna-Muzaffarpur pipeline to LPG bottling plants in West Bengal and Bihar.

1.4. Purpose and Need of EIA

The EIA is anticipated to make available for the protection, conservation and wise management

of environment through planning and informed decision making. Environmental Impact

Assessment (EIA) is requisite to be carried out only for those categories of projects that are

covered under EIA notification, 2006 (amended time to time) and the criteria for screening have

been provided in the Act. Thus, EIA is fundamentally made applicable to industrial and

developmental projects, which are more likely to have significant environmental impacts.

M/s. Indian Oil Corporation Limited falls in Activity 6(b), category B - Isolation Storage & handling

of Hazardous Chemicals. As per the notification, proposed project will have to obtain

Environmental Clearance from SEIAA or SEAC, govt. of Odisha.

1.5. EIA Consultant:

In view of the above, legal aspect and monitoring work has been carried out for all the

environmental attributes by Green circle Inc. Vadodara.

The draft environmental impact assessment (EIA) and Environmental Management Plan (EMP)

has been prepared based on approved Terms of References (ToRs) by SEIAA/SEAC, Odisha.




23

1.6. Brief Description of Project

Location of the Project




Size of the project

LPG will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space

for putting up Butane / Propane unloading facility is available. Imported Butane / Propane would

be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane and


after blending of Butane & Propane.



1.7. Statement of Principle

The EIA is intended to provide for the protection, conservation and wise management of

environment through planning and informed decision making.

Following are the guiding principles:

To help decision makers to protect, conserve and manage environment according to the

principle of sustainable development, thereby achieving or monitoring human well being,

a healthy environment and a sound economy.

To ensure that the industries consider the effect on the health, economy and culture of

the surrounding communities as well as its impact on the air, land and water.

To ensure communication of information to public.

1.8. Framework of Assessment

Based on the scope of the work and general guidelines, a study area of 10 km around the site

has been taken as the spatial frame for the impact assessment. Temporal frame of assessment

has been chosen to reflect the impacts in two distinct phases of the project namely

Construction phase

Operation phase

1.9. Scope of the Work

EIA study involves three basic components, viz. identification, prediction and evaluation of

impacts. The scope of the EIA study incorporating the ToR obtained from the SEAC; Government

of Odisha is as under:

An intensive reconnaissance and preliminary collection of environmental information to

plan field study.




24

Field studies to collect preliminary information, particularly on the quality of the physical

environment, experienced scientist and engineers will collect the data.

Baseline data generation and characterization of air, water, soil, noise and vegetation in

the 10 km radius area (impact zone) over a period of three months.

A thorough study of the process including provisions for pollution control, and

environmental management that includes prediction of impacts.

Preparation of Environmental Monitoring Program.

Preparation of Environmental Management Plan suggesting suitable method for

mitigating and controlling the pollution levels. Environmental monitoring plan is suggested

for monitoring the pollution loads at various facilities in the premises and to ensure

compliance with the statutory requirement.

1.10. Objectives of the Study

The EIA study shall be aimed to cover the following aspects:

To study Baseline environmental conditions of the study area for air, water, soil, noise,

meteorology.

Evaluation of present environmental status though analysis of generated and collected

baseline data for Pre-Monsoon season.

Assess the probable impact on the Environmental factors due to implementation of the

project with respect to the existing scenario.

Analyze the predicted impact with respect to the regulatory environmental standards.

Develop an Environmental Management Plan, Risk Assessment and Disaster

Management Plan for the proposed project to mitigate the negative significant impacts

that would arise from the proposed project.

Obtained necessary clearance from the regulatory authorities.

1.11. Methodology Adopted for Environmental Impact Assessment

The scope of the study would include a detailed characteristic of environment in the study area

associated with the development of special Economic Zone for various environmental

components. For the purpose of environmental assessment, areas within 10 km radius of the

project have been studied and the following methodology will be adopted. Monitoring and

analyses done as per CPCB /APHA /OSPCB guidelines /relevant IS.




25

PROJECT INITIATION

PRELIMINARY SCAN OF

EXISTING ENVIRONMENT

PRELIMINARY SCAN OF

PROPOSED PROJECT

SELECT ENVIRONMENTAL

INDICATORS

DESCRIBE ENVIRONMENTAL

SETTING

IMPACT EVALUATION

(MODELLING)

ENVIRONMENTAL IMPACT

ASSESSMENT

ENVIRONMENTAL

MANAGEMENT PLAN

FIELD SURVEYS

AND SAMPLING

PRELIMINARY SCAN OF

EXISTING ENVIRONMENT

Figure 1.1 Flow Chart of Methodology of EIA

1.12. Applicable Environmental Regulatory Framework

The proposed project will abide and function under the purview of the following Rules, Acts &

Regulations which are formulated by the government by govt. of India to protect the

environment and development in a sustainable way.

The Water (prevention & Control of Pollution) Act, 1974

The Water (Prevention & Control of Pollution) Cess, Act, 1977

The Air (Prevention & Control of Pollution) Act, 1981

The Environmental (Protection) Act, 1986




26

Environmental Impact Assessment Notification dated 14th September 2006 and

subsequent amendments.

The Hazardous Waste (Management, Handling and Transboundry Movement) Rules,

2008.

The MSIHC (Manufacture, Storage and Import of Hazardous Chemicals) rules 1989

and amendment in 2000

Noise Pollution (Regulation and Control) Rules, 2000 and its amendments

The public Liability Insurance Act, 1991

Accordingly, the project has to comply with the following requirements for establishing the

industry.

Environmental Clearance from SEAC/SEIAA, Odisha as per EIA notification 2006.

Comply with CPCB guidelines for establishing and operating the project.

1.13. Scope of Study

The scope of study is as based on as per the proposed TOR (Terms of Reference) for the

REIA study submitted to MoEF. The EIA report has been prepared based on the same:

1.13.1. Terms of Reference

The State Expert Appraisal Committee, Odisha vide no. 358/SEAC-28, dated 19 May 2016 has

prescribed the following terms of reference (Point wise compliance of the TORs including

index).

Sr.

No.

ToR Points Compliance

1 Executive summary of the project- giving a prima

facie idea of the goals and objectives and significance

other salient features, use of resources etc, of the

project.

It is enclosed in EIA Report

Refer Page No. 14 to 20

2 Project Description and Project Benefits. Refer Chapter 1 & 9, Page No 21

& 205 to 206 of the EIA report

3 Land use details of the site based on satellite

imagery.

Refer section 3.9, Page No 57 to

58 of the EIA report

4 Design details of all the tanks. Refer section 2.10.3, Page No 42

of the EIA report




27

5 Proposal for safety buffer zone (250 m) around the

proposed site with map.

Refer fig. 2.2, Page No 37 of the

EIA report

6 A list of industries within 10 km radius of the project. Refer fig. 2.3, Page No 37 of the

EIA report

7 List of villages/habitations and population within 5

Km.

Refer section 3.16, Page No 86

to 96 of the EIA report

8 Location of national parks and wild life

sanctuary/reserve forests within 10 km radius.

Refer table 2.1, Page No 35 to 36

of the EIA report

9 Animated Computer Model for prospective years

regarding truck/tanker movement from safety and risk

point of view.

Refer Annexure-IX

10 Layout plan with provision of truck/tankers parking

area, Earmarking of area for parking of lorries to

avoid congestion.


of the EIA report

11 Details of the storage as well as technical

specifications with safety aspects & standards.

Refer Annexure-X

12 Site details including satellite imagery for 5 km around

the site.



13 Land use along with maps, vegetation, ecology, flora

& fauna.



14 Demography & socio-economics of the area. Refer section 3.16, Page No 87





28

15 Baseline data collection for air, water and soil for:

i) Ambient air quality monitoring for PM10, PM2.5, SO2

and NOx.

ii) Background levels of hydrocarbons (methane &

non-methane HC) and VOCs.

III) Soil sample analysis.

IV) Base line underground and surface water quality

in the vicinity of the project.

v) Climatology & meteorology including wind speed,

wind direction, temperature, rainfall etc.

VI) Measurement of noise levels.

Refer Chapter 3 of the EIA report.

16 Details of water consumption and source of water

supply, waste water generation, treatment and

utilization of treated water generated from the

facilities and effluent disposal and measures for

release of effluent in case of fire.

Refer section 2.14.1, Page No 47


17 Storm water system should have provision to prevent

any unintended substances in the drain to flow out

with storm water.

Refer Annexure-VIII

18 Detailed solid waste generation, collection,

segregation, its recycling and reuse, treatment and

disposal.

Refer section 2.14.4, Page No 50

of the EIA report

19 Details of Vapour Recovery System for the storage

tanks and lorries.

Refer fig. 2.6, Page No 44 of the

EIA report

20 Assessment of impact on air, water. soil,

solid/hazardous waste and noise levels.


21 Details of proposed preventive measures for leakages

and accident.

Refer Annexure-X

22 Adequate width of approach road to avoid congestion

and to have safe exit in emergencies.


of the EIA report

23 Type of seismic zone. Refer section 3.8, Page No 57 of

the EIA report

24

Environmental Management Plan Refer Chapter 8 of the EIA report.




29

25 Risk Assessment & Disaster Management Plan:

i) Identification of hazards

ii) Consequence Analysis

iii) Preventive measures

iv) Risk assessment should also include leakages

during storage, handling, transportation and proposed

measures for risk reduction.

v) Fire and explosion hazard

VI) Risk assessment as per existing guidelines.

Refer Chapter 6 & 7 of the EIA

report.

26 Risk Assessment should also include follow

up/compliance to safety & hazardous material

management facilities: possibly of fire and explosion

accident, risk assessment for accidents at site and its

impact on adjoining area, risk mitigation measures,

disaster management plan; onsite & offsite

emergency plan.


27 OISD-144 Rules should be followed. Refer Annexure-X

28 Gas detection system & monitoring system shall be

provided.

Refer section 7.14.8, Page No


29 Interlocking shut down device (ISD) should be

connected to automatic shutdown & auto operation

fire hydrant network.

Refer section 7.14.8, Page No


30 Action plan for firefighting facility as per OISD 117

norms.

Refer Annexure-X




30

31 Details of proposed Occupational Health Surveillance

program for the employees and other labor.

i) To which chemicals, workers are exposed directly

or Indirectly.

ii) Whether these chemicals are within Threshold

Limit Values (TLV)/Permissible exposure Levels as

per ACGIH recommendation.

iii) What measures company have taken to keep

these chemicals within PEL/TLV.

iv) How the workers are evaluated concerning their

exposure to chemicals during pre-placement and

periodical medical monitoring.

v) What are onsite and offsite emergency plan during

chemical disaster.

vi) Liver function tests (LFT) during pre-placement

and periodical examination.



32 Detail transport route of pipeline corridor. Refer fig. 2.5, Page No 42 of the

EIA report

33 Status of CRZ clearance as creek is nearby. Refer Annexure-III

34 Supporting Land documents. Refer Annexure-I

35 Environmental Monitoring Program Refer Chapter 5 of the EIA report.

36 Any litigation pending against the project and/or any

direction /order passed by any Court of Law against

the project, if so, details thereof.

Not Applicable.

37 Green Belt Development plan in 33% area to be put

in place.






31

38 Corporate Social Responsibility Program to be

formulated based on the results of local socio

economic survey on parameters like access to water,

health status, literacy & sanitation. Demographic

features of the locality to be ascertained. At least 5%

of the total project cost must be dedicated for this

purpose with time bound specific financial

commitment.

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.

ii) Does the Environmental Policy prescribe for

standard operating process/procedures to bring into

focus any infringement I deviation I violation of the

environmental or forest norms /conditions? If so, it

may be detailed in the EIA report.

iii) What is the hierarchical system or Administrative

order of the company to deal with the environmental

issues and for ensuring compliance with the EC

conditions, Details of this system may be given.

iv) Does the company have a system of reporting of

non-compliance /violations of environmental norms to

the Board of Directors of the company and/or

shareholders or stakeholders at large? This reporting

mechanism should be detailed in the EIA report.


of the EIA report

39 Public hearing issues raised and commitments made

by the project proponent on the same should be

included separately in EIA/EMP Report in the form of

tabular chart with financial budget for complying with

the commitments made.

Noted




32

40 A tabular chart with index for point wise compliance of

above ToRs.

The following general points should be noted:

i) All documents should be properly indexed , page

numbered

ii) Period/date of data collection should be clearly

indicated.

iii) The letter/application for environmental clearance

should quote the SEAC file no. and also attach a copy

of the letters as an annexure to the final EIA-EMP

Report.

iv) The Index of the final EIA-EMP report must

indicate the specific chapter and page no. of the EIA-

EMP Report.

v) As per the circular no. J-11011/618/2010-IA II(I),

dated 30 05 2012, certified report of the status of

compliance of the conditions stipulated in the

environmental clearance for the existing operations of

the project, should be obtained from the Regional

Office of Ministry of Environment, Forest and Climate

Change, as may be applicable.

vi) A copy of the Consent to Operate accorded by the

Odisha State Pollution Control Board (OSPCB) for the

existing plant along with point-wise compliance report.

vii) While preparing the EIA report, the instructions for

the proponents and instructions for the consultants

issued by MoEF vide O M. No J-11013/41/2006-IA,II

(I) dated 4th august, 2009 ,which are available on the

website of MoEF should also be followed.

viii) The consultants involved in the preparation of

EIA/EMP report after accreditation with Quality

Council of India (QCI) / National Accreditation Board

of Education and Training (NABET) would need to

include a certificate in this regard in the EIA/EMP

reports prepared by them and data provided by other

organization /Laboratories including their status of

approvals etc.

Noted




33

1.14. Structure of the Report

This EIA report has been prepared on the basis of available on-site primary data

(survey/monitoring) and secondary/literature data. The structure of the EIA Report with

necessary tables, drawings and annexure is as follows:

Executive Summary

It gives insight of the EIA Report and chapters there in:

Chapter 1: Introduction

This chapter provides background information on need of project, need of EIA study and brief

of the project. It also covers the identification of project and project proponent, brief description

of nature, size, location of the project and its importance to the country and to the region.

Chapter 2: Project Description

This chapter deals with the project details of the proposed Project, with type of project, need for

the project, location, size and magnitude of operation including associated activities required by

and for the project, proposed schedule for approval and implementation, including technical

details of raw material, quality and quantity etc. It includes the project layouts and schematic

representations of feasibility drawings which gives information essential for EIA purpose.

Chapter 3: Baseline Environmental status

This chapter presents the existing environmental status of the study area of 10 km around the

proposed project including topography, drainage pattern, water environment, geological,

climate, transport system, land use, flora and fauna, socio-economic aspects, basic amenities

etc. Environmental assessment of the proposed project site in regard to its capability to receive

the proposed new development is also discussed in this Chapter.

Chapter 4: Anticipated Environmental Impacts and Mitigation Measures

This chapter describes the overall impacts of the proposed project activities and underscores

the areas of concern, which need mitigation measures like project location, possible accidents,

project design, project construction, etc. It predicts the overall impact of the proposed project

on different components of the environment viz. Air, Water, Land, Noise, Biological, and Socio-

Economic while giving assessment of significance of impacts taking into consideration the

factors like criteria for determining significance, assigning significance. It gives the details of

irreversible and irretrievable commitments of environmental components.

Chapter 5: Environmental Monitoring Program

This chapter describes technical aspects of monitoring the effectiveness of mitigation

measures (including measurement methodologies, frequency, location, and data analysis,

reporting schedules, emergency procedures, detailed budget and procurement schedules.

Environmental Monitoring Program is implemented during construction and operation phases

of the project. The objective of environmental monitoring Program is to assess the adequacy of

various environmental safeguards and to compare the predicted and actual scenario during

construction and operation phases. This enables suggestion of remedial measures not

foreseen during the planning stage but arising during these phases.




34

Chapter 6: Risk Assessment

Risk Assessment Study is done to determine the potential risks of major disasters having

damage potential to life and property and provide a scientific basis for decision makers to be

satisfied about the safety levels of the facilities to be set up.

Chapter 7: Disaster Management Plan

The Disaster Management Plan is to be related to the identification of various hazards

addressed qualitatively and gives a broad identification of risks involved in the project

operation.

Chapter 8: Project Benefits

This chapter describes about benefits of the project on improvements in the physical

infrastructure, social infrastructure, Employment potential – skilled; semi-skilled and unskilled

other tangible benefits.

Chapter 9: Environmental Management Plan

This chapter describes the inferences drawn from the environmental impact assessment

exercise. It describes the overall impacts of the proposed activities during construction and

operation phases and underscores the areas of concern, which need mitigation measures.

There will be description of EMP cell that remains in operation during construction and

operation phase of the project. It describes responsibilities of the office bearing members of cell

responsible for protection of environment.

Chapter 10: Conclusion

This chapter describes about overall justification for implementation of the project and

explanation on various mitigation measures.

Chapter 11: Disclosure of the Consultant

This chapter describes the names of the Consultant engaged with their brief resume and

nature of Consultancy rendered.




35

CHAPTER 2. PROJECT DESCRIPTION

2.1. Introduction

This chapter highlights the features of existing and proposed IOCL plant with respect to Mounded bullets for bulk Butane & Propane storage, raw material requirement, utilities and services, infrastructure facilities and source of waste generation, their quantity, treatment and safe disposal of the waste.

2.2. Type of Project

The project falls under category „B‟, section 6(b) “Isolated storage & handling of hazardous chemicals” of EIA notification 2006 and subsequent amendments. Hence Environment Clearance is applicable to the proposed project.

2.3. Capital Investment

Total Project cost Rs.690.00 Crores. Construction will be started after the grant of environmental clearance and consent to establish from State Pollution Control Board.

2.4. Need of the proposed project

India is presently deficit in LPG and industry is dependent on imports to meet domestic demand. Total LPG imports for 2011-12 and 2012-13 stood at about 5.8 MMT and 6.3 MMT respectively.

As per projections made by Petroleum Planning & Analysis Cell (PPAC), LPG demand is projected to grow at a CAGR of 2.6% during XIII Five Year Plan.

It can be seen that deficit of LPG in the country will be increasing year after year and therefore, sufficient LPG import infrastructure is essentially required to meet the demand. In Eastern Region, we have only one LPG import facility at Haldia which is being stretched to almost double the rated capacity. There is also problem of severe draft as well as jetty availability at Haldia affecting smooth supply of LPG. It is, therefore, proposed to construct LPG Import Facility at Paradip within the existing LPG marketing Terminal premises.

LPG will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space for putting up Butane / Propane unloading facility is available. Imported Butane / Propane would be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane and Propane will be stored in aboveground mounded storage vessels and sent to market as LPG after blending of Butane & Propane.

2.5. Purpose of the Study

M/s. Indian Oil Corporation Limited is planning to expand storage and handling of LPG by setting up LPG Import Facility in the existing LPG Marketing Terminal premises based on the international supply / Indian demand scenario of LPG & its constituents (Propane & Butane). Mounded bullets for bulk Butane & Propane storage (20 Nos. x 2,000 MT) will be set up for storage purpose to meet the state‟s needs. The site is well connected by road and railways. The site is near to state highway NH-5A (1.7 km) and nearest railway station (2 Km).




36

M/s. Indian Oil Corporation Ltd. (MD) will give in-direct employment to local people based on qualification and requirement. In-direct employment shall generate ancillary business to some extent for the local population. In operation phase, the proposed project would require significant workforce of non-technical and technical persons. Migration of highly education and skilled experience will result in increase of literacy in the surrounding villages.

2.6. Project Location

The proposed expansion project is located at plot nos. 240, 241, 254, 256, 257, 258, 253, 255, 243, 245, 246, 247, 248, 249, 259, 260, 236, 237, 239, 242, 187, Khata No- 1&3, Bhitargarh area of Jagatsinghpur district in Odisha State. The coordinates of site is 20°17‟24”N, 86°37‟40”E. The environmental setting around the proposed site is given in Table-2.1. The location map of the project site is shown in Figure 2.1 & Google map of project site is shown as Figure 2.2.

Table 2.1 Environment setting of the proposed project

Sr. No.

Particulars Details

1. Latitude 20°17‟24”N

2. Longitude 86°37‟40”E

3. Climatic Conditions. Annual Mean Maximum Temperature: 37 °C Annual Mean Minimum Temperature: 23 °C Annual Mean Maximum Rainfall: 1609.4mm

4. Nearest Village Bhitargarh Village (0.60km, SSE)

5. Nearest Town/City Jagatsinghpur (31.5 km, WSW)

6. Nearest Railway Station Paradip Railway Station (2 km, SW)

7. Nearest Hospital Vivekananda Hospital (1.75 km, NW)

8. Nearest School Delhi Public School, Paradip Refinery (1.41km, WNW)

9. Nearest Highway NH-5A (1.7 km, West)

10. Nearest Airport Bhubaneshwar airport (120 km, West)

11. Nearest Water Body River Mahanadi (4.6 km, North)

12. Ecologically sensitive zones within 10-km distance

No Eco sensitive Zone present within 15 km of radius.

13. Historical/ Archaeological places

None within 10 km radius




37

14. National Parks/Wild Life Sanctuary

None within 10 km radius

15. Inter-State Boundary Not Applicable

16. List of Major Industries (within 10 km)

Hindustan Petroleum Corporation Ltd. (0.6 km, SW)

M/s, Cargil oil Ltd. (1.2km, ESE)

IFFCO plant (4.5km, ENE)

South Oil Jetty (5.4km, SE)

IOCL Oil Refinery plant (5.2 km, SW)

Paradeep Phosphates (3.25km, SSW)

SKOL Breweries Ltd. (1.58km, NE)

Bharat Petroleum Corp. Ltd.(0.6km, SSE)

17. Seismic Zone Zone III

Figure 2.1 Location map of project site




38

Figure 2.2 Google Map of Project Site (250 m)

Figure 2.3 Google Map of Industries (5 & 10 km)




39

2.7. Land Requirement Details

The expansion is within the existing premises which are sufficient to accommodate the

proposed expansion in Mounded bullets for bulk Butane & Propane storage (20 Nos. x 2,000

MT) will be set up for storage purpose. Hence no additional land is required to be acquired for

this project. Total Plot area of the plant is 52.70 Acres (213269 m2).

The land area breakup details are given in Table 2.2 and the plant layout is given in Fig: 2.3.

Table 2.2 Area Details

SR.

NO.

DESCRIPTION SIZE AREA (In Sq. Mt)

1. LPG MOUNDED BULLETS (48.2M X

6.0M Ø) 1306 CU.M. EACH.

59 M X 69.2 M 4082.80

2. LPG PUMP / COMP. HOUSE 8.00 M X 45.00 M 360.00

3. PROPANE MOUNDED BULLETS, M-2

& M-3 (92.5M X 7.91M ID) 4410 CU.M.

EACH

99.5 M X 55.0 M 10945.00

4. BUTANE MOUNDED BULLETS, M-4

& M-5 (92.5M X 7.91M ID) 4410 CU.M.

EACH

99.5 M X 55.0 M 10945.00

5. PROPANE/BUTANE MOUNDED

BULLETS, M-6 (92.5M X 8.0M Ø )

4175 CU.M. (FUTURE)

99.5 M X 45.0 M

(NOTE-4)

17910.00

6. PROPANE/BUTANE BLENDING SKID 10.00 M X 20.0 M 200.00

7. TLF-1 & 2 (FUTURE) SHEDS, 8 BAYS

EACH

6.5 X 15.0 X 8 (NOTE-

4)

3120.00

8. COOLING TOWER 1.50 X 1.50 M 2.25.00

9. WEIGH BRIDGE PITLESS (2 NOS.) 3.0 X 16.0 M 96.00

10. OFFICE BUILDING (DOUBLE

STOREY)

25.0 X 10.0 X 2 500.00

11. CAR/SCOOTER PARKING 20.0 X 10.0 M 200.00

12. CANTEEN & AMENITY BLOCK

(DOUBLE STOREY)

11.0 X 12.0 M X 2 264.00

13. STORES 28.0 X 10.0 M 280.00

14. FIRE PUMP / AIR COMP. HOUSE 50.0 X 9.0 M 450.00

15. VAPOUR TRAP 2.00 X 1.00 M 2.00




40

16a

.

FIRE WATER TANK 2 NOS. Ø 22 M X 10 M Ht. 44.00

16b

.

SUB STATION/MCC ROOM 20.0 X 25.0 M 500.00

17. DG SETS ACOUSTIC TYPE 60. X 6.0 M 36.00

18. BORE WELL (2 NOS.) 3.0 X 3.0 M 18.00

19. S&D / CONTROL ROOM / RECORD

ROOM

10.0 X 12.50 M X 2 250.00

20. SECURITY KIOSK OF INNER GATE 3.0 X 3.0 M 9.00

21. WATER TREATMENT PLANT 10.00 X 10.00 M 100.00

22. SECURITY BLOCK, MAIN GATE

WITH WICKET GATE

5.0 X 5.0 M 25.0

23. DRIVERS REST ROOM 11.0 X 1.0 110.0

24. TT PARKING AREA 54 NOS. 9305.91

25. EMERGENCY EXIT GATE 8.0 M WIDE 8.00

26. HIGH MAST TOWERS (9 NOS) 3.0 X 3.0 M 81.00

27. SEWAGE TREATMENT PLANT (2

NOS)

10.0 X 10.0 M 200.00

28. WATER SUMP WITH PUMPING

SYSTEM FROM NALA TO FIRE

WATER TANK

4.0 X 4.0 X 3.0 M 16.00

29. HSD STORAGE FACILITY 20.0 X 15.0 M 300.00

30. LIGHT POST 5.0 M Ø 19.63

31. PIG RECEIVER 33.0 X 34.0 M 1122.00

32. PUMP HOUSE (PROPANE) 8.00 X 24.00 M 192.00

33. GREEN BELT - 73212.26

34. OPEN SPACE AND ROADS/

DRIVEWAYS, ETC

- 78365.4




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Figure 2.4 Layout Plan of proposed project

2.8. Raw Material Requirement

Butane & propane will be imported through sea vessels at South Oil Jetty, transported to LPG Import facility through underground pipeline and stored in mounded type storage vessels. The mass balance for the proposed bottling capacity has been detailed below,

Table 2.3 Design Basis of Raw Materials

Sr. No. Parameter Propane Butane

1.0 Product Specification

1.1 Composition (wt %)

1.1.1 Propane 97 1.3

1.1.2 Iso-Butane 1.3 24.4

1.1.3 N-Butane 0.4 73.6

1.1.4 Other 1.3 0.7




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2.9. Product Details

The existing LPG marketing terminal consists of 3 mounded bullets each of 600 MT capacity for storage of LPG. IOCL is planning expansion of existing LPG Marketing Terminal premises by setting up LPG Import Facility having approx. storage capacity of 20,000 MT Butane and 20,000 MT Propane. In 20 nos. mounded bullets of 2,000 MT capacity each. LPG will be produced by blending of Butane & Propane for subsequent dispatch to other locations through pipeline or road in tank trucks.

Table 2.4 Detail of Proposed Products

Description Existing Capacity Proposed Capacity

Bulk LPG storage facility Mounded bullets: 3 Nos. x 600

MT (1800 MT bulk Storage)

Mounded bullets: 20 Nos. x

2,000 MT (40,000 MT bulk

Butane & Propane Storage)

Size of each tank 6.0 M dia., 48.2 M length 8.0 M dia., 90.5 M length

2.10. Manufacturing Process Description

2.10.1. Unloading & Handling facilities at South Oil jetty:

Each consignment of 10,000 to 20,000 MT refrigerated liquid Propane at -42°C (min.) and Butane at -4°C (min.) shall be unloaded from ship at a rate of 1,000 MT/hr (max.) with the help of ship unloading pumps through two numbers of 14” marine unloading arms. The refrigerated product shall be heated to approx. 15°C by sea water shell and tube heat exchanges & shall be transferred to proposed atmospheric Propane / Butane storage tanks at proposed IOCL LPG Import Facility through 2 nos. 16” transfer lines. Booster Pumps may be used for transfer of Butane and Propane through pipelines.

2.10.2. Pipeline transfer facilities:

Both the 16“lines shall be employed for transfer operation of Propane / Butane from Ship. Mass flow meters shall be provided for mass measurement. Adequate safety measures shall be deployed by way of automation and emergency shutdown of unloading and transfer operations by way of motor operated valves etc. in case of any eventuality. Gas detection and fire fighting facilities as per OISD standards shall be provided.




43

Figure 2.5 Layout Plan of proposed project

2.10.3. Receipt & Storage of product at LPG Import Facility:

The Propane / Butane unloaded from ship will be stored in 20 nos. pressurised mounded storage bullets – 10 nos. each for Propane and Butane. The Mounded Vessels shall be fabricated & installed as per OISD-150.

The mechanical design of storage vessel shall be based on following considerations:

i. Design Code - ASME SEC. VIII or PD - 5500 or equivalent duly approved by PESO. A single code shall be adopted for design, fabrication, and inspection and testing. The specific consideration shall be given to

a) Internal vapour and hydraulic pressure

b) External loadings on the vessel

c) Internal vacuum

ii. Material - The material of construction for bullets shall be IS: 2041 Grade R-355 conforming to design code.




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iii. Design Temperature will be (-)42˚C to (+)55 ˚C.

iv. Design Pressure will be 21 kg/cm2 g.

v. Other Considerations

a) Internal Corrosion Allowance: 1.5 mm (minimum)

b) Radiography: Full

c) Stress Relieving: 100% irrespective of thickness.

d) Earthquake pressure as per IS: 1893

e) Hydro test pressure: As per Design Code

Cathodic protection shall be provided to protect the external surface of the bullet from corrosion.

Fire safe Remote Operated Valve(s) (ROVs) shall be provided on first flange on liquid line(s) at a minimum distance of 3 m from the vessel.

Each vessel has two safety relief valves (SRVs).

Each storage vessel shall have minimum two different types of level indicators and one independent high level switch.

Each vessel will be provided with one pressure and temperature measuring instrument.

2.10.4. Blending & Mercaptan dosing at LPG Import Facility:

Propane being pumped from propane bullets and Butane from butane bullets shall be blended to form LPG in the blending skid.

Blended LPG will be dosed with mercaptan through online automatic dosing system before being sent to market or for pipeline transfer.

2.10.5. Dispatch from LPG Import Facility:

Tank truck Loading:

Blended LPG will be sent to existing LPG truck loading facility where it can be simultaneously loaded in 8 nos. tank trucks in TLF bays. Mass flow meters are already installed in each TLF bay.

Pipeline Transfer:

Blended LPG after mercaptan dosing will also be sent to different LPG bottling plants in West Bengal and Bihar through upcoming Paradip-Haldia-Durgapur-Barauni-Patna-Muzaffarpur pipeline.

2.10.6. Utilities:

Sea water shall be used for heating of Propane and Butane at Jetty with help of sea water pumps of adequate capacity. At LPG Import Facility, cooling water shall be required for cooling of Process pumps. Existing cooling water pumps and cooling towers shall be used for the purpose.




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Instrument air required for pneumatic actuation of remote operated valves and operation of fire fighting deluge valves shall be provided through air compressors along with air dryer & air receiver tank.

Figure 2.6 Process Schematic Diagram with Vapour Handling System

2.11. Process parameters

2.11.1. Unloading & handling facilities at South Oil jetty:

Ship unloading frequency 3 to 4 Ship‟s in a month

Ship parcel size, MT 10,000 to 20,000 (Typical)

Ship berthing time, hrs 25 (Max)

Unloading by 2 Nos of 14” Marine Unloading Arm

Unloading rate, TPH 1,000 (max)

2.11.2. Seawater Intake Pumps

Number

3 Working + 1 S in case of 1000 TPH of Propane

unloading / 2W + 2S in case of 1000 TPH of Butane

/ 3 Working + 1 S in case of 500 TPH Propane and

500 TPH Butane

Type Vertical Submersible

Capacity of each pump m3/hr 1000

Discharge Pressure kg/cm2 (g) 3.0




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2.11.3. Seawater Heat Exchangers

Number

2 Working in case of 1000 TPH of Propane

unloading / 1W + 1S in case of 1000 TPH of Butane

/ 2 Working in case of 500 TPH Propane and 500

TPH Butane

Type Shell and Tube Heat exchanger

Thermal Capacity of each Heat

exchangers 14.25 M kcal /hr for each exchanger

2.11.4. Pipeline transfer facilities

Unloading through 3 Nos of 16” transfer lines

2.11.5. Receipt & Storage facility at LPG Marketing Terminal

Storage Capacity of each Bullet : MT 2,000

No. of Mounded Bullet 10 Propane + 10 Butane

Size 8 m dia x 90.5 m length

(Storing capacity specified above is based on filling up to 85% of vessel diameter.)

2.11.6. Despatch Facilities at LPG Marketing Terminal

Tank Trucks

Loading to Un-insulated road tankers.

Loading temperature, ºC 15 / Ambient

Loading by LPG / Propane / Butane transfer pumps

No. of loading Station Existing 8 bays TLF

Pumping Rate, MT/hr 150

Pipeline Transfer

Loading to

12” dia. Existing LPG transfer pipeline to Refinery

for onward pumping into Paradip-Haldia-Durgapur-

Barauni-Patna-Muzaffarpur pipeline

Loading temperature, ºC 15 / Ambient

Loading by LPG / Propane / Butane transfer pumps

Pumping Rate, MT/hr 400 (Approx.)

2.11.7. Propane / Butane Transfer Pump:

Type Vertical Can Type with double mechanical seal




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Flow, m3/hr 220 (2W + 1S) Each for Propane & Butane

MOC LTCS

2.12. Space for facilities at South Oil Jetty :

2.12.1. Space for Unloading arms

Propane / Butane Unloading arms shall be installed in the space allotted for future loading arms. Adequate space is available in South Oil Jetty.

2.12.2. Space for Sea water shell and tube heat exchangers:

Approx. 10 m x 8 m space is required for installing sea water shell and tube heat exchangers with associated piping and instrumentation for heating the cryogenic propane and butane to approx. 15 deg C. Space is available in back-up area of Jetty.

2.12.3. Space for Sea water intake pumps:

Approx. 16 x 12 m space is required for installing sea water intake pumps for heating the cryogenic propane / butane. These pumps are to be located on the fire water jetty. For this purpose existing building is to be extended by 12 m towards the back-up area side.

2.12.4. Space for Electrical panels:

Approx. 4 m x 2 m space is required for accommodating the LT panels for the sea water intake pumps which will be available after extension of fire pump house building.

2.12.5. Space for DG set:

Approx. 6 m x 6 m space is required for accommodating 1,000 KVA DG sets.

2.12.6. Space for Control Room:

Space for instrument panels and consoles are available.

2.12.7. Space for N2 Bottles:

Presently N2 bottles are located in the jetty for polypropylene unloading arms. Same can be shared for the Propane / Butane unloading arms. Alternatively N2 bottles for Propane / Butane unloading arms can be located along with the present facility.

2.12.8. LPG evacuation pipeline from Import Terminal to Paradip to Durgapur Pipeline

Reconnaissance survey was carried out in Paradip by TCE along with IOCL, LPG Engineering to identify the possible pipeline routes. Options of pipeline routing depend on the location of the Main Pumping Station of Paradip – Durgapur Pipeline. Hence detailed discussion were held with IOCL, Pipeline division / IOCL, Refinery division / IOCL, LPG Engineering and TCE for identifying the various options available LPG evacuation to Durgapur / Haldia.




48

2.13. Truck Parking and Movement

The proposed plant site is approached through 10 m wide approach road connecting from Rangiagada and Atharabank road. The Empty Tank trucks have been parked in the TT parking area (9305.91 Sq.m.) which has provision to existing accommodate 54 No. of trucks and proposed 35 No. of trucks. Tank truck parking area has facilities such as Drivers rest room and Security Kiosk etc.

Sufficient road width of 12 m wide will be provided for movement of the trucks within in the plant area. 8 m wide road is been provided for emergency exit in the southern part of the proposed terminal plant. The movement of the trucks within the LPG terminal is earmarked in the plot plan mentioned in Figure.

Figure 2.7 Tank Truck Parking Area

2.14. Utilities & Requirements

2.14.1. Water Requirements

The source of water for the proposed project shall meet through Bore wells. Total water requirement for the proposed expansion project will be 39.74 KLD (Existing-27.74 KLD & Proposed-12 KLD). 9.45 KLD sewage will be treated in existing STP (Capacity-10.5 KLD). Wash water from Floor washing (0.55 m3/d) will be diverted to sedimentation traps and reused. The sources of waste water from the proposed terminal are from canteen facilities and office building. The waste water is treated in sewage treatment plant and is reused for gardening and other activities like toilet flushing and cleaning purposes. Zero discharge is proposed for the terminal project. There is no process effluents generated. Hence impact on water quality from the proposed project is insignificant. Details of water consumption and waste water generation are tabulated in bellow Table 2.5.




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Table 2.5 Water Requirement & Wastewater Generation

Sr.

No. Type of use

Water Consumption (KLD) Waste Water Gen. (KLD)

Existing Proposed Total Existing Proposed Total

1 Domestic 5.5 5.0 10.5 4.95 4.5 9.45

2 Plant 3.0 3.0 6.0 0.0 0.0 0.0

3 Cooling 0.24 1.0 1.24 0.0 0.0 0.0

4

Gardening/Floor

washings and

Fire water

makeup

19.0 3.0 22.0 0.25 0.30 0.55

TOTAL 27.74 12.0 39.74 5.2 4.8 10.0




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Figure 2.8 Water Balance Diagram

2.14.2. Power Consumption

Electricity shall be obtained from Paradip Refinery. HSD shall be used as a fuel for D.G sets. The total power & fuel requirement for the proposed project is given in Table 2.6 & Table 2.7.

Table 2.6 Source of Electricity

Sr. No. Source Existing Proposed

1. Paradip Refinery 881 KVA 319 KVA

2. D.G Set (Stand By) 1 X 750 KVA &

1 X 320 KVA 1 X 750 KVA




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Table 2.7 Fuel Requirement

Sr.

No

Name of

Equipment

Name of Fuel

&

Requirement

Capacity Type of

Emission

Stack Height

(M) from

Ground Level

Stack

Diameter

(M)

1 DG Set HSD & 90 L/hr 2 x 750

KVA

CO2,

NOx,

SOx

9 0.200

2 DG Set HSD & 30 L/hr 320 KVA

CO2,

NOx,

SOx

9 0.150

2.14.3. Manpower Requirement

M/s. Indian Oil Corporation Ltd. (MD) will give in-direct employment to local people based on qualification and requirement. In-direct employment shall generate ancillary business to some extent for the local population. In operation phase, the proposed project would require significant workforce of non-technical and technical persons. Migration of highly education and skilled experience will result in increase of literacy in the surrounding villages.

Table 2.8 Employment Requirement

Sr. No. Descriptions Existing Proposed Total

1 Regular Employees 16 8 24

2 Contract workers 18 15 33

3 Security Staff 15 5 20

Total (approx) 49 28 77

2.14.4. Hazardous and Solid Waste Generation and Management

Municipal solid waste will be disposed through local bodies. Spent lube oil will be sold to

OSPCB Authorized recyclers. The Management of Hazardous waste will be done as per

Hazardous Waste Management Rules 2008. Solid commercial waste from office building and

biodegradable waste from canteen will be segregated. It is proposed to use the biodegradable

waste for the gardening purpose after vermi composting.

Sewage waste will be treated in existing sewage treatment plant and the sludge will be

recycled back to the aeration tank. Excess sludge will be used in gardening purpose. The

impact of solid waste on the environment is insignificant.

The Management of Hazardous waste will be done as per Hazardous Waste Management

Rules 2008.




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2.15. Environmental Protection Measures

2.15.1. Air Pollution Control Measures

Adequate stack height for DG sets as per CPCB norms.

Greenbelt will be developed along the boundary of project site. Native species will be identified and planted along the plant boundary.

Dust will be arrested by sprinkling water.

2.15.2. Water Pollution Control Measures

Sewage will be treated in existing STP during construction phase.

Waste water will be generated after washing and cleaning of LPG Marketing Terminal will be collected & treated in sedimentation trap and reuse.

2.15.3. Noise Pollution Control Measures

Workers will be provided with PPEs.

Noise shield will be provided.

Acoustic enclosures will be provided in DG set.

Greenbelt will be developed to attenuate noise level




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CHAPTER 3. DESCRIPTION OF ENVIRONMENT

3.1. Introduction

The baseline environmental qualities of various environmental components like air, noise, water, land, flora and fauna and socio-economic form an important and integral part of any environmental study. The baseline data forms the basis for predicting/assessing the environmental impacts of the proposed project. The baseline environmental quality is assessed through field surveys within the impact zone as well as secondary data for various components of the environment, viz., air, noise, water, land and socio-economics.

The Indane Bottling Plant is situated within Industrial area at Village: Bhitargarh, Tehsil: Kujang, Dist:Jagatsinghpur, Odisha.. The coordinates of site is 20°17‟24”N and 86°37‟40”E

The present report comprised of the data collected during the sampling period of three months, from Mid March to Mid June, 2016. Various environmental components were monitored and samples were analyzed.

The baseline quality of various components of the environment, viz. air, noise, water, and land, biology, meteorological and socio-economic is assessed within the impact zone of about 10 km around the proposed site. Secondary data has also been incorporated from authentic sources viz. Government/Non-Governmental Agencies, Universities, Indian Meteorological Department (IMD), Ground Water Board etc. Various environmental components were monitored and samples analyzed.

3.2. Methodology

The methodology for conducting the baseline environmental survey has been obtained from

the guidelines provided in the “EIA Guidance Manual for Synthetic organic chemicals Industry”

issued by the Ministry of Environment and Forests (MoEF). Environmental attributes and

frequency of monitoring is given in Table 3.1.

Table 3.1 Environmental Attributes & Frequency of Monitoring

Sr.

No.

Attribute Parameters No. of

Sampling

Locations

Frequency of Monitoring

/ Data Collection

1 Meteorology Wind speed & direction,

temperature, relative humidity,

rainfall

Project

Site

Data collected from IMD

2 Ambient air

quality

PM10, PM2.5, SO2, NOX, CO, NH3,

HC, Pb, Ozone, Benzene,

Benzopyrene, Arsenic, Nickel.

7 24 hourly samples twice a

week. CO and O3

8 hourly samples twice a

week.

3 Noise levels Noise levels in dB(A) Leq 6 At least one day in a

season for day time and

night time on a working &

nonworking day.




54

Sr.

No.


Sampling

Locations


/ Data Collection

4 Surface water

quality

Physical, chemical and

bacteriological parameters

including pH, temperature,

turbidity, magnesium hardness,

total alkalinity, chloride,

sulphates, fluoride, salinity, DO,

BOD, COD, Heavy metals, Total

coliforms, fecal coliforms,

4 Once in a season.

5 Groundwater

quality

Physical, chemical and

bacteriological parameters

including pH, temperature,

turbidity, magnesium hardness,

total alkalinity, chloride,

sulphates, fluoride, salinity, DO,

BOD, COD, Heavy metals, Total

coliforms, Fecal coliforms,

7 Once in a season.

6 Biological

environment

Existing flora and fauna. Study

Area

Through field visits and

substantiated through

secondary data sources.

8 Soil

characteristics

Physical, chemical and biological

parameters to assess agricultural

and afforestation potential

including pH, Permeability,

Electrical conductivity, Nitrites,

Phosphates, TPH, Fluorides,

Heavy metals, SAR, Total

hydrocarbons and cation

exchange capacity.

7 Once in season

9 Land use /

Land Cover

Land use for different land use

Classifications.

Study

Area

Land use / Land Cover

Analysis using satellite

imaging and GIS

Technique

10 Socioeconomic Socio-economic characteristics, Study Based on field survey and




55

Sr.

No.


Sampling

Locations


/ Data Collection

Environment labour force characteristics,

population statistics existing

amenities in the study area and

quality of life.

Area data collected from

Census of India

3.3. Geology

Jagatsinghpur district is one of the thickly populated coastal districts of Orissa in the eastern part underlain by alluvial deposits that resulted fertile agricultural land. Agriculture is the mainstay of the people and economy of the district is mainly based on agricultural production. It is bounded in north by Kendrapara district, in the north and northwest by Cuttack district and Puri district in the south west and in the east by the Bay of Bengal.

The river Mahanadi flowing from west to east and forming the northern boundary of the district forms the main drainage system in the district. Besides the river Devi, a tributary to Kathajori and flowing north-northwest to south-southeast with a meandering course also forms a drainage system in the district.

The district enjoys irrigation facilities through major, medium, and lift irrigation projects. The major irrigation projects in the district are Taladanda and Machgaon canal irrigation system fed from the Mahanadi River at Jobra point near Cuttack. During kharif total irrigated area from all sources is only 66529 hectares against average net sown area of 94445 hectares in 2004-05. During Ravi season total area irrigated is around 31017 hectares.

Source: http://www.cgwb.gov.in/District_Profile/Orissa/jagasingpur.pdf

3.4. Topography

The district comprises two distinct tracts, the first being marshy and swampy strips along with the coast covered with wild growth of reeds and tropical jungle. The second tract covers fertile plain land. The soil is of alluvial type. Mahanadi,Kathajodi, Devi, Biluakhai are the main rivers of the district. These rivers and two main canals Taladanda and Machhagaon are irrigating the district.

http://www.cgwb.gov.in/District_Profile/Orissa/jagasingpur.pdf




56

Figure 3.1 Toposheet of Project Site




57

3.5. Ground water Scenario

In Jagatsinghpur district, the ground water occurs in the inter-granular pore spaces. Sand and gravel layers act as repository of ground water. Ground water occurs under unconfined condition in the shallow aquifer zone and perched water table condition within sand dunes underlain by clay beds. The ground water is also found under semi-confined condition in the deeper aquifer zones. The coastal tract held promise for large-scale development for ground water. But the coastal tract is beset quite often with salinity problems both in shallow as well as in deeper aquifers.

3.6. Geomorphology and Soil Types

Physiographically the district can broadly divide into two distinct units, viz.

i. The saline marshy tract along the coast

ii. The very gently sloping plain

The saline marshy tract forms a long and narrow strip along the coast. The width of this tract varies from 3 to 15 km and is intersected by tidal streams and shrubby vegetation. Sand dunes of varied relief extend continuously for kilometers parallel to the coast. These sand dunes usually forming 5 to 6 chains are gently sloping on the bay side and steeply sloping on the inland side, due to their Aeolian origin. The gently sloping alluvial plain occurs to the west of the saline marshy tract and forms the most fertile part of the district. The general slope of this tract is towards east and southeast and varies from 0.50 to 1.60 m/km.

The distribution of different soil types in the district depends much on its physiographic and lithologic variations. Based on the physical and chemical characteristics, mode of origin and occurrence, soils of the district may be classified into three groups namely Alfisols, Aridisols and Entisols.

i. Alfisols: This includes deltaic alluvial soils and this type of soils occupies nearly 90% of the entire district area. The deltaic alluvial soils are generally deficient in phosphate (P2O5) and nitrogen (N). Both the total and available potassium are fairly adequate and PH varies between 7.38 and 8.16.

ii. Aridisols: These are saline and saline alkali soils and occur in small pockets in the north eastern and south eastern corner of the district near coast. These are rich in calcium, magnesium and also consist of half decomposed organic matter.

iii. Entisols: This includes coastal sandy soils and occurs as narrow elongated ridge along the coast line. The soils are deficient in nitrogen, phosphoric acid and humus, but not in potash and lime.

3.7. Forest:

The district has a meagre forest area. The total forest area of the district is estimated to be 132.92 Sq. Kms. Out of the total forest area, the reserve forest area is only 1.23 sq. Km and demarcated protected forest area is 4.77 sq. kms. Un-demarcated forest area is 83.06 sq. km. unclassified forest area is 0.02 sq. km. and other forest area is 43.84 sq. kms. The major forest products of the district are mango, sopeta, kendu leaves, sal leaves and t amarind. Important minor forest produces are sunari barks, arjuna barks, karanja seeds, neem seeds, mushroom, sal leaves etc.




58

3.8. Seismicity

Study area falls in Zone III in seismic zoning map of India, which is classified as “moderate damage risk zone”.

3.9. Land use

The basic purpose of land use pattern and classification in an EIA study is to identify the

manner in which different parts of land in an area are being utilized or not utilized. Remote

sensing data provides reliable accurate baseline information for land use mapping, as it is a

rapid method of acquiring up-to-date information of over a large geological area.

A systematic digital image interpretation approach was used to delineate the land use classes.

The present study was focused on demarcating boundaries of different land use/land cover

units from an analysis of different types of colour registrations of land use/land cover units from

satellite imagery. Data Used in the land use map preparation is the satellite Imagery of Indian

Remote Sensing Satellite (IRS- ID , sensor P6, LISS III) of 24 m resolution. Land use / land

cover map of 10 km study area has been show in Figure 3.2.

Figure 3.2 Land Use Map of the Study Area (10 km Radial Zone)




59

LU/LC Class

Name Area (in Ha.) % of Area

Settlement 1573 5.0

Agricultural 12297 39.2

Land with/without

scrub 910 2.9

Mangroves 185 0.6

Industries 414 1.3

Wasteland 1428 4.6

Sandy area 330 1.1

Water bodies 4506 14.3

Sea 9757 31.0

Total 31400 100

3.10. Climate of the Region

The climate of the region is classified as tropical wet & dry climate as per Middle Gangetic

Plain Region (IV) Climate classification, with following four main seasons:

Winter season : November to February

Summer / Pre-monsoon season : March to May

Monsoon season : June to September

Post monsoon season : October to November

3.10.1. Regional Meteorology

The long term meteorology of the region based on data recorded at the nearest observatory

station of Indian Meteorological Department (IMD) at Bhagalpur is presented in Table 3.2.

Table 3.2 Regional climatic conditions (March 2015 to February 2016)

Month

Maximum

Temperature

(ºC)

Minimum

Temperature

(ºC)

Maximum

Relative

humidity

(%)

Minimum

Relative

Humidity

(%)

Average

Rainfall

(mm)

Wind

speed

Km/hr

Wind

direction

March 33.4 18.1 80 75 2.2 18.0 S

April 33.6 21.4 84 77 2.5 22.5 SW

May 35.7 21.2 83 80 1.1 23.9 SW

June 35.5 22.5 84 79 225.7 21.1 SW

July 34.4 22.2 86 80 329.3 20.5 SW

August 34.2 22.6 85 78 341.0 18.6 SW




60

Month

Maximum

Temperature

(ºC)

Minimum

Temperature

(ºC)

Maximum

Relative

humidity

(%)

Minimum

Relative

Humidity

(%)

Average

Rainfall

(mm)

Wind

speed

Km/hr

Wind

direction

September 33.9 21.9 83 79 221.9 18.0 S

October 33.5 20.8 79 71 206.3 11.6 S

November 32.1 16.4 77 71 108.7 10.8 N

December 28.0 12.6 75 70 21.7 10.0 N

January 27.7 12.0 71 70 17.6 12.3 N

February 29.1 14.1 78 72 6.5 14.7 S

Source: Paradip Port Met Station

3.10.2. Summary of Regional Meteorology

Annual maximum temperature is 35.7 ºC in the month of May and minimum temperature is

12.0 ºC in the month of January. Relative humidity of this region is 86% maximum and 70 %

minimum.

3.10.3. Site Specific Micro Meteorological Data of the Study Area

Site specific climatic condition refers to average weather comprising of temperature, relative

humidity, wind speed, rainfall, etc. This determines the baseline conditions and probable

impacts on environmental parameters with respect to the Project. The site specific climatic

conditions are given below in the Table 3.3.

Table 3.3 Site specific climatic conditions

Month -- Temp °C

Relative Humidity

%

Wind Speed Km/hr

Wind Direction

Rainfall mm

March-16 Min 19.0 75 0.0 SW 0.0

Max 31.2 80 21.0

April-16 Min 21.1 76 0.0 SW 0.0

Max 32.0 83 19.0

May-16 Min 20.9 79 0.0 SW 0.0

Max 34.7 82 20.0

June-16 Min 20.8 80 0.0 SW 0.0

Max 34.4 85 16.0

The maximum temperature is in the month of May (34.7°C) and minimum temperature is in the

month of March (19°C). Maximum wind speed recorded is 21.0 Km/hr.




61

The predominant wind direction in pre-monsoon season was observed in South-West direction

is shown in following Wind rose diagram figure 3.3.

Figure 3.3 Wind rose diagram of the study area

3.11. Air Environment

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

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




62

Methodology for air Monitoring:

AAQM was carried out and AAQM locations were monitored on 24 hourly average bases twice

in a week as per guidelines of CPCB and NAAQS. The conventional and project specific

parameters such as particulate matter PM10 (size less than 10 µm), particulate matter PM2.5

(size less than 2.5µm), Sulphur Dioxide (SO2) & Oxides of Nitrogen (NOx) were monitored.

Selection of Stations for Sampling:

Depending upon the purpose of the study IS: 5184 (part XIV) lays down various criteria for

selection of sampling stations. For EIA/ EMP, the purpose is to ascertain the baseline pollutant

concentrations in ambient air. Accordingly, the criterion can be selected to ascertain quality of

air on human settlements or environmentally sensitive areas if any located in the 10 km radius

study area.

The locations for AAQM study were selected within the 10 km radius of the proposed plant

installation. Ambient air quality was monitored on 7 locations to generate representative

ambient air quality data. The sampling locations are shown in Table 3.4.

The summary of Ambient Air quality monitoring results is presented in Table 3.5.

Table 3.4 Ambient Air Quality Monitoring Location

Sample ID Monitoring Location Distance and Direction from project site

AAQ1 Project Site -

AAQ2 Musadia Village 4.83 km, NE

AAQ3 Chaulipalanda Village 2.67 km, SW

AAQ4 Dhenkia Village 6.39 km, SW

AAQ5 Rangiagadh Village 1.60 km, WSW

AAQ6 Paradip Market 3.25 km, NNW

AAQ7 Coast Guard 3.30 km, SE




63

Figure 3.4 Air Monitoring Location Map

Table 3.5 Ambient Air Quality Monitoring Results (24-hour average)

Location Point

PM10

(µg/m3 ) PM2.5

(µg/m3 ) SO2

(µg/m3 ) NOX

(µg/m3 )

AAQ 1

Minimum 58 23.78 9.28 15.66

Maximum 75.9 31.12 12.14 20.49

Average 66.95 27.45 10.71 18.07

98% 73.42 30.1 11.75 19.82

AAQ 2

Minimum 46.33 18.25 6.95 12.05

Maximum 71.3 27.81 10.7 18.54

Average 58.81 23.03 8.82 15.29

98percentile 70.27 27.41 10.54 18.27

AAQ3

Minimum 62.3 29.9 10.59 14.33

Maximum 96.6 46.37 16.42 22.22

Average 79.45 38.13 13.5 18.27

98percentile 93.06 44.67 15.82 21.4

AAQ4

Minimum 62.3 23.05 10.59 14.33

Maximum 86.9 32.15 15.98 19.99




64

Average 74.6 27.6 13.28 17.16

98percentile 82.25 30.43 14.63 18.92

AAQ5

Minimum 52.3 19.2 7.85 13.08

Maximum 74.2 29.68 11.13 18.55

Average 63.25 24.44 9.49 15.81

98percentile 69.97 28.59 10.5 17.49

AAQ6

Minimum 61.2 25.54 11.02 16.74

Maximum 80.2 40.9 16.04 24.38

Average 70.7 33.22 13.53 20.56

98percentile 76.57 37.05 14.65 22.27

AAQ7

Minimum 63 30.87 10.71 14.89

Maximum 83.9 41.11 15.9 24.6

Average 73.45 35.99 13.3 19.74

98percentile 78.38 38.41 14.21 22.54

Location Point CO

(µg/m3) Pb (µg/m3)

O3 (µg/m3)

NH3 (µg/m3)

C6H6

(µg/m3) As (ng/m3)

Ni (ng/m3)

Benzo (a) Pyrene (ng/m3)

VOC (PPM)

AAQ 1

Minimum 446.6 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 584.43 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 515.5 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98% 565.3 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ 2

Minimum 315.04 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 484.84 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 399.9 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 477.86 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ3

Minimum 448.56 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 695.52 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 572.04 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 670.02 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ4

Minimum 448.56 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 625.68 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 537.12 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 592.23 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ5

Minimum 381.79 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 541.66 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 461.72 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 510.81 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ6

Minimum 440.64 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 577.44 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1




65

Average 509.04 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 551.28 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

AAQ7

Minimum 459.9 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Maximum 612.47 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Average 536.18 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

98percentile 572.17 <0.01 <20 <20 <3.0 <5 <1.0 <0.01 <1

Table 3.6 National Ambient Air Quality Standards (CPCB),

S. No.

Pollutant Time Weighted average

Concentration in Ambient Air

Industrial, Ecologically Methods of

Residential, sensitive area Measurement

Rural and (notified by

Other Area Central Govt.)

1 Sulphur

Dioxide

(SO2), μg/m3

Annual* 50 20 •Improved West and

Geake •Ultraviolet

fluorescence

24 hours** 80 80

2 Nitrogen

Dioxide

(NO2),μg/m3

Annual* 40 30 •Modified Jacob &

Hochheiser (Na-

Arsenite)

•Chemiluminescence

24 hours** 80 80

3 Particulate

Matter (size

less than 10

μm) or

PM10μg/m3

Annual* 60 60 •Gravimetric •TOEM

•Beta attenuation

24 hours** 100 100

4 Particulate

Matter (size

less than 2.5

microns) or

PM2.5μg/m3

Annual* 40 40 •Gravimetric •TOEM

•Beta attenuation

24 hours** 60 60

5 Ozone (O3)

μg/m3

8 hours ** 100 100 •UV photometric •Chemiluminescence

•Chemical method

1 hour ** 180 180

6 Lead (Pb) Annual* 0.5 0.5 •ASS / ICP method




66

S. No.







μg/m3 24 hours** 1.0 1.0 after sampling on

EPM 2000 or

equivalent filter

paper

•ED – XRF using

Teflon filter 7 Carbon

Monoxide (CO) mg/m3

8 hours**

1 hour**

2 4

2 4

Non Dispersive Infra- RED (NDIR)

Spectroscopy

8 Ammonia

(NH3) μg/m3

Annual* 100 100 •Chemiluminescence

•Indophenol blue

method

24 hours** 400 400

9 Benzene Annual* 5 5 •Gas

(C6H6) μg/m3 chromatography

based continuous

analyzer

•Adsorption and

desorption followed

by GC analysis

10 Benzo (a) Annual* 1 1 Solvent extraction

Pyrene (BaP) followed by HPLC /

– particulate GC analysis

phase only

ng/m3

11 Arsenic (As) Annual* 6 6 AAS / ICP method

ng/m3 after sampling on

EPM 2000 or

equivalent filter

paper

12 Nickel (Ni) Annual* 20 20 AAS / ICP method

ng/m3 after sampling on

EPM 2000 or

equivalent filter

paper

* Annual Arithmetic mean of minimum 104 measurements in a year taken twice a week 24 hourly

at uniform interval.




67

S. No.







** 24 hourly/ 8 hourly values should be met 98% of the time in a year. However, 2% of the time, it may exceed but not on two conservative days.

Interpretation of Result

Particulate Matter (PM10): PM10 levels were ranging from 58.81 to 79.45 µg/m3. The highest

PM10 level were found at A3 (79.45 µg/m3) and lowest PM10 level were observed at A2

(58.81 µg/m3). The PM10 level in all the monitoring locations is within permissible limit i.e.

NAAQMS level 100 µg/m3

Figure 3.5 Statistical Comparison of PM 10 in study area

(Source: Analysis GCI)

Particulate Matter (PM2.5): PM2.5 levels were ranging from 23.03 to 38.13 µg/m3. The highest

PM2.5 level were found at A3 (38.13 µg/m3) and lowest PM2.5 level were observed At A2

(23.03 µg/m3). The PM2.5 level in all the monitoring locations is within permissible limit i.e.

NAAQMS level 60µg/m3

0

10

20

30

40

50

60

70

80

90

100

AAQ1 AAQ2 AAQ3 AAQ4 AAQ5 AAQ6 AAQ7

PM10

Minimum

Maximum

Average

98%




68

Figure 3.6 Statistical Comparison of PM 2.5 in study area


Sulphur Dioxide (SO2): SO2 levels were ranging from 8.82 to 13.53µg/m3. The highest SO2

level were found at A6 (13.53 µg/m3) and lowest SO2 level were observed at A2 (8.82 µg/m3).

The SO2 level in all the monitoring locations is within permissible limit i.e. NAAQMS level

80µg/m3

Figure 3.7 Statistical Comparison of SO2 in study area


Oxides of Nitrogen (NOx): NOx levels were found ranging from 15.29 to 20.56µg/m3. The highest NOx level were found at A6 (20.56 µg/m3) and lowest NOx level were observed at A2 (15.29µg/m3). The NOx level in all monitoring location are under permissible limit i.e. NAAQMS level 80µg/m3

0

5

10

15

20

25

30

35

40

45

50


PM2.5

Minimum

Maximum

Average

98%

0

2

4

6

8

10

12

14

16

18


SO2

Minimum

Maximum

Average

98%




69

Figure 3.8 Statistical Comparison of NOx in study area

3.12. Water Environment

3.12.1. Reconnaissance Survey

Reconnaissance survey has been done for water quality monitoring in the Study Area. The

baseline water quality of ground water / surface water in the region is obtained by collecting

sample from villages in the area considering the 10 km radius for the baseline study.

3.12.2. Methodology of Monitoring

In order to establish the baseline water quality, ground water and surface water sampling

locations were selected based on availability, following standard norms and requirement.

Ground water samples were collected from the identified hand pumps and bore wells for the

characterization of water quality. Selection of surface water sampling locations has been

considered as per the utilization pattern of the villagers for domestic purposes.

The samples collected were preserved, stored and analyzed as per standards methods of

Analysis of Water and Waste water (APHA, 1995). The methodology for water analysis is listed

below in Table: 3.7 & 3.8.

Table 3.7 Sampling locations of surface water

Sample ID Sampling Location Distance and Direction

from project site

SW1 Taladanda Canal 2 km, NNE

SW2 Musadia, Mahanadi 5.7 km, NNW

SW3 Chakradharpur, Mahanadi 5 km, NE

0

5

10

15

20

25


NOx

Minimum

Maximum

Average

98%




70

SW4 Reservoir 0.95 m, E

Table 3.8 Sampling locations of ground water

Sample ID Sampling Location Distance and Direction from

project site

GW1 Project Site -

GW2 Nimidhi Village 2.59, WNW

GW3 Rangiagadh Village 1.60 km, WSW

GW4 Paradip Market 3.25 km, NNW

GW5 Bijaychandrapur 6.60 km, SW

GW6 Dhenkia Village 6.39 km, SW

GW7 Coast Guard 3.30 km, SE

Figure 3.9 Surface and ground water Monitoring Location Map




71

Table 3.9 Analysis Result of Surface Water samples

Sr.

No.

Paramet

ers

Unit SW1 ,

Talada

nda

Canal

SW2,

Musadi

a,

Mahan

adi

SW3,

Chakradhar

pur,

Mahanadi

SW4,

Reserv

oir

Permissi

ble

Limits as

per IS

10500:20

12 for

Drinking

Water

Reference

Method

1. pH --- 7.47 7.09 7.29 7.09

6.5-8.5 APHA 4500

H+

2. Conducti

vity

mƱ 0.2 2.6 0.8 2.3

- APHA 2510

3. Turbidity NTU 3 2 <1 <1 5 APHA 2130

4. Color Hazen <5 <5 <5 <5 15 APHA 2120

5. Odor - Agreea

ble

Agreea

ble Agreeable

Agreea

ble

Agreea

ble

APHA 2150

6. Chloride mg/L 28 624 157 525

1000 APHA 4500

- Cl-

7.

Total

Hardness

mg/L 80 160 104 357

600 APHA 2340

8.

Hardness

(magnesi

um)

mg/L

22 424 58 196

- APHA 3500

–Mg– B

9.

Hardness

(calcium)

mg/L 58 160 46 160

- APHA 3500

–Ca– B

10. COD mg/L 24 56 24 56 - APHA 5220

11. BOD mg/L 4 12 2 14 - APHA 5210

12. Total

Dissolved

Solid

mg/L

128 1708 518 1502

2000 APHA 2540

C

13.

Total

Suspend

ed solids

mg/L

3 12 6 8

- APHA 2540

D

14.

Dissolved

Oxygen

mg/L 6.6 5.9 6.0 5.9

- APHA 4500

– O – C




72

15. Fluoride mg/L 0.7 1.1 1.1 1.0

1.5 APHA

4500-F-D

16. Nitrate mg/L 0.19 1.45 <0.01 <0.01

- APHA4500

NO3--B

17. Sulphate mg/L 17.75 372.25 14.75 152.75

400 APHA4500

SO4--E

18.

Total

Kjeldahl

Nitrogen

(TKN)

mg/L

3.92 7.48 6.72 3.92

- APHA4500-

NORG-B

19. Calcium

as Ca

mg/L 23.24 64.12 18.43 64.12

200 APHA -

3500 Ca

20. Magnesiu

m

mg/L 5.34 103.03 14.09 47.62

100 APHA 3500

–Mg– B

21. Alkalinity mg/L 100 120 282 146 600 APHA 2320

22. Zinc mg/L 0.22 0.1 0.28 0.2

15 APHA

3111-B

23.

Cadmium mg/L <0.001

<0.001 <0.001 <0.001 0.003 APHA

3111-B

24.

Iron mg/L <0.10 <0.10 <0.10 <0.10

0.3 APHA

3111-B

25. Lead mg/L <0.001 <0.001 <0.001 <0.001

0.01 APHA

3111-B

26. Nickel mg/L <0.002

<0.002 <0.002 <0.002 0.02 APHA

3111-B

27. E. Coli MPN/1

00 ml <1.8 <1.8 <1.8 <1.8

Absent APHA 9221

F

28. Fecal

Coliform

MPN/1

00 ml <1.8 <1.8 <1.8 <1.8

Absent APHA 9221

E

29. Total Coli

form

MPN/1

00 ml <1.8 <1.8 <1.8 <1.8

Absent APHA 9221

B

30. Copper mg/L <0.1

<0.1 <0.1 <0.1 1.5 APHA

3111-B

31. Pesticide

s

mg/L Absent Absent Absent Absent

Absent APHA 6630

32. Phenolic mg/L <0.001 <0.001 <0.001 <0.001 0.001 APHA 5530




73

Compoun

d

33. Arsenic mg/L <0.001

<0.001 <0.001 <0.001 0.01 APHA3500-

As




74

3.12.3. Ground Water Quality

Ground water samples were collected from 7 locations during the study period and analyzed for a number of physico-chemical parameters. And

the ground water results are shown in table no. 3.10.

Table 3.10 Analysis Result of Ground Water Samples

Sr.

No. Parameters Unit

GW1

Projec

t Site

GW2

Nimid

hi

GW3

Rangi

agadh

GW4

Paradip

Market

GW5

Bijayc

handra

pur

GW6

Dhen

kia

GW7

Coast

Guard

Permissible

Limits as

per IS

10500:2012

for Drinking

Water

Reference

Method

1. pH --- 7.59 7.21 7.16 7.25 7.58 7.55 7.19 6.5-8.5 APHA 4500 H+

2. Conductivity µS/cm 1.1 0.6 0.6 0.6 1.2 1.3 0.6 - APHA 2510

3. Turbidity NTU <1 <1 <1 <1 <1 <1 <1 5 APHA 2130

4. Color Hazen <5 <5 <5 <5 <5 <5 <5 15 APHA 2120

5. Odor - Agree

able

Agree

able

Agree

able

Agreeabl

e

Agreea

ble

Agree

able

Agreea

ble Agreeable APHA 2150

6. Sulphate mg/L 59.45 22.85 19.25 22.88 59.45 58.48 19.15 400 APHA 4500- SO42-

7. Chloride mg/L 149 85 89 86 145 148 88 1000 APHA 4500 - Cl-

8. Total Hardness mg/L 162 172 160 172 164 165 170 600 APHA 2340

9. Hardness

(magnesium) mg/L 78 36 45 38 76 75 42 -

APHA 3500 –Mg–

B

10. Hardness (calcium) mg/L 84 136 115 134 88 90 128 - APHA 3500 –Ca–




75

B

11. COD mg/L 16 16 24 16 16 16 24 - APHA 5220

12. BOD mg/L 2 2 4 4 2 4 4 - APHA 5210

13. Total Dissolved Solid mg/L 716 386 395 382 712 714 392 2000 APHA 2540 C

14. Total Suspended

solids mg/L 8 4 5 6 6 6 6 - APHA 2540 D

15. Dissolved Oxygen mg/L 6.6 6.5 6.3 6.4 6.7 6.6 6.4 - APHA 4500 – O –

C

16. Calcium as Ca mg/L 33.66 54.50 62.3 63.2 58.6 54.1 51.30 200 APHA -3500 Ca

17. Magnesium mg/L 18.95 8.74 16.2 15.1 15.3 16.4 10.20 100 APHA 3500 –Mg–

B

18. Alkalinity mg/L 292 194 192 195 290 292 190 600 APHA 2320

19. Zinc mg/L 0.18 0.12 0.16 0.15 0.12 0.16 0.1 15 APHA 3111-B

20. Fluoride mg/L 1.3 0.8 1.3 0.82 1.32 1.36 1.4 1.5 APHA 3111-B

21. Cadmium mg/L <0.001 <0.001 <0.001 <0.001 <0.001 <0.00

1 <0.001 0.003 APHA 3111-B

22. Iron mg/L 0.16 0.13 0.16 0.16 0.11 0.16 0.15 0.3 APHA 3111-B

23. Lead mg/L <0.001 <0.001 <0.001 <0.001 <0.001 <0.00

1 <0.001 0.01 APHA 3111-B

24. Nickel mg/L <0.002 <0.002 <0.002 <0.002 <0.002 <0.00

2 <0.002 0.02 APHA 3111-B

25. Nitrate Nitrogen mg/L 19.21 19.92 19.62 19.95 18.99 19.44 19.64 45 APHA 4500 NO3- -




76

B

26. Total Kjeldahl

Nitrogen mg/L 5.04 3.92 4.45 3.92 5.02 5.06 4.48 -

APHA 4500

NORG-B

27. Total Coli form MPN/100

ml <1.8 <1.8 <1.8 <1.8 <1.8 <1.8 <1.8 Absent APHA 9221 B

28. Copper mg/L <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 1.5 APHA 3111-B

29. Pesticides mg/L Absen

t

Absen

t

Absen

t Absent Absent

Absen

t Absent Absent APHA 6630

30. Phenolic Compound mg/L <0.001 <0.001 <0.001 <0.001 <0.001 <0.00

1 <0.001 0.001 APHA 5530

Observation: From the Table above, it can be observed that ground water qualities in terms of various essential and desirable characteristics

are found within the limits specified by IS 10500:2012.




77

3.13. Noise Environment

Noise can be defined as an unwanted sound. It interferes with speech and hearing. If intense

enough, it can damage hearing, or is otherwise irritating. The definition of noise as unwanted

sound implies that it has an adverse effect on human beings and their environment. Noise can

also disturb natural wildlife and ecological system.

The objective of the noise pollution survey in the study area was to identify existing noise

sources and to measure background noise levels. The collection of baseline noise environment

data included following steps:

Reconnaissance

In order to measure the existing noise sources and to identify the background noise levels, the

noise pollution survey around the proposed site was carried out. The collection of baseline

noise environment data included Identification of noise sources and to measure background

noise levels and Measurement of noise levels due to transportation and other local activity.

Methodology for Noise Monitoring

Noise standards have been designated as per the Noise Pollution (Regulation & Control)

Rules, 2000 Notified by Ministry of Environment and Forests, New Delhi, February 14, 2000.

The ambient noise standards are presented in Equivalent noise levels (Leq.) have been

measured twice a week during study period. The measurements were carried out at each

monitoring location during day time and night time.

To understand the noise environment around the proposed plant, a noise survey was

conducted using Sound Level Meter. Noise measurements were carried out at the same

locations where ambient air quality was monitored.

Noise Monitoring Locations

A total of 6 locations were identified for ambient noise monitoring in the study area. The noise

monitoring locations are shown in Table 3.11.

Table 3.11 Sampling locations of Noise

Sample ID Monitoring Location Distance and Direction from

project site

N1 Project Site -

N2 Paradip Market 3.25 km, NNW

N3 Bhitargarh Village 0.60km, SSE

N4 Rangiagadh Village 1.60 km, WSW

N5 Chaulipalanda Village 2.67 km, SW

N6 Coast Guard 3.30 km, SE




78

Figure 3.10 Noise Monitoring Location Map

Table 3.12 Status of Noise within the study area

S.No

Name of the

place Village

or Area Name

Represent

ation

Category of

Area/zone

Day

Time

In Leq

dB (A)

Night

Time

In Leq

dB (A)

CPCB Noise

standards in

respect of

Noise (Day

time)

CPCB

Noise

standards

in respect

of Noise

(Night

time)

1. Project Site N1 Industrial 66.8 55.8 75 70

2. Paradip Market N2 Commercial 57.9 57.0 55 45

3. Bhitargarh N3 Residential 51.8 44.4 55 45

4. Rangiagarh N4 Residential 52.5 43.5 55 45

5. Chaulipalanda N5 Residential 53.0 41.8 55 45

6. Coast Guard N6 Silent Zone 44.2 39.1 45 40




79

Table 3.13 Applicable Noise Standards

Area Code Category of Area Limit in dB (A) Leq

Day Time Night Time

A Industrial area 75 70

B Commercial area 65 55

C Residential area 55 45

D Silence zone 50 40

Note 1 Day time is reckoned in between 6 am and 10 pm.

Note 2 Night time reckoned in between 10 pm and 6 am.

Note 3 Silence zone is defined as areas up to 10 meters around such premises as hospitals,

education, institutions and courts. The silence zones are to be declared by the Component

Authority.

Note 4 Mixed categories of areas should be declared as one of the four above-mentioned

categories by the Component Authority and the corresponding standard shall apply.

Source: The Noise Pollution (Regulation & Control) Rules, 2000

Observed Noise Level in the Study Area

The noise levels at the project site observed was 66.8dB (A) Leq during Day time. The Night

time noise level 55.8dB (A) Leq at the project site is well within the permissible noise

standards.

3.14. Soil Environment

Keeping in view the study of physio-chemical properties of soil in the study area, sampling

locations were identified. The impact of project on land environment generally depends on type

of proposed development.

Methodology of Sampling

Soil samples were collected using auger from different depths and then mixed. The samples

were collected randomly from agricultural and open land considering proximity of 10 km from

the proposed Project site. Samples were then sent to environmental laboratory for analysis.

Selection of Sampling Locations

Soil samples from 7 locations were collected to assess the soil quality prevailing in the study

area. Various physical and chemical parameters were analyzed. Soil monitoring locations are

tabulated in Table 3.14 and shown in Fig. 3.11.




80

Table 3.14 Soil sampling locations

Sample ID Monitoring Location Distance and Direction

from project site

S1 Project Site -

S2 Musadia Village 4.83 km, NE

S3 Chaulipalanda Village 2.67 km, SW

S4 Dhenkia Village 6.39 km, SW

S5 Rangiagadh Village 1.60 km, WSW

S6 Paradip Market 3.25 km, NNW

S7 Coast Guard 3.30 km, SE

Figure 3.11 Soil Monitoring Location Map




81

Table 3.15 Soil Analysis

Sr.

No

.

Parameter

s Unit

Results

Referen

ce

Method

S1

Proje

ct

Site

S2

Musad

ia

Village

S3

Chaulipalan

da

Village

S4

Dhenk

ia

Village

S5

Rangiaga

dh

Village

S6

Paradi

p

Marke

t

S7

Coas

t

Guar

d

1.

pH - 8.27 8.00 8.26 8.26 8.2 8.36 7.9 IS 2720 :

Part 26 :

1987

2.

Mechanical soil

analysis (soil

texture)

- Sandy Loam

Sandy Loam

Sandy Loam

Sandy Loam

Sandy Loam

Sandy Loam

Sandy

Loam

-

3.

Electrical Conductiv

ity

ms/cm

0.2 0.22 0.22 0.23 0.21 0.28 0.30 IS

14767:

2000

4.

Soil Moisture Content

% 28 33 22 29 28 24 32 IS 2720

– Part –

2

5.

Organic Carbon

% 0.72 0.78 0.72 0.72 0.7 0.76 0.77 IS 2720 :

Part 22 :

1972

6.

Organic Matter

% 1.7 1.5 1.7 1.6 1.9 1.5 1.6 IS 2720 :

Part 22 :

1972

7. Phosphor

us mg/k

g

30 22 24 26 29 27 28 APHA

4500 – P

8.

Total Kjeldahl Nitrogen

mg/kg

252 274 252 252 255 258 233 APHA

4500-

NORG

9.

Potassium as K

mg/kg

55 55 55 55 55 55 55 APHA

3500 – K

- B

10.

Calcium mg/kg

208.4 202 206.4 206.4 203 209.4 198 APHA

3500 –

Ca– B

11.

Magnesium

mg/kg

48.6 45.5 47.6 47.6 48 42.6 46.3 APHA

3500 –

Mg

12. Chloride mg/k 299.9

0 269 298.90 298.90 290 292.90 250

IS 6925:




82

g 1973

13. Copper as Cu

mg/kg

26 25 25 25 26 26 31 APHA

3111 B

14. Zinc as

Zn mg/k

g

24 20 0.24 0.24 23 0.24 25 APHA

3111 B

15. Iron as Fe mg/k

g

0.26 0.29 0.30 0.31 0.32 0.33 0.23 APHA

3111 B

16. Lead as

Pb mg/k

g

0.58 0.54 0.55 0.41 0.51 0.57 0.50

17. Nickel as

Ni mg/k

g

4.36 3.54 4.56 4.32 4.61 4.38 4.32

Observation on Soil Quality:

Soil is slightly basic in natures as pH is between 7.9-8.36 soil is suitable for plantation.

3.15. Biological Environment

Ecological survey is aimed to assess the existing flora and fauna components in the study

area. Considering the rich bio-diversity of organisms and their role in productivity and their

importance in human livelihood, it is vital to project and safeguard this dynamic ecosystem.

Flora & Fauna

Study of flora & fauna is another important aspect of Environmental Impact Assessment study

of any project. Ecological system show complex inter relationships between biotic and abiotic

components including dependence, competition and mutualism. Biotic components comprises

of both plant and animal communities which interact not only within and between themselves

but also with the abiotic components which is physical and chemical components of the

environment. Generally, biological communities are the good indicators of various factors like

climate, extent of pollution as well environmental degradation. Biological communities are

dependent on the environmental conditions and resources of its location. It may change if there

is any change in the environment. A number of variables like temperature, humidity, rainfall,

soil characteristics, topography, etc., are responsible for maintaining the homeostasis of the

environment. A change in any of these variables may lead to stress in the surrounding eco

system. The animal and plant communities exist in their natural habitats in a well organized

manner. Their natural settings can be disturbed by any externally induced anthropological

activities or by naturally induced calamities or disaster. So, once this setting is disturbed, it

becomes practically impossible or takes a longer time to come to its original state. Plants and

animals are more susceptible to environmental stress. A change in the composition of biotic

communities is reflected by a change in the distribution pattern, density, diversity, frequency,

dominance and abundance of natural species of flora and fauna existing in the ecosystem.

These changes over a span of time can be quantified and related to the existing environmental

factors. Baseline data covering both flora and fauna comprising the terrestrial ecology were

compiled using both the available official reports and published literature, supplemented by

extensive field study. Field observation on vegetation characteristics is made using quadrate




83

method. The fauna was listed and its relative abundance determined while at the same time

steps taken to identify any rare and endangered species in the area by the help of government

offices and local people. The geographical area of the state is 155707 sq. kilometer of which

57184 sq. km is recorded as forest as per state forest report, 1997 of FSI. Geographical area of

the district Jagatsinghpur is 1759 Sq. Kms covering forest area of 132.92 Sq. Kms. Study area

covers 10 kms from the PPL Township area. Dominant mangroves species in the study area

are Acanthus ilicifolius, Rhizophora mucronata, R. Conjugata, Brugueria gymnorhiza,

Excoecaria agallocha, E. marina, Avicennia spp., Sonneritia apitulata, etc., Ground vegetation

cover shows dominant presence of Suaeda nudiflora. List of medicinal plants is given in Table

No. – 3.17. Just as wild flora needs special treatment for preservation and growth, wild fauna

as well deserves specific conservatory pursuits for posterity. Unfortunately, our past efforts had

been unscientific in rearing and preserving our valuable heritage resulting in dwindling of many

interesting species, which the nature had bestowed on us. The broad spectrum of colorful

fauna is fading and the same species are facing extinction. Environmental changes through

deforestation, spreading urbanization and destruction of habitats have been of alarmingly high

magnitude during the recent past, which has totally disturbed the balance between mortality

and reproduction. Some threatened faunal forms are biologically handicapped through an

imbibed low rate of reproduction by nature.

Table 3.16 List of Plants in Study Area

Sr. No. Name of Species Family

Trees

1 Acacia arbica Mimosaceae

2 Acacia auriculiformis Mimosaceae

3 Ailanthus excelsa Simaroubaceae

4 Albizzia amara Caesalpiniaceae

5 Alstonia schlolaris Apocynacae

6 Areca catechu Arecaceae

7 Bombax ceiba Bombacaceae

8 Cassia siamea Caesalpiniaceae

9 Casurina equisetifolia Casurinaeeae

10 Cocos nucifera Arecaceae

11 Cordia dichotoma Bignoniaceae

12 Delonix regia Myrtaceae

13 Eucalyptus hybrid Moraceae

14 Ficus benghalensis Moraceae

15 Ficus religiosa Lythraceae

16 Lagerstromaea parviflora Lythraceae

17 Leucena leucocephala Mimosaceae

18 Mangifera indica Caesalpiniaceae

19 Melia azadirachta Meliaceae

20 Moringa tinctoria Moringaceae

21 Phoenix dactylifera Arecaceae

22 Phoenix sylvestris Arecaceae

23 Pithecelobium dulce Mimosaceae

24 Plumeria rubra Apocyanaceae




84

25 Polyalthea longifolia Anonacaeae

26 Pongamia pinnata Fabaceae

27 Prunus amygdalus Rosaceae

28 Spathodia campanulata Bignoniaceae

29 Syzygium cumini Myrtaceae

30 Tectona grandis Verbenaceae

31 Terminalia arjuna Combretaceae

32 Terminalia cattapa Combretaceae

33 Thevetia peruviana Apocyanaceae

34 Poincinia regia Caesalpiniaceae

35 Anacardium occidentalis Anacardiaceae

36 Anthocephalus cadamba Myrtaceae

37 Jatropha podagrica Euphorbiaceae

38 Gravelia robusta Proteaceae

39 Michelia champaca Magnoliaceae

Shrubs

40 Adhatoda vasica Acanthaceae

41 Anona squamosa Anonaceae

42 Banvysa arybdubacea Poaceae

43 Bougainavilea spectabilis Nyctaginaceae

44 Calotropis gigantia Asclepiadaceae

45 Calotropis procera Asclepiadaceae

46 Capparis alba Capparidaceae

47 Carica papaya Caricaceae

48 Cassiasophora Caesalphiniaceae

49 Clerodendrum serratum Verbenaceae

50 Datura metel Solanaceae

51 Datura stramonium Solanaceae

52 Dendrocalamus strictus Poaceae

53 Euphorbia neriifolia Euphorbiaceae

54 Ficus hispida Moraceae

55 Hemidesmus indicus Periplocaceae

56 Ipomoeacarnea Convolvulaceae

57 Ipmomoea pes-capri Convolvulaceae

58 Jatropha gossypifolia Euphorbiaceae

59 Lantana camara Verbenaceae

60 Musaparadisica Musaceae

61 Opuntia dillenii Cactaceae

62 Pandanus spp Pandanaceae

63 Ricinus communis Euphorbiaceae

64 Solanum torvum Solanaceae

65 Tabernemontana divaricata Apocyanaceae

66 Vernonia divergence Asteraceae

Herbs

67 Abitulon indicum Malvaceae

68 Achyranthes aspera Amaranthaceae




85

69 Ageratum conyzoides Asteraceae

70 Alocasia indica Areceae

71 Alternanthera pungens Amaranthaceae

72 Aragrostis spp Poaceae

73 Arum colocasia Areceae

74 Asteracanthalongifolia Acanthaceae

75 Brassica nigra Brassicaceae

76 Caesulia axillaris Asteraceae

77 Cassia occidentalis Caesalpiniaceae

78 Centella asiatica Centellaceae

79 Cocculus villosus Menispermaceae

80 Corchorums oletorious Tiliaceae

81 Croton sparciflorus Euphorbiaceae

82 Cynodon dactylon Poeceae

83 Cyperus rotundas Cyperaceae

84 Eichhornia spp Cornaceae

85 Ipomoea aquatica Convolvulaceae

86 Justicia quincungularis Acanthaceae

87 Lotus alba Nymphaeaceae

88 Mollugo hirta Molluginaceae

89 Nelumbo nucifera Nelumbonaceae

90 Ocimum bascilicum Lamiaceae

91 Pedilanthus spp Euphorbiaceae

92 Pennisetum spp Poaceae

93 Piper betel Piperaceae

94 Pistia Areceae

95 Portulaca grandiflora Portulacaceae

96 Ruellia tuberosa Acanthaceae

97 Sacharum officinarum Poaceae

98 Scirpus spp Cyperaceae

99 Sida acuta Malvaceae

100 Sida rhomboidea Malvaceae

101 Solanum xanthocarpum Solanaceae

102 Tagetis spp Asteraceae

103 Typha angustifolia Typhaceae

104 Urenalobata Malvaceae

105 Vernonia cineria Asteraceae

Table 3.17 List of Medicinal Plants from study Area

Trees

1 Acacia arabica Mimosaceae

2 Ailanthus excelasa Simaroubaceae

3 Alstonia schlolris Apocynaceae

4 Areca catechu Arecaceae

5 Eucalyptus hybrid Myrtaceae

6 Ficus benghalensis Moraceae




86

7 Ficus religiosa Moraceae

8 Melia azadirachta Meliaceae

9 Syzygium cumini Myrtaceae

10 Terminalia Aruja Combretaceae

11 Terminalia cattapa Combretaceae

12 Anacardium occidentalis Anacardiaceae

13 Anthocephalus acadamba Myrtaceae

Shrubs

14 Adhatoda vasica Acanthaceae

15 Calotropis gigantia Asclepiadaceae

16 Datura metel Solanaceae

17 Datura stramonium Solanaceae

18 Dendrocalamus strictus Poaceae

19 Euphorbia neriifolia Euphorbiaceae

20 Hemidesmum indicus Periplocaceae

21 Opuntia dillenii Cactaceae

22 Ricinus communis Euphorbiaceae

Herbs

23 Achyranthes aspera Amaranthaceae

24 Asteracantha longifolia Acanthaceae

25 Centella asiatica Centellaceae

26 Cocculus villosus Menispermaceae

27 Cyperus rotundas Cyperaceae

28 Ocimum bascilicum Lamiaceae

29 Piper betel Piperaceae

30 Portulaca grandiflora Portulacaceae

31 Sida acuta Malvaceae

32 Solanum xanthocarpum Solanaceae

Table 3.18 List of Species wise catch study Area

Fresh Water Species

1

Major carps

Catla

Rahu

Mrigal

Galbasu

2

Exotic Carps

SC, CC, GC 3 Minor carps

4 Murrels

5 Hilsa

6 Cat fish

Prawn

i) Culture




87

7 ii) Capture

8 Other fresh water fish

Brackish Water

1

1

Shrimp/Prawn

i) P. Monodn

ii) P. Indicus

iii) Metapenius

iv) Other shrimp/prawn

2 Mullats

3 Hila

4 Glupeids

5 Perches

6 Threadfin

7 Cutfish

8 Beloniform

9 Selasniferm

10 Munels

11 Feather back

12 Cichtids

13 Triienthus

14 Misc. fish

15 Grab

National Park / Sanctuary

As per the field survey, satellite imagery and as per the records of the Conservators of Forest

(Wild life) of office of the Principal Chief Conservator of Forest (Wildlife) & Chief Wildlife

Warden, Orissa, Bhubaneswar there is no National Park or Sanctuaries in 10 Km radius.

3.16. Socio-Economic Environment

Reconnaissance

Reconnaissance has been done to assess socio-economic status in the study area. The study

area is rural however basic amenities were observed to be available.

Methodology

Detailed socio-economic data were collected within 10 km radius of the existing Project site.

Preliminary information was collected during field investigation followed by secondary data

from the census of India 2011.

Socioeconomic Assessment

Socio economic status of the population is the indicator of the change in the life style due to the

developmental activities taking place in the region. The villages which appears within the 10 km

radius from the centre of the proposed Project site are considered for socioeconomic study.




88

Demography

The study there is 35 villages in the study area. The demographic pattern of all the settlements

as per 2011 census is given in Table 3.18.

Figure 3.12 Villages within 10 km radius

Sex Ratio

Sex ratio is number of females per 1000 males. In the study area the sex ratio is 966.60. As

per the Census 2011 the male population is 51.32% while female population is 48.68% of the

total population.

Table 3.19 Village-wise details of Population

Name No of

Households

Total

Population

Person

Total

Population

Male

Total

Population

Female

Sex ratio

(Female/Male*1000)

Pitambarpur 114 555 284 271 954.23

Musadia 810 2852 1625 1227 755.08




89

Singitalia 170 880 457 423 925.60

Pipal 480 2573 1326 1247 940.42

Chakradharpur 180 851 432 419 969.91

Balidia 386 1972 989 983 993.93

Nuagarh 525 2565 1282 1283 1000.78

Nimidhihi 261 1371 704 667 947.44

Katakulla 182 890 464 426 918.10

Koladia 96 430 225 205 911.11

Jagati 245 1232 611 621 1016.37

Nunukua 293 1380 696 684 982.76

Kothi 425 2074 1063 1011 951.08

Jhimani 595 2963 1502 1461 972.70

Siju 303 1531 776 755 972.94

Uchhabanandpur 157 908 467 441 944.33

Biswali 570 2509 1281 1228 958.63

Mangarajpur 724 3314 1674 1640 979.69

Hasina 509 2252 1170 1082 924.79

Gandakipur 1310 5925 3025 2900 958.68

Fatepur 581 2840 1495 1345 899.67

Pratappur 223 945 455 490 1076.92

Kharigotha 210 1057 538 519 964.68

Gopiakuda 962 4293 2211 2082 941.66

Rangiagarh 430 2068 1072 996 929.10

Bagadia 544 2736 1422 1314 924.05

Chauliapalanda 6 30 13 17 1307.69

Bibachhapur 99 481 248 233 939.52

Talapada 813 3984 2048 1936 945.31

Kankardia 445 2086 1050 1036 986.67

Sunadiakandha 90 342 183 159 868.85

Gobindapur 661 2743 1369 1374 1003.65

Dhinkia 832 4141 2114 2027 958.85

Trilochanpur 554 2803 1436 1367 951.95

Abhayachandapur 8 28 13 15 1153.85

Total 14793 69604 35720 33884 966.60(Average)




90

Figure 3.13 Demography of the project area

SC/ST Population: Out of total population, 32.52% is SC population and 0.14% is ST

Population.

Table 3.20 Social Distribution

Name

Total

Populati

on

Person

Scheduled

Castes

population

Person

Scheduled

Castes

population

Male

Schedule

d Castes

populatio

n Female

Scheduled

Tribes

population

Person

Schedule

d Tribes

populatio

n Male

Scheduled

Tribes

population

Female

Pitambarpur 555 0 0 0 0 0 0

Musadia 2852 186 105 81 27 21 6

Singitalia 880 100 55 45 0 0 0

Pipal 2573 854 438 416 0 0 0

Chakradharpur 851 198 96 102 4 3 1

Balidia 1972 66 29 37 4 2 2

Nuagarh 2565 236 116 120 0 0 0

Nimidhihi 1371 151 73 78 5 3 2

Katakulla 890 42 22 20 0 0 0

Koladia 430 352 186 166 0 0 0

Jagati 1232 187 86 101 0 0 0

Nunukua 1380 339 184 155 0 0 0

50%

26%

24%

Demography

Total Population Person

Total Population Male

Total Population Female




91

Name

Total

Populati

on

Person

Scheduled

Castes

population

Person

Scheduled

Castes

population

Male

Schedule

d Castes

populatio

n Female

Scheduled

Tribes

population

Person

Schedule

d Tribes

populatio

n Male

Scheduled

Tribes

population

Female

Kothi 2074 361 194 167 0 0 0

Jhimani 2963 502 245 257 3 2 1

Siju 1531 219 110 109 0 0 0

Uchhabanandp

ur 908 72 37 35 0 0 0

Biswali 2509 1559 800 759 0 0 0

Mangarajpur 3314 1647 838 809 0 0 0

Hasina 2252 1260 650 610 2 2 0

Gandakipur 5925 4305 2182 2123 1 0 1

Fatepur 2840 928 485 443 0 0 0

Pratappur 945 15 7 8 0 0 0

Kharigotha 1057 61 35 26 0 0 0

Gopiakuda 4293 3264 1676 1588 1 1 0

Rangiagarh 2068 429 219 210 12 8 4

Bagadia 2736 887 469 418 0 0 0

Chauliapalanda 30 0 0 0 0 0 0

Bibachhapur 481 36 20 16 0 0 0

Talapada 3984 476 244 232 22 11 11

Kankardia 2086 240 116 124 0 0 0

Sunadiakandha 342 35 19 16 0 0 0

Gobindapur 2743 1045 512 533 0 0 0

Dhinkia 4141 1649 831 818 2 2 0

Trilochanpur 2803 935 475 460 0 0 0

Abhayachanda

pur 28 0 0 0 12 7 5

Total 69604 22636 11554 11082 95 62 33




92

Figure 3.14 Social Distribution of project area

Literacy

The overall percentage of literate in the area is 76.79%. Total literate population is 53448. The

literacy rate of female is 82.18% while literacy rate in male is 71.10%.

Table 3.21 Literacy Rate

Name


Literates Population Person

Literates Population Male

Literates Population Female

Illiterate Persons

Illiterate Male

Illiterate Female

Pitambarpur 555 469 256 213 86 28 58

Musadia 2852 2205 1334 871 647 291 356

Singitalia 880 717 388 329 163 69 94

Pipal 2573 1991 1104 887 582 222 360

Chakradharpur 851 720 383 337 131 49 82

Balidia 1972 1506 809 697 466 180 286

Nuagarh 2565 2003 1056 947 562 226 336

Nimidhihi 1371 1053 575 478 318 129 189

Katakulla 890 702 390 312 188 74 114

Koladia 430 342 197 145 88 28 60

Jagati 1232 982 504 478 250 107 143

50%

16%0%

34%

Chart Title


Scheduled Castes population Person

Scheduled Tribes population Person

General population person




93

Nunukua 1380 988 538 450 392 158 234

Kothi 2074 1644 909 735 430 154 276

Jhimani 2963 2166 1187 979 797 315 482

Siju 1531 1195 658 537 336 118 218

Uchhabanandpur 908 640 359 281 268 108 160

Biswali 2509 1877 1037 840 632 244 388

Mangarajpur 3314 2668 1432 1236 646 242 404

Hasina 2252 1674 945 729 578 225 353

Gandakipur 5925 4349 2410 1939 1576 615 961

Fatepur 2840 2145 1220 925 695 275 420

Pratappur 945 682 350 332 263 105 158

Kharigotha 1057 810 443 367 247 95 152

Gopiakuda 4293 3281 1821 1460 1012 390 622

Rangiagarh 2068 1615 879 736 453 193 260

Bagadia 2736 1985 1135 850 751 287 464

Chauliapalanda 30 22 10 12 8 3 5

Bibachhapur 481 408 220 188 73 28 45

Talapada 3984 3350 1775 1575 634 273 361

Kankardia 2086 1566 856 710 520 194 326

Sunadiakandha 342 250 146 104 92 37 55

Gobindapur 2743 2114 1117 997 629 252 377

Dhinkia 4141 3181 1750 1431 960 364 596

Trilochanpur 2803 2135 1156 979 668 280 388

Abhayachandapur 28 13 7 6 15 6 9

Total 69604 53448 29356 24092 16156 6364 9792




94

Figure 3.15 Literacy Rate of the project area

53448

2935624092

16156

6364 9792

0

10000

20000

30000

40000

50000

60000

Literates Population

Person


Male


Female

Illiterate Persons

Illiterate Male

Illiterate Female

Literacy Rate




95

Employment Scenario

The overall percentage of workers in the area is 33.83%.

Table 3.22 Employment Scenario

Name

Total Populati

on Person

Total Worker Populat

ion Person

Total Worke

r Population Male

Total

Worker Population

Female

Main Working

Population Person

Main Cultivator

Population Perso

n

Main Agricultural Labourers

Population Perso

n

Main Household

Industries

Population Perso

n

Main Other Worke

rs Population Perso

n

Marginal Worker Populati

on Person

Non Working Populati

on Person

Non Working Population Male

Non Working Populati

on Female

Pitambarpur 555 181 172 9 177 135 14 0 28 4 374 112 262

Musadia 2852 1188 1042 146 1168 19 14 5 1130 20 1664 583 1081

Singitalia 880 265 252 13 257 71 7 5 174 8 615 205 410

Pipal 2573 773 706 67 520 235 30 17 238 253 1800 620 1180

Chakradharpur 851 264 243 21 253 45 1 0 207 11 587 189 398

Balidia 1972 643 550 93 540 141 27 7 365 103 1329 439 890

Nuagarh 2565 678 631 47 662 171 29 55 407 16 1887 651 1236

Nimidhihi 1371 442 383 59 426 42 36 38 310 16 929 321 608

Katakulla 890 566 310 256 235 14 117 60 44 331 324 154 170

Koladia 430 133 116 17 72 30 2 5 35 61 297 109 188

Jagati 1232 361 317 44 319 159 3 53 104 42 871 294 577

Nunukua 1380 403 380 23 220 52 2 1 165 183 977 316 661

Kothi 2074 673 617 56 615 218 35 23 339 58 1401 446 955




96

Jhimani 2963 902 815 87 780 230 40 133 377 122 2061 687 1374

Siju 1531 509 446 63 380 134 5 7 234 129 1022 330 692

Uchhabanandpur 908 304 273 31 285 82 77 5 121 19 604 194 410

Biswali 2509 807 718 89 453 68 11 3 371 354 1702 563 1139

Mangarajpur 3314 1215 929 286 974 227 237 48 462 241 2099 745 1354

Hasina 2252 698 610 88 492 216 27 13 236 206 1554 560 994

Gandakipur 5925 2310 1801 509 1802 320 577 41 864 508 3615 1224 2391

Fatepur 2840 1356 860 496 1010 178 254 9 569 346 1484 635 849

Pratappur 945 334 287 47 288 170 42 1 75 46 611 168 443

Kharigotha 1057 354 303 51 271 163 38 16 54 83 703 235 468

Gopiakuda 4293 1331 1178 153 973 193 87 116 577 358 2962 1033 1929

Rangiagarh 2068 683 597 86 654 97 177 12 368 29 1385 475 910

Bagadia 2736 830 793 37 528 133 11 14 370 302 1906 629 1277

Chauliapalanda 30 12 9 3 12 0 8 1 3 0 18 4 14

Bibachhapur 481 155 147 8 137 69 2 1 65 18 326 101 225

Talapada 3984 1351 1169 182 1083 129 156 47 751 268 2633 879 1754

Kankardia 2086 688 642 46 418 230 136 11 41 270 1398 408 990

Sunadiakandha 342 118 115 3 78 75 0 0 3 40 224 68 156

Gobindapur 2743 809 759 50 441 229 123 2 87 368 1934 610 1324

Dhinkia 4141 1312 1230 82 1136 603 342 12 179 176 2829 884 1945

Trilochanpur 2803 884 804 80 804 506 175 12 111 80 1919 632 1287

Abhayachandapur 28 14 9 5 12 0 1 0 11 2 14 4 10

Total 69604 23546 20213 3333 1847

5 5384 2843 773 9475 5071 46058 15507 30551




97

Figure 3.16 Employment Scenario

23546

18475

5071

46058

0

5000

10000

15000

20000

25000

30000

35000

40000

45000

50000

Total Worker Population Person

Main Working Population Person

Marginal Worker Population Person

Non Working Population Person

Occupational Pattern




98

3.17. Sampling Photos:

Figure 3.17 Baseline monitoring Photographs

Air Monitoring Photos

Ambient Air Monitoring at Project Site

Ambient Air Monitoring at Rangiagadh Village

Water Sampling Photos

Water Sampling at Project Site

Water Sampling at Paradip




99

Figure 3.18 Baseline monitoring Photographs

Noise Monitoring Photos

Noise Monitoring at Project Site

Noise Monitoring at Paradip

Soil Sampling Photos

Soil Sampling at Project Site




100

CHAPTER 4. ANTICIPATED ENVIRONMENTAL IMPACTS AND MITIGATION MEASURES

4.1. Introduction

Prediction of environmental impacts is an important part of impact assessment study as it

provides quantitative as well as qualitative information related to projection of possible

environmental consequences from the proposed project well in advance. Several mathematical

/ statistical techniques and methodologies are available for prediction & evaluation of impacts

due to proposed projects on physical, chemical, biological and socio- economic components of

environment. The results obtained from the predictions are to be superimposed over the

baseline (pre-project) status of environmental quality to derive the ultimate (post-project)

scenario of environmental quality within the impact zone (10 km radius) around site.

This chapter presents identification and appraisal of the likely impacts due to installation of

proposed Mounded Bullets for bulk Butane & Propane storage (20 Nos. x 2,000 MT). The

Proposed Expansion of LPG Marketing Terminal is located at Plot nos. 240, 241, 254, 256,

257, 258, 253, 255, 243, 245, 246, 247, 248, 249, 259, 260, 236, 237, 239, 242, 187, Khata

No- 1&3, Bhitargarh area of Jagatsinghpur district in Odisha State. The construction and

operational phase of the proposed project comprises various activities each of which may have

an impact on environmental parameters. Various impacts during the construction and operation

phase on the environment have been studied to estimate the impact on the environmental

attributes and are discussed in the subsequent section. The probable impacts of each of these

activities on various sectors of environment have been mentioned below in two headings:

Construction Phase

Operation Phase

4.2. Impact during Construction Phase

The impact during construction will be localized and short term with permanent changes in

profile of the project site as compared to the current conditions. Impact will be primarily related

to the civil works and less intensive impact is expected during erection of the equipment and

trial operation. Except for change in land use all other environment impacts will be temporary in

nature.

4.2.1. Impact on Topography and Land-use

The installation activities include excavation of soil from the proposed site.

The excavated loose soil will be utilized for leveling of low lying areas inside the plant. Thus,

the impact on topography during construction phase is insignificant. About 52.7 Acres of land is

already available for LPG Marketing Terminal. Land required for LPG Import Facility project

has already been earmarked. The land has been taken from Paradip Port Trust on long term

lease. Project area is low lying non-agricultural barren land, which was filled up approx. 3.0 m

during construction of LPG Marketing Terminal. The present project site is level land. The

earthwork and storage of constructions material may temporarily affect the topsoil in terms of




101

erosion as well as amendment of soil. Transport of construction material would lead to an

increase in traffic flux. However, these temporary impacts will gradually disappear on

completion of the project.

Mitigation Measures: Water sprinkling will be regularly carried in order to arrest the fugitive

dust to the maximum extent possible. All construction equipment will be maintained properly.

Only “PUC” certified vehicles of contractor will be deployed at site. The green belt will reduce

fugitive emissions in the environment.

4.2.2. Impact on Noise Environment

The project site is likely to have increase noise level up to 80-90 dB(A) due to the

constructional activity, the movement of heavy motor vehicles, loading and unloading, handling

of equipments and materials, construction equipments like dozer, scrapers, concrete mixer,

crane, generators pumps and compressor, etc. The nature of impact is short term and

reversible.

During Construction Phase, potential noise emissions will be mainly from:

Diesel Generators: 65 - 70 dB(A)

Heavy Duty Construction equipment: 75 to 90 dB(A)

Vehicular Noise: 70 dB(A) (at the edge from the centerline of the road)

Mitigation Measures:

To minimize the impact, construction schedules would be optimized to day time working and

the night activities will be scaled down. Extensive earthmoving and movement of heavy

equipments would be conducted only during the regular working hours in day time. Noise and

vibration impacts at construction sites will be minimized by:

Fitting mufflers to vehicles and construction equipments. Adequate personal protective equipment like ear plugs and ear muffs will be provided to the plant workers to reduce the effect of noise.

Diesel Generator sets will be provided with acoustic enclosures.

Project site periphery will be shielded.

Noise generating machinery exceeding noise standards will not be used. Green belt will be developed around the periphery of project site.

Overall, the impact of generated noise on the environment during construction period is likely to

be insignificant, reversible and localized in nature and mainly confined to the day hours.

4.2.3. Impact on Drainage

The natural drainage channel passing through our project site is clear of any obstruction. The

same will be futher strengthened with side pitching to prevent soil erosion and its natural

course shall Only surface runoffs are likely in monsoon which will be channelized to natural

streams. Natural drainage pattern will not be affected as construction activity will be done

inside the proposed project periphery. Thus there will be no impact on drainage pattern.




102

4.2.4. Impact on Water Environment

Water requirement will be met by bore wells as water consumption is very low. It is expected

that most of the construction workers may be hired from the nearby areas in the vicinity of the

project site. No migration of workers is envisaged for this project. Since, only local workers

would be engaged for the project, sanitation facility will be provided for the workers working

during the construction phase. Also the water requirement during the construction phase will be

very minimal so the overall impact on water environment due to construction of proposed

project is likely to be temporary, short term and insignificant.

4.2.5. Impact on Soil Environment

To keep the damage to top soil minimum excavators shall be used for construction. The

excavated material such as top soil and stone shall be stacked at safe places for reuse at a

later stage of construction. To prevent soil erosion during construction phase temporary

seeding sedimentation basins contour trenching mulching etc. can be done based on the net

imperviousness by the site and it should not exceed the imperviousness factory as prescribed

by the national Building Code, 2005. Preserving existing vegetation or re-vegetation disturbed

soils is one of the most effective ways to control soil erosion. During dry weather, control of the

dust nuisance created by excavation and transportation activities shall be carried out by water

sprinkling.

4.2.6. Impact on Biological Environment

Development of Green belt all around the project will be started along with the construction

activities to control the dust and noise due to construction activities within plant boundary.

Therefore, no impact on the biological environment is envisaged.

4.2.7. Impact on Socio-Economic Environment

The manpower will be required during the construction phase. The required manpower would

be engaged locally to the extent possible. In addition to the opportunity of getting employment

as construction laborers, the local population would also have employment opportunities in

related service activities like commercial establishments, small contracts/subcontracts and

supply of construction materials for buildings and ancillary infrastructures etc. There will be

positive impact for the local workforce during construction phase of the project.

4.2.8. Traffic Volume

There will be slight increase in road traffic. The site has good road connectivity. Traffic volume

on nearby roads will increase due to movement of medium and heavy vehicles considering the

overall size and nature of the Project, the increase in traffic will not have any significant effect.

A traffic management plan for the area will be developed to ease the situation. The following

arrangement would be made to ease the situation.

Mitigation Measures:

The roads will be strengthened, if required, for transportation of material, goods etc.

Drivers of trucks / dumpers engaged in construction work will be instructed to give way to passenger buses, cars etc.




103

Transport of construction materials and machineries will be carried out during lean traffic period of the day or during night.

4.2.9. Impact due to Solid/Hazardous Waste Solid Waste

Generation of solid waste in the form of excavated earth is envisaged during the construction

period. There will be temporary piling of excavated earth and shall be utilized for leveling of the

low lying area in the plant. During construction of Mounded Bullets for bulk Butane & Propane

storage (20 Nos. x 2,000 MT), some solid materials are expected to be generated. The gas

cylinders used for welding shall be returned back to the supplier. Cement bags, plastic buckets,

coal tar drums, damaged tools and other containers are used during construction and

discarded as solid wastes.

Hazardous Waste

The hazardous materials used during the construction may include diesel, welding gas and

paints, etc. These have to be disposed carefully.

4.3. Impact during Operation Phase

The impact during the operation phase will be continuous in nature. However whatever impact

on environment is present will be minimized through effective mitigation measures.

4.3.1. Impact on Topography and Land-use

As the bullets will be mounded with earth/sand and the operation will be confined in closed,

leak proof system, no impact is envisaged on the topography during operation phase.

4.3.2. Impact on Air Quality & Fugitive Emission

No emission is envisaged during the storage & handling of LPG in the Mounded Bullets. LPG

will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space for

putting up Butane / Propane unloading facility is available. Imported Butane / Propane would

be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane

and Propane will be stored in aboveground mounded storage vessels and sent to market as

LPG after blending of Butane & Propane. The proposed LPG plant will be operated in a well

proven leak proof system, thus there will no source of emissions from the storage and blending

LPG marketing terminal. LPG vessel is not designed for full vacuum, some alternatives, in

order of preference, are as follows:

a. Design for partial vacuum condition. This alternative is applicable when the vacuum

conditions caused by ambient temperature conditions. The design pressure shall be equal to

the vapor pressure of the product at the ambient temperature. In this situation, no additional

protection against vacuum is needed.

b. Design for partial vacuum with a vacuum relief valve and a connection to a reliable supply of

hydrocarbon gas. This alternative may compromise product quality.

c. Design for partial vacuum with a vacuum relief valve that admits air to the vessel. This

alternative, under some conditions, may present a hazard from the presence of air in the LPG




104

storage vessel, and this hazard shall be considered in the design. LPG Vessels shall meet the

requirements of the ASME Boiler and Pressure Vessel Code, Section VIII, Division I or 2.

The air environment may have a little negative impact due to increase of vehicles and DG set.

The proposed DG sets are standby in nature and will be operated only when power failure from

Central electricity supply utility of Orissa (CESU).

There are 2 Stacks existing and one proposed, designed as per CPCB guidelines for the

exhaust gases to dissipate in the air. Hence adverse impact is not envisaged from DG sets.

The trucks that come into the terminal are also provided with spark arrestors. In total about 89

tank trucks a day is expected to move in and out of the unit. The Vehicles will be regularly

checked for emission levels and hence emission from the exhausts of the vehicles will have

least effect on the atmosphere.

4.3.3. Impact on Water Environment


requirement for the proposed expansion project will be 39.74 KLD (Existing-27.74 KLD &

Proposed-12 KLD). 9.45 KLD sewage will be treated in existing STP (Capacity-10.5 KLD).

Wash water from Floor washing (0.55 m3/d) will be diverted to sedimentation traps and reused.

The sources of waste water from the proposed terminal are from canteen facilities and office

building. The waste water is treated in sewage treatment plant and is reused for gardening and

other activities like toilet flushing and cleaning purposes. Zero discharge is proposed for the

terminal project. The proposed activity does not envisage generation/ disposal of any

hazardous or toxic materials, which could leach down to water table. Hence, impact on the

water quality and water body is not envisaged in the proposed project.

4.3.4. Impact due to Solid Waste

Municipal solid waste will be disposed through local bodies. Spent lube oil from D.G. set will be

sold to OSPCB Authorized recyclers.

4.3.5. Impact on Noise Levels

As the proposed Mounded Bullets shall be operated in closed circuit, it is envisaged that noise

environment would remain unaffected during operation of the proposed facilities.

4.3.6. Impact on Biological Environment

Terrestrial Ecology

The probability and consequences of significant ecological impacts occurring as a result of the

operation of the Mounded Bullets/facility are considered to be almost negligible. The risk of any

leakage is almost negligible owing to stringent leak prevention technologies.

Aquatic Ecology

There will be no effluent discharge in the water body. Thus there is no impact on the aquatic

biota present in vicinity of proposed project.




105

4.3.7. Impact on Socio-economic Environment

The positive impacts of the proposed plant would begin to be felt with the start up of the

operational activities.

There will be more in-direct employment generation as a result in proposed expansion project.

The migration for employment is likely to reduce due to better economic opportunities.

There will be socio-economic development.

Increase in in-direct employment due to large flow of financial and material resources through increased business, trade commerce and service sector.

4.4. Action Plan for Green Belt Development

Green Belt will be developed in 73 212.26 sq m area of the total plot area. The main objective

of the green belt is to provide a barrier between the plant and the surrounding areas.

4.5. Conclusion

Impact Statement

The impact on socio-economic status of the project would be predominantly positive, if the

proper implementations of the measures suggested in the EMP are made.

Overall Impact:

The overall impact of the proposed project is beneficial as the impact on the air, noise, water,

land and biological environments are not very significant and the socioeconomic benefits are

predominantly positive.




106

CHAPTER 5. ENVIRONMENTAL MONITORING PROGRAMME

5.1. Prelude

Environmental Monitoring describe the processes and activities that need to take place to

characterize and monitor the quality of the environment. Environmental Monitoring is used in

the preparation of the environmental impact assessment, as well as in many circumstances in

which human activities carry a risk of harmful effects on the natural environment. All monitoring

strategies and programs have reasons and justifications which are often designed to establish

the current status of an environment and prediction of the impact of future development and/ or

alteration in the operation and design of existing installation. Environmental Monitoring Network

is operation phase of the project for monitoring of various Environmental parameters like air,

water, Noise, soil, etc.

Environmental Monitoring Program will be as per requirement after the proposed new plant.

5.2. Implementation Schedule of Monitoring Measures

Monitoring should be done as periodically to understand the environmental condition of the

site. In order to facilitate easy implementation, mitigation measures are phased as per the

priority implementation. The priority of the implementation schedule is given in Table-5.1.

Table 5.1 Implementation Pollution Control Measures

S. No Required Measures Stage Remarks

1 Air pollution control

measures DG sets during power failure

Appropriate stack height will be

provided.

2

Ground Water

Criteria and Drinking

Water parameter.

During construction and

Operation stage.

As per IS 10500 Standard

Quarterly monitor quality of

water.

3 Waste Water Treatment Construction and operation

phase of the project

No trade effluent arises from

operation phase. Washing

water passed through

sedimentation traps & reuse.

Sewage will be disposed

through septic tank & Soak pit.

3 Greenbelt development During construction stage &

operation stage.

Plantation will be done along

the boundary and specified

sites shown in master plan.

4 Solid waste disposal Construction and operation


Solid waste to be segregated

and handed over to authorized

vendor.




107

5 Hazardous waste

disposal

Construction and operation


Handover to authorized

vendor.

5.3. Environmental Monitoring

Environmental Monitoring should be carried out during construction and operation phase of the

project.

5.3.1. Monitoring and Reporting Procedure

Regular monitoring of important and crucial environmental parameters is of immense

importance to assess the status of the environment during construction & operational phase.

With the knowledge of baseline condition, the monitoring program can serve as an indicator for

any deterioration in environmental conditions due to operational phase and suitable mitigation

steps could be taken in time to safeguard the environment. Monitoring is as important as that of

control of pollution since the efficiency of control measures can only be determined by

monitoring. The proposed monitoring program gives below:

5.3.2. Air Pollution and Meteorological Aspects

Ambient air quality will be monitored. The ambient air quality with respect to NOx, SO2,

suspended particulate matter (PM10 and PM2.5) will be monitored in at least 5-6 location in

and around the project site through a reputed environmental laboratory recognized by

MoEF/NABL. Monitoring will be carried out for a period of 24 hours, every month during

construction phase and quarterly in operation phase. Emission from the DG sets maintained &

monitored according to standard & used only in power failure condition.

5.3.3. Water and Waste Water Quality

Ground water monitoring locations will be identified and periodically check the Physical,

chemical as well as biological parameter as per drinking water standard IS: 10500.

5.3.4. Noise Levels

Monitoring of the noise level is essential to assess the effectiveness of Environmental

Management Plan implemented to reduce noise levels. A good quality sound level meter and

noise exposure meter may be procured for the same.

Audiometric tests shall be conducted periodically for the employees working close to the high

noise sources.

5.4. Cost Provision for Environmental Measures

For environment protection and management and pollution control and treatment and

monitoring systems, appropriate budgetary provision would be made and provision for

recurring expenditure for environment management of the project would be made. The details

of budget allocation during construction phase and operation phase are given in Table-5.3.




108

5.4.1. Cost Estimates

An effective Environmental Monitoring Plan (EMP) is proposed during the construction phase

and operational phase of the project to conserve the environment at site. The details of EMP

are given below.

Table-5.3: Budget Allocation for Environmental Management

Construction Phase

S.

No.

461. Pollution Control Measures Capital Cost Per Annum (Lac)

1 Dust suppression during construction 5

2 Green Belt development 10

3 Solid waste management facility 5

4 Environment Monitoring

(Monitoring charges for air, water, noise ) 5

5

Occupational Health

(Includes cost of medical checkup, PPE &

first aid kit and PPE, first aid facility, safe

drinking water plant & sanitation measures)

5

Total 30

Operation Phase

S.

No. Pollution Control Measures

Recurring Cost

per annum Rs. (Lakhs)

Capital

Cost Rs. (Lakhs)

1 Air Pollution Control 0.5

10.0 2 Water Pollution Control 5.0

3 Noise Pollution Control 0.5

4 Environment Monitoring

and Management 2.0 2.0

5 Occupational Health 5.0 30.0

6 Green Belt 10.0 30.0




109

Total EMP cost (Construction + Operation phase): 2.57 Crore

7 Solid waste management 1.0 5.0

8 CSR Activity 0.0 150.0

TOTAL EMP COST 24.0 227.0




110

CHAPTER 6. ENVIRONMENT MANAGEMENT PLAN

6.1. Introduction

Environmental Management is basically resource management and environmental planning is

similar to development planning. The conventional resource management and development

planning look at the issues from narrow micro-economical point of view while environmental

management views the issues from the broader prospective of long term sustainable

development option, which ensures that the environment is not desecrated. An Environmental

Management Plan is prepared for construction phase, post construction phase (commissioning

and operation) and for post project phase. The environmental management plan is prepared to

minimize the impact of atmospheric emissions, liquid effluents, solid wastes & noise generation

on the surrounding environment.

The baseline settings of different relevant environmental components in the study area are

analyzed and potential impacts on those components due to the proposed project are

documented. The impacts on environment are found to be minimal during the study; however

additional measures are documented for both construction and operation stages for further

improvement of Environmental Quality in the form of an Environmental Management Plan

(EMP).

6.2. Environment, Health and Safety (EHS)

It is of utmost concern for a company to conduct its business in a manner that will promote the

protection of the occupational Health & Safety; Welfare of its employees and others involved in

or affected by its business operations and address the environmental concerns regarding

sustainable development.

To be a responsive and responsible corporate citizen, we shall strive to achieve an

organizational culture of Safety, Health and Environmental excellence.

As an integral part of the company‟s business performance, the company shall declare full

commitment to achieve high levels of performance in Health, Safety and Environment.

Continual improvements in Safety, Health and Environment shall be recognized as essential for

the future success of the company.

6.3. Environmental Objectives

While developing an EMP within the framework of an EMS, it is imperative to have clear

environmental objectives and delineate them. The key environmental management objectives

for this project are to avoid significant adverse environmental impacts and to ensure that where

impacts do occur they are mitigated. In addition, the project proponent aims to meet the

following specific objectives.

To adopt construction and operational methods that will limit environmental degradation.

To protect physical environmental components such as air, water and soil.

To conserve terrestrial and aquatic flora and fauna.




111

To protect historic and cultural sites.

To incorporate the views and perceptions of the local inhabitants in the project.

To generate employment opportunities wherever possible and feasible.

To provide environmental guidelines and stipulations to the construction contractors to minimize the impact of those activities around the proposed site.

To provide advanced sophisticated safety system to ensure safety of the public at large.

To establish a long term program to monitor effects of the project on the environment.

6.4. Implementation

The various players responsible for execution of the EMP and associated monitoring and

inspection and their designated levels of responsibilities are delineated below:

The Project Proponent will be responsible for providing all the necessary funding and

administrative support to the EMP and be ultimately responsible for carrying out this project

with total commitment to environmental matters.

The Management Representative (MR), working on behalf of the project proponent, will be

responsible for coordinating the activities of a technical staff, responsible for monitoring and

managing compliance of the EMP. The responsibilities include technical, community and

administrative matters related to the EMP, including liaison with the general public in the

project area, other parties and regulatory bodies on environmental issues related to the project.

This person will also keep the local communities informed of the environmental compliance of

the project and properly address any issues of their concern.

The EHS Representative with the help of the technical staff, will be responsible for monitoring

the compliance of the EMP (for which they will be given adequate training) and must report to

Management Representative (MR).

The Construction Contractor will be responsible for ensuring full compliance with environmental

matters related to construction activities, as laid down in the EMP. The construction contractor

will ensure that all his workers are properly briefed in environmental matters in terms of Do‟s

and Don‟ts while they work on the project. The cost towards implementation of EMP is the part

of the bidding document so that the related costs are included in the contract.

6.5. EMP for Construction Phase

Environmental impacts during the construction phase can be attributed to the site preparation,

excavation of trenches, erection & mechanical fabrication, construction activities, transportation

etc. and provision of civic amenities to the construction workforce. The potential for

environmental impact during construction phase on most of the environmental components are

temporary, and the environment returns back to its previous status on completion of the

construction. State of the art technology will be adopted for control of pollution during project

execution phase, whenever and wherever applicable.

All construction activities generally cause disruptions to the pre project environmental quality.

The following environmental protection measures should be incorporated as part of terms and

conditions of contract for implementation by the contractor or the authority as appropriate.

Recommendations made to minimize impacts during construction phase are delineated below:




112

Basic Engineering Control Measures

The primary aim of the environment management plan is to eliminate environmental impacts

during designing wherever possible or minimize the risks through best engineering controls.

The measures that can be integrated into design, construction and operation for proposed

expansion project can be broadly defined as:

Reducing possibility of leakage that could result in losses.

Surveillance to ensure that, in the highly unlikely event that a loss should occur, it would be quickly detected.

Developing effective response plans to contain any losses and to prevent damage resulting from any damage.

Incorporate drainage and minimize disturbance to natural drainage pattern, engineer slopes and drainages to minimize erosion.

Tank leakage, rupture

Proper design, fabrication and installation of tanks.

Optimum thickness of tank material with high grade steel.

PUF Insulation system to arrest heat radiation.

Operational philosophy for regular maintenance and monitoring line to check for any internal or external faults.

Loss Detection

Electronic alarms to detect breakages.

Additional monitoring through special patrols will take place.

A year-round monitoring program to check for presence of any contamination in soil, groundwater and nearby surface water bodies.

Conducting increased community awareness programs to assist in reporting of any issues.

Loss Containment

In the event of a leak being detected the operational control to immediately shut down or cut-off the tank from operation where it occurs.

Development of a comprehensive emergency response plan or handling leaks, fire etc. as well as natural calamities like landslides, earthquakes etc.

The emergency response personnel with appropriately trained and emergency control equipment for fire will be strategically located along the pipeline.

The environmental pollution during construction phase is purely temporary and localized except permanent change in local land-use and landscape at the proposed storage tanks. Environmental pollution in construction phase will be mainly due to site preparation, civil works, transportation, storage and handling of different kinds of materials including flammable / hazardous materials, construction worker‟s sanitation etc. The environmental impacts during construction period are considerably less and of shorter duration. However, they require due consideration and importance during project execution, and also wherever applicable detailed protocol / procedures shall be implemented to prevent / mitigate adverse impacts / occupational hazards.




113

Management of Air Environment

The Central Pollution Control Board (CPCB) has set standards with regard to the ambient air

quality levels and emission levels. The particulate matter, PM10 (size ≤10 µm) levels in

Industrial, residential and rural area not to exceed 100 µg/m3. The standard for industrial areas

is 100 µg/m3. The vehicular emission standards for Heavy diesel driven vehicles as per Bharat

stage-III for

Hydrocarbons: 1.6 g/km hr; Carbon Monoxide: 2.1 g/km hr and Oxides of Nitrogen: 5 g/km hr

and PM: 0.1 g/Km/hr. These standards will have been met. (http://www.cpcb.nic.in/Vehicular

Exhaust.php).

Environmental pollution during construction phase will be mainly due to the activities involving

site preparation and construction. Preparation of site will involve movement of substantial

quantity of soil to fill the land. During dry weather conditions, it is necessary to control the dust

pollution created by leveling, grading and transportation activity.

Materials required for earth filling should be collected from the site. The transportation routes

should be selected such that movement of trucks through inhabited villages is reduced. It

should be ensured that construction vehicles are properly maintained to minimize smoke in

exhaust emissions. The vehicle maintenance area should be located in such a way that

contamination of surface soil/water by accidental spillage of oil/diesel will not take place and

dumping of waste oil should be strictly prohibited.

One or more of the following measures may be implemented to minimize impacts on air quality

during construction and operation of the project.

Face masks should be provided to prevent inhalations of dust particle.

It will be ensured that all the vehicles deployed for the project possess Pollution under Control (PUC) Certificate.

All vehicles will be properly maintained to minimize emissions of contaminants, for this necessary measure will be taken.

A schedule for the operation of vehicles will be established to minimize to the extent practicable, the time of operation of emission sources.

Water should be sprayed by high pressure water hoses during dust generating construction activities e.g. excavation, crushing/demolishing, concrete mixing, material handling etc. to suppress dust.

Wetting (sweeping or sprinkling) will be used, wherever practicable, to minimize dust dispersion.

As far as possible unleaded and Sulphur free petrol will be used for petrol driven vehicles.

Construction work should not be carried out during storm conditions.

Management of Water Environment

Construction equipment requiring minimum water for cooling and operation for optimum effectiveness will be chosen.

Steam curing of concrete will be done wherever possible.

High pressure hose will be used for cleaning and dust suppression purpose.

http://www.cpcb.nic.in/Vehicular%20Exhaust.php

http://www.cpcb.nic.in/Vehicular%20Exhaust.php




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Drip and sprinkler system will be provided for spraying water in green belt.

Surface water quality

Rainy season will be avoided for cutting and filling of earth work.

Soil binding and fast growing plants should be grown around the construction site before commencement of construction activity to reduce soil erosion.

Temporary drainage channels should be provided for collection of water

Water used in washing and flushing pipelines should be discharged into storm water drains or natural drains after settling.

Adopting prudent soil erosion control measures to prevent water pollution.

Ground water quality

No discharge of construction wastes to ground water bodies will be allowed during construction.

Wells and bores (if made) should be covered properly to avoid contamination.

Water logging should be avoided by providing drainage system.

Management of Noise Environment

The Central Pollution Control Board (CPCB) has set standards for ambient noise levels in

various activity zones. For industrial areas the daytime noise levels are not to exceed 75 dB (A)

and the night time levels 70 dB (A). In case of residential areas, the day and night standards

are 55 db and 45 dB (A) respectively. Suitable conditions will be incorporated in the

construction contract agreement, to ensure compliance of these standards.

The following measures may be adopted to minimize the impact of noise during construction

phase of the project:

Construction equipment generating minimum noise and vibration will be chosen.

Ear plugs and/muffs will be provided to construction workers working near the noise generating activities / machines / equipment.

Vehicles and construction equipment with internal combustion engines without proper silencer will not be allowed to operate.

Construction equipment meeting the norms specified by EP Act, 1986 will only be used.

Noise control equipment and baffling will be employed on generators especially when they are operated near the residential and sensitive areas.

Noise levels will be reduced by the use of adequate mufflers on all motorized equipment.

Management of Soil / Land Environment

Following measures will be taken to minimize impact on land environment and improve soil

conditions.

Earth / Construction Debris




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Excavated earth will be backfilled in the trench after foundation work and top soil will be restored for the agricultural/ gardening purpose. The remaining excavated material will be disposed off or spread out in low laying area.

Precautions should be taken to minimize damage to native plants (if any) on the periphery of construction area.

The natural gradient of the area should be maintained after reinstatement to avoid water logging.

The construction debris shall be utilized within the site for levelling purpose and base course preparation of internal roads.

The materials like steel and other recyclable material shall be segregated and reused or sold to authorize vendors for reuse.

Topsoil Segregation

Where topsoil is present, it is required to be segregated. Estimated Excavation quantity would

be around. The same would be used within the premises for filling, leveling etc. Top soil of the

site will be collected at site and reused for landscaping. Debris generated will be used for

leveling. The following practices, as regard to top soil segregation will be adhered during

trenching:

Existing topsoil which is removed during construction should be stockpiled temporarily for replacement whenever required.

Topsoil and sub-soil will be segregated during trenching and stockpiled separately.

Topsoil should be removed to its actual depth or to a maximum of 30 cm as determined by HSE representative for the spread.

Topsoil shall not be used for padding, backfill or trench breakers, under any circumstances.

Topsoil shall be stored on the non-traffic side of the trench.

Topsoil shall not be used as fill for the trench.

Management of Solid Waste

Construction activities can lead to solid waste generation including sand, gravel, stone, plastic,

paper, wood, metal, glass, waste concrete, excavated soil, broken bricks, waste plaster,

metallic scrap etc. Solid waste from domestic use like papers, card boards, cans, bottles, food

waste etc will be generated from the site laborers. This will be segregated into biodegradable

and non- biodegradable, shall be handed over to authorized vendor. No trash or debris from

construction activities should be left at project site after construction is completed. The

construction debris as well as debris generated due to demolition shall include Concrete; Brick

Bat Debris etc. shall be further used for leveling of low lying areas or in preparation of sub-

surfaces for roads or pavements.

Management of Socio-Economic and Cultural Environment

To minimize adverse impacts arising out due to the project activity, mitigative measures are

suggested in the EMP. Proper implementation of EMP would mitigate adverse impacts in the

region. Prior information about the project should be given to locals in study area.

An emergency plan should be prepared in advance, to deal with fire fighting.

The authority should make an assessment of the safe, legal load limits of all the bridges etc that may be traversed heavy equipment.

All construction material and equipment should be stored in a neat and orderly manner so that land owners whose land is utilized for this purpose will not suffer.




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The project will not involve rehabilitation, resettlement as the proposed LPG import facility is

existing plant. It is obvious to assume that the activity of the proposed expansion plant

operations will produce some improvements in the socioeconomic levels in the surrounding

area. The following sections describe the anticipated impact of this project on various aspects

of socio-economic environment of the area.

The project will give in-direct employment opportunities as well as ancillary business

opportunities; thereby improve economic condition of the area. Better economic conditions of

the people will also help in boost literacy rates. Thus the life style of the people will also get

improved. Therefore, overall a positive impact is envisaged due to the proposed project.

Socio-economic environment

Labour welfare programmes shall be organized with reference to sanitation, educational and health awareness.

Authorities in the area and villagers shall be made aware of the safety measures in vogue.

Programmes shall be arranged to generate environmental awareness, in general, and plant activities, in particular, for eliminating misconceptions of local people.

Construction workers

Local people will be employed for construction work to the maximum extent possible.

Proper facility for domestic water supply, sanitation and other essential services will be made available to the construction workers.

Temporary toilets will be provided which will be connected to septic tank with soak pits.

The facilities should be maintained in a clean, odour free condition and care should be taken to avoid soil and groundwater contamination.

Face masks, gloves and other personal protective equipments shall be provided to workers to prevent health hazard during construction activities.

Labor camps with basic facilities will be in scope of concerned contractor. IOC will facilitate.

Traffic Control

During Construction phase of the project

The authority should make an assessment of the safe, legal load limits of all the bridges, streets that may be traversed by heavy equipment.

Traffic congestion and road hazards should be prevented.

Deliveries of materials to the project site should be consolidated whenever feasible to minimize the flow of traffic.

Existing network of roads should be used for transporting equipment and construction material and no new road should be constructed unless unavoidable.

There should be no diversion of traffic in the phases of construction.




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Truck traffic:

Will be staggered all through the day and during non-peak hours.

Materials will be received during non-peak hours.

Water will be sprinkled during transportation.

Adequate wide entry/ exit gate will be provided.

Security personnel will manage traffic on shift basis at entry / exit point.

Sufficient space for movements of vehicles will be provided.

6.6. Completion of Construction Activity – Restoration

Before the activity is considered as complete by the authority, appropriate measures should be

taken to restore the project site and surrounding areas to that of pre-construction condition.

Temporary structures, equipment, surplus material and refuse should be removed from the

project site at the earliest. Land will be restored as discussed below:

To be restore as good as pre-construction condition.

Provision of proper drainage pattern.

Construction debris and other wastes should be cleared from the site.

Fences and other facilities will be repaired during this stage.

6.7. EMP for Operational Phase

Routine operational activities of the project would be associated with the following potentially

significant environmental impacts. These activities associated with the impacts as listed

hereunder: Routine production activities:

Domestic waste water disposal

Transport of men and material

Storage of bulk Butane & Propane storage (20 Nos. x 2,000 MT)

LPG spills and leaks

Fire / Explosion

Several control measures have been incorporated to minimize the generation of wastes and

subsequent environmental impacts during the operational phase. Strict adherence to these

pollution prevention and control measures shall moderate the environmental impacts to the

minimum possible level during operational phase. In general, the environmental management

plan during operational phase of the plant shall be directed to the following:

It shall be ensured that all the pollution control / environment management systems are commissioned before the commencement of operation of the project.

Wherever possible, the control systems shall be interlinked with the operational units, so that failure of the control system shall shut down the respective operational unit.

Regular performance evaluation of the control systems shall be undertaken to ensure their optimum performance.

Preventive maintenance schedule of the control systems will be matching with that of the respective operational unit.

Regular monitoring for various components of environment shall be undertaken to ensure effective functioning of pollution control measures as well as to safe guard against any unforeseen changes in environment.




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Efforts shall be made to ensure the maximum utilization of wastes generated.

During the operational phase, there will not be any significant impacts on various

environmental components. Hence, the following Management Plan is recommended to

mitigate adverse impacts during operation phase:

Management of Air Environment

No emission is envisaged during the storage & handling of LPG in the Mounded Bullets. LPG

will be imported in VLGCs at South Oil Jetty constructed by Paradip Refinery where space for

putting up Butane / Propane unloading facility is available. Imported Butane / Propane would

be transferred to LPG Import Facility through 2 nos. underground pipelines. Imported Butane

and Propane will be stored in aboveground mounded storage vessels and sent to market as

LPG after blending of Butane & Propane. The proposed LPG plant will be operated in a well

proven leak proof system, thus there will no source of emissions from the storage and blending

LPG marketing terminal.

To control fugitive emissions following measures are recommended:

Controlled emissions and provision of PPE for the workers.

Provision of mechanical seal in pumps.

Preventive maintenance of valves and other equipment.

Adequate measures for the minimization/prevention of the fugitive emission.

Regular maintenance of valves, pumps and other equipment to prevent leakage.

Regular periodic monitoring of work area to check the fugitive emission.

The unit will also provide adequate stack monitoring facilities for the periodic monitoring of the stack to verify the compliance of the stipulated norms.

Greenbelt development shall be implemented to mitigate impacts from fugitive emissions. About 33 % of the total area of site area will be developed for greenbelt. The air quality surveillance program will be undertaken for proposed and the program may be strengthened properly keeping in view the combined maximum impacts from post-project activities particularly in critical downwind directions.

Management of Noise Environment

To minimize the noise pollution the unit proposes the following noise control measures:

Manufacturers / suppliers of major noise generating machines / equipments like air compressors, feeder pumps, etc. shall be instructed to make required design modifications wherever possible before supply and installation to mitigate the noise generation and to comply with the national/ international regulatory norms with respect to noise generation.

Periodic maintenance of machinery and vehicles should be undertaken to reduce the noise impact.

Noise suppression measures such as enclosures, buffers and / or protective measures should be provided (wherever noise level is more than 75 dB (A).

Employees should be provided with Personal Protective Equipments like earplugs or earmuffs, wherever required.

Extensive oiling, lubrication and preventive maintenance will be carried out or the machineries and equipments to reduce noise generation.




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The selection of any new plant equipment will be made with specification of low noise levels.

The green belt area will be developed within industrial premises and around the periphery to prevent the noise pollution in surrounding area.

Noise monitoring shall be carried out to check the efficacy of maintenance schedules undertaken to reduce noise levels and noise protection measures.

Good quality digital sound level meter will be in place to monitor noise level.

The sources of intermittent noise generating equipment (water pumping equipment, DG set, compressor etc.) will be provided with appropriate acoustic barriers so that the noise level within 1 m of these facilities when in operation will be less than 75 dB(A).

Implementation of greenbelt development / landscaping etc. will reduce noise impacts within the project premises to a great extent.

Management of Water Environment

Surface water quality

Waste water generated during processing of the plant will be passed through sedimentation

trap and the treated water will be used again in washing purpose. Zero liquid discharge will be

maintained and hence no contamination of surface water is envisaged.

Ground water quality

Since Zero liquid discharge will be maintained hence, no contamination of ground water is

envisaged. The mitigation measures for minimizing the impacts on water environment in

general includes following:

Optimum utilization of water resource.

Minimize waste generation and facilitate treatment.

Reuse/recycle and disposal.

Use of high-pressure hoses for cleaning the floor to reduce the amount of wastewater generated.

Advance controls and instrumentation for operations and control and leak detection techniques shall be implemented for this project.

The domestic sewage will be treated in existing STP.

Management of Land Environment

The management plan for this component of environment lays emphasis on development of

greenbelt comprising of appropriately selected species of shrubs and trees. It is recommended

that plantation be made on sites, road sides, around waste treatment units. Such a

development of greenbelt and plantation of shrubs and trees will not only significantly reduce or

mitigate adverse impacts due to aerosols and gaseous pollutants, noise, odor and nuisance

etc, but also, serve as shelter belts for avifauna, stabilize and improve soil permeability and

aesthetic environment.

Management of Solid Waste

Waste is an unavoidable byproduct of human activity. Economic development, rapid

urbanization & improved living standards have led to the increase in quantity & complexity of

the waste generated. Proper disposal of waste is essential for preservation and improvement of




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public health. Solid waste management is one of the most essential services for maintaining

the quality of life in the plant and for ensuring better standards of health and sanitation. Solid

waste generated in the plant area can be handled under two main categories, namely domestic

wastes and industrial wastes. Effective measures shall be taken to effectively implement the

solid waste management systems in the plant. Solid waste will be handed over to authorized

vendor for disposal.

The Hazardous wastes shall be handled and disposed as per Hazardous Waste (Management

and Handling) Rules, 2008.

The Waste Management plan includes:

Waste Inventory

Classification of waste

Packaging, Storing and Transporting Wastes to Disposal site

Data Management and Reporting -Personnel Training

Waste Minimization

General Guidelines for Waste Management:

Solid waste

The solid waste shall be segregated as bio-degradable and non-biodegradable.

The organic waste shall be segregated and handed over to outside agency for disposal.

The non-biodegradable (inorganic) waste shall be handed over to authorized recycler for further handling and disposal.

Reuse of paper and plastic waste.

Planned system for waste collection, segregation and disposal.

Hazardous waste

Hazardous waste will be stored in proper storage room and handed over to authorized vendor for final disposal.

The collection, treatment and disposal of hazardous waste will be as per Hazardous waste (Management and Handling) Rules 2008, and hence no adverse impact on land environment is envisaged.

Necessary PPE‟s shall be provided to workers while handling of hazardous waste.

Management of Biological Environment

No trash/non-biodegradable materials should be dumped outside the project site.

Wastewater generated by plant will be treated should be treated adequately and domestic wastewater (sewage) should be treated in existing STP. No contaminated water should be allowed to enter the surrounding environment or surface water body.

Green belt should be developed all along the boundary of the installation by choosing fast growing and resistant varieties suitable to the soil conditions in the site (native plants) and special care should be taken to maintain it.

Survival rate of the planted trees should be closely monitored in the green belt and the trees which could not survive should be counted.




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Management of Socio-economic factors

In order to mitigate the impacts likely to arise out of the proposed project and also to maintain goodwill of local people for the proposed project, it is necessary to take steps for improving the social environment. Necessary social welfare measures by the industry shall be useful in gaining public confidence depending on local requirement.

Some basic amenities, viz. education, safe drinking water supply, regular medical checkups in the villages may be taken up.

Formal and informal training to be provided to the employees of the effected villages due to the project shall be taken up on priority basis. Job oriented skill training, courses may be organized.

Personal protective facilities like helmets, safety (gas) mask / safety dress, shoes etc. are ensured for all workers, engaged in operation.

Management of Traffic

One gate for entry and exit will be provided with 10 m wide approach roads.

Convex mirror placed along all critical points for visibility.

Adequate Ramp Feeds will be provided.

Zebra crossings shall be provided on the existing road for pedestrian access.

Entry and exit shall be managed by security personnel who will also regulate traffic.

Thus the traffic management will be easily and smoothly monitored without any hindrances to the regular flow of traffic on the main road.

6.8. Additional Mitigation Measures

In addition to the above suggested measures for management of air, water, soil, traffic etc

following additional measures shall be provided.

Energy Conservation

Energy conservation measures are often the easiest, quickest and cheapest way to reduce

costs and be environmentally pro-active. Energy conservation will be one of the focuses during

planning and operation stages. The conservation efforts would consist of the following:

Architectural design

Public areas will be cooled by natural ventilation as opposed to air-conditioning.

Maximize the use of natural lighting through design.

Energy Saving Practices

Purchase of energy efficient appliances

Constant monitoring of energy consumption and defining targets for energy conservation

Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels.




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Economizers will be provided to utilize heat.

Proper temperature controls will be provided to reduce load on heating systems.

Proper load factor will be maintained by the company.

Company will adopt good maintenance practices and will maintain good housekeeping which will help in better illumination levels with least number of fixtures.

On most of roofs transparent acrylic sheets will be provided to use day light and to stop use of lights during day time.

CFL/LED lamps will be provided.

To the extent possible and technically feasible, energy efficient equipment will be selected.

Gravity flow will be preferred wherever possible to save pumping energy.

Recycling of water will done.

Rain Water Harvesting would be adopted.

Behavioral change on consumption

Awareness on energy conservation.

Training to staffs on methods of energy conservation.

Solar Architectural Features

The proposed project will provide enough day light factors in the building to permit maximum day light to interior to minimize overall energy consumption.

These features will also minimize the impact of climate both in summer and in winter and as a result, the use of electricity will likely to be reduced.

Thermal Characteristics of Building Envelope

Focusing on the high performance energy efficient U & R values can bring down the building energy consumption i.e. the operational cost for the any commercial buildings. To evaluate the

Energy performance the heat transfer coefficient (U-value) and Resistance (R) factors are to be considered for the building.

6.9. Vehicle Parking & Management Plan

Parking space for vehicles will be provided for loading and unloading products. Adequate roads

to cater to two way traffic and to meet the fire regulations are planned in the complex.

The Empty Tank trucks will be parked in the TT parking area which has provision to

accommodate 79 No. of trucks. Tank truck parking area has facilities such as Drivers rest room

and Security Kiosk etc.

Sufficient road width of 10 m wide will be provided for movement of the trucks within in the

plant area. 8 m wide road is been provided for emergency exit in the southern part of the

proposed terminal plant.




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6.10. Green Belt Development

An ideal green belt always imparts scenic beauty besides providing roosting/perching place for

birds and ground surface for naturally available reptiles, other flora and fauna species, to make

the area more natural and hazard free.

Total green belt area designated accounts to 33 % of the plot area. It is proposed to plant local

fast growing species for landscaping. Development of green belt with carefully selected native

plant species is of prime importance due to their capacity to reduce noise and air pollution

impacts by attenuation / assimilation and for providing food and habitat for local macro and

micro fauna. This not only overcomes the problem but also enhances the beauty of area that

will attract bird and insect species and by this way ecology of the area will maintain to a great

extent. For developing the greenbelt in and around proposed project sites care need to be

taken to plant the evergreen species. The planting of evergreen species may have certain

advantages that may reduce the environmental pollution.

Preparation of Greenbelt Plan

The proposed greenbelt development should be of a suitable width along the periphery of

project site area including unit complex, space between the units located within the project,

along the roads, storage areas, loading / unloading areas of products etc.

Greenbelt Area Details

Within project site

Green belt will be developed in 73212.26 Sq.m area of the total plot area. Saplings will be

planted on the periphery of the boundary of the plot.

Criteria for Selection of Species for Greenbelt

The plant species suitable for green belt development should be selected based on the

following characteristics.

It should have thick canopy cover

They should be perennial and evergreen

They should have high sink potential for pollutants

They should be efficient in absorbing pollutants if any without significantly affecting their growth.

Guidelines for Plantation

The plant species identified for greenbelt development should be planted using pitting

technique. The pit size should be either 45 cm × 45 cm × 45 cm or 60 cm × 60 cm × 60 cm.

bigger pit size is prepared on marginal and poor quality soil. Soil used for filling the pit should

be mixed with well decomposed farm yard manure for 45cm × 45 cm × 45 cm and 60 cm × 60

cm× 60 cm size pits respectively. The filling of soil should be completed at least 5-10 days

before actual plantation. Healthy sapling of identified species should be planted in each pit.




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Table 6.1 Action plan for proposed trees in tree plantation area

Sr.No. Common Name Scientific Name

1. Jhau Casuarina equiusetifolia

2. Coconut Cocos nucifera

3. Babul Acacia nilotoca

4. Radhachura Delonix regia

5. Sissoo dalbergia sissoo

6. Glaricidia Gllricidia sepium

7. Sirish Albizia rebbeck

8. Eucalyptus Eucalyptus citriodona

9. Bel Aegle marmulos

10. Jackfruit Arthocurpas

heterophyllus

11. Akashmoni Acacia auruculiformis

12. Bougainvillea Bougainvillea spectabilis

13. Kalojam syzygium cumini

14. Chapa Tecoma stans

15. Anbli Tamarindus indica

16. Guava Psidium guayava

17. Nona ata Annona reticulate

18. Kanthal Antocarpus heterophyllus

19. Neem Azadiarachta indica

20. Kalo Sirish Albizia odoratissima

21. Kadam Anthocephalus cadamba

22. Shimul Bombax ceiba

23. Palash Butea monosperma

24. Pepe Carica papaya

25. Krishnachura Caesalpinia pulcherrima

26. Kolke Thevatia peruviana

27. Jarul Largerstroemia parviflora

Roadside Plantation

Roadside plantation plays a very important role for greening the area, increasing the shady

area, increasing aesthetic value and for eco-development of the area. The approach roads to




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project site will be planted with flowering trees. Trees should be planted to increase aesthetic

value as well as shady area along the roads.

Each plant shows different air pollution tolerance level depending upon number of factors. The

trees should be tolerant to air pollutants present in the area & should be able to grow and thrive

on soil of the area, be evergreen, inhabitant, having minimum of leaf fall. The trees should be

tall in peripheral curtain plantation and with large and spreading canopy in primary and

secondary attenuation zone. It is also recommended to plant few trees, which are sensitive to

air pollution as air pollution indicator.

Figure 6.1 Green Belt Area

6.11. Safety measures to prevent the Occupational Health Hazards

Proper storage tanks should be designed.




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Electrical equipments should be properly earthed & lock out/tag out, electrical isolation method shall be developed & displayed at required locations.

Proper training shall be given to all the employees at regular time period to bring awareness among the employees.

6.12. Social welfare measures for future planning

Providing materials and monetary aid, to schools, primary health centres hospitals, sports clubs and places of worship.

Planning to create residential, medical, educational and recreational facilities for our employees.

Rural Development Programmers for up liftmen of people in the form of de-addiction, self-help, vocational training and guidance etc.

Contributed in any welfare society.

Scholarship for girls in Government School.

Adoption of Local School / Slum for up liftmen of locals.

Provide local & tribal people for employment generation.

6.13. Summary of Environment Management Plan and Actions

A summary of the recommended measures or actions proposed with respect to the various

envisaged impacts as a part of Environment Management Plan is given in Table 8.2.

Table 6.2 Environmental Management Plan Matrix

S.

No.

Environmental

Component

Potential

Impacts

Potential source

of Impact

Controls though EMP and

Design

Impact

Evaluat

ion

1. Water Water

contamination

Construction

Phase Domestic

waste water from

workers

Disposed in existing STP

No

adverse

impact

Surface runoff

from site.

Silt traps and diversion

ditches will be constructed

to control surface run off.

No

adver

se

impac

t

Operation phase

Discharge of

domestic

wastewater.

Disposed in existing STP

No

adver

se

impac

t Generation of

industrial waste

water

Waste water will treat in

sedimentation traps and

reused.

No

adver

se

impac

t




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2. Air Quality

Dust Emission

Construction

Phase

Construction

activities

Dust mask will be provided to

prevent worker exposure of

dust. Barricading the site

periphery by tin sheets.

Sprinkling of water will be

done for dust suppression.

Tempor

ary &

minor

impact

Particulate &

gaseous

emissions i.e.

PM10 & PM2.5,

SO2, NOx

Site clearing,

Excavation,

Construction

equipments and

vehicular

movement.

Periodic maintenance of

construction equipments will

be done. Heavy vehicle must

be checked for PUC

certificate.

Tempor

ary &

insignifi

cant

impact

Emission from

DG sets (PM,

SO2, NOx)

Operation of

DG set

Providing adequate stack

height for mixing of emissions.

Port hole will be provided &

Maintenance of DG set

periodically

No

signific

ant

impact

Particulate &

gaseous

emissions of

SPM, SO2, NOx

Operation Phase

DG Set

Applicable height of stack will

be maintained. Periodic

maintenance of DG set &

monitoring will be carried out.

No

signific

ant

impact

Emissions from

vehicular traffic.

Adequate wide approach road

is proposed for smooth

vehicular movement.

Approach road side plantation

will further act as sink to

gaseous emission.

No

signific

ant

impact

3. Noise Increase in

noise level

Construction

Phase Operation

of construction

equipments and

vehicular

movement.

Use of well-maintained

equipment fitted with

silencers. No

signific

ant

impact.

Providing noise shields near

the heavy construction

operations.

Noisy operations will be

limited to day time only.

Ear plug and muffs will be

provided to workers.




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Operation Phase

Vehicles

movement

Wide road and ample parking

space will be provided.

Vehicles with inbuilt silencer

shall be allowed in the site.

D.G. sets

operations

Generators with inbuilt

mufflers shall be provided.

Ear plugs shall be provided to

operators of DG set. Periodic

maintenance & monitoring of

DG for noise level.

No

impact.

4. Land

Land

contamination

by construction

debris and solid

waste

Construction

Phase Disposal

of construction

debris & solid

waste.

Construction debris will be

collected and used for leveling

the site. Solid waste from

labors will be collected in

collection bins and disposed

off to approve sites by

OSPCB.

No

signific

ant

impact.

Excavated soil Top soil will be used for

landscaping

No

signific

ant

impact.

Metallic waste Metallic waste shall be sold to

vendors for reprocessing

No

signific

ant

Impact.

Operation Phase

Municipal solid

waste like

rubbish, paper,

plastic garbage

etc.

Efficient solid waste collection

and storage facility is

proposed.

Segregation of waste as

biodegradable and non

biodegradable waste will be

done and shall be handed

over to authorized vendor.

No

signific

ant

impact

5. Biodiversity Impact on Flora

& Fauna

Construction

Phase Site

Development

during

construction

activities

Proper slope will be

maintained Phase wise

plantation will be done

No

impact

Operational

Phase Increase

of green cover

Green belt will be developed

as per landscaping plan at

site and periphery of the

boundary.

Positive

impact




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6. Traffic Pattern

Increase of

vehicular

movements

Construction

Phase Heavy

Vehicular

movement at

site

Heavy Vehicular movement

will be restricted to daytime

only and adequate parking

facility will be provided.

Minor

impact

Operational

Phase Traffic due

to commercial

once the site is

operational

Vehicular movement will be

regulated inside the site with

adequate roads and parking

shall be provided.

Insignifi

cant

impact

7. Socio-

Economic

Increase in

Job

opportunities

Construction

Phase

Infrastructure

development

Socio-economic development

through CSR activity will be

made

Positive

impact

The Environmental Management Plan shall be effectively implemented so that optimum benefit

could be achieved. The Environmental Management and Monitoring Plan shall be

synchronized with the construction schedules.

6.14. Conclusions

The project can cause minor impacts only during construction phase due to the various

activities involved during that phase. However, strict adherence to the various mitigation

measures as identified under the EMP, strengthened by adequate environmental monitoring

using best available technology (BAT) and auditing and good construction practices, including

the special construction methods as prescribed, will go a long way in effectively reducing the

impacts as to negligible levels.

During operation phase of the project, none of the routine activities will cause any noticeable

impact on any component of the environment, including the socio-economic component.

Provision of green belt and energy conservation shall further facilitate in overall scenario

management of Environment.

Thus, it can be concluded on a positive note that after the implementation of the mitigation

measures and Environmental Management Plan, the proposed project shall have negligible

impact on environment and will benefit the local people and economy.




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CHAPTER 7. PROJECT BENEFITS

7.1. Introduction

Growth in the industrial sector creates new opportunities for employment and can also help

diversify the economy. This is especially important given the high level of urbanization and

growing levels of unemployment and poverty in many cities. Unemployment is particularly high

and an important factor in continued levels of low human well- being and slows growth.

Synergistic growth in the industries could have positive spin-offs for the socio-economic

development. This chapter describes about benefits of the project on improvements in the

physical infrastructure, social infrastructure, Employment potential in the region.

7.2. Improvement in the Social Infrastructure

From the very initial stage of the inception of the project, infrastructure development in and

around the project site has kept in consideration, infrastructure development will be done

based on actual requirement socio-economic development of the region. The infrastructure

development will be rolled out as part of company‟s CSR activity.

7.3. CSR Activities

Indian Oil Corporation Limited has assessed the infrastructural demand of the study area;

based on the detailed plan of action as part of proposed CSR activities transform itself into

personal social responsibility for the personnel manning the factory.

Infrastructural facilities for local people like Educational facilities, Medical facilities, Transportation facilities etc.

Special health awareness camp and medical camps for primary check up will be arranged at least once in a year in nearby villages from health check-ups.

Facilitate schools with toilets, drinking water tanks etc.

Save daughter campaigns

Roads passing nearby the proposed plant will be maintained.

Funds will be provided to arrange extracurricular activities for nearby schools.

Tree plantation in rural areas.

Provision of sanitation (toilets) facility at nearby villages.

Budgetary Cost

CSR budget commitment will be approximately Rs 150 Lakhs

7.4. Economic Development

This project will increase the economic activities around the area, creating avenues for indirect

employment during operation phase of the project. There would be a wider economic impact in

terms of generating opportunities for other business like workshops, marketing, repair and

maintenance tasks etc.

The continuous inflow of people will require local transport system like autos, taxis etc which

would help economic boost.




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7.5. Employment Potential

During construction phase of the project, this project will provide temporary indirect

employment to many unskilled and semi-skilled labors in nearby villages.

The project will create indirect employment opportunities within the surrounding region. The

unit will use good faith efforts to employ local people from the nearby villages depending upon

the availability of skilled & un-skilled man-power surrounding the project site. In operation

phase, the proposed project would require significant labor force. Migration of highly education

and skilled experience will result in increase of literacy in the surrounding villages.




132

CHAPTER 8. CONCLUSION

The project M/S. Indian oil Corporation Limited seems to be safety conscious and aware about

impacts industrial projects and is environment friendly.

We may conclude as under:

The project proponent will follow all the statutory norms and guidelines as per EPA,

1986 to safeguard environment.

Wastewater generated from the proposed project will be treated in sedimentation traps

& reused. Sewage will be treated in existing STP.

Ambient Air Quality of the project site are concerned viz. SPM (PM10 & PM2.5), SO2

and NOx, their concentrations in the ambient air at the proposed site were observed to

be well within the prescribed limits

The operational phase noise shall be within industrial premises which will not exceed 75

dB (A).

The project will generate temporary indirect employment opportunities during

construction stage and also at operational stage. The standard of living of local people

due to above employment is likely to be better, so we may say that it is positive socio-

economic impact. The region will get economic boost.

Overall the project will have positive impact for socio-economic and cultural

development.




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CHAPTER 9. DECLARATION BY EXPERTS

EIA Team

The EIA team engaged in the preparation of EIA report consists of professionals with

multidisciplinary skills and experience required for undertaking this project. The EIA involved in

various stages of planning to final report preparation is given below in table 11.1.

Table 9.1 EIA Team Members

Name Designation Key Responsibility Area

Signature

Mr. Pradeep Joshi Group President & CEO

Team Leader

Dr. Vinit Mishra General Manager Project Coordinator

Mr. Vikash Bhagat Assistant Manager-EIA Report Preparation & Review

Mrs. Astha Bishnoi Associate Consultant Report Finalization

Mr. Raghav Soni Assistant Manager- EL& R

Baseline Report Preparation &

Monitoring

Ms. Sandhya Agnihotri Executive Environment Report Preparation

Mr. Rahul Patel Executive Environment Report Preparation

Mrs. Disha Patel Executive Environment Report Preparation

Mr. Aliasgar Challawala

Assistant Manager- EHS & projects

Risk Assessment & DMP review

Ms. Ankita Shah Executive- RMS DMP preparation

Mr. Bipeen Gadhe Risk Manager Risk Assessment Report Preparation

Mr. Mahesh Chandra Deputy Manager- EHS Report Preparation




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