Final Report Environmental Impact Assessment & Environmental Management Plan For Proposed Expansion of Isolated Storage Terminal with Additional One Storage Tanks for MS (9000 KL) At IOCL-TIKRI KALAN TERMINAL, NEW DELHI Land/Plot Area: 161874 m 2 (40 acre) Existing Storage Capacity of MS: 14830 KL Expansion Proposed: 9000 KL for MS Total Storage Capasity of MS after Expansion: 23830 KL [File No.: IA-J-11011/287/2017-IA-11 (I)] [Study Period: March 2017 to May 2017] [Schedule 6 (b) Category – ‘B’ as per EIA Notification 2006 and amendments thereof] APPLICANT CONSULTANT INDIAN OIL CORPORATION LIMITED IOCL Tikri Kalan Terminal, N.H – 10, Tikri Kalan- Ghevra Mode, New Delhi – 110041 E-mail: [email protected]Tel No: +91-9910611809 ECO CHEM SALES & SERVICES Office floor, Ashoka Pavilion ’A’ New Civil Road, Surat, 395001 (NABET Accredited- NABET/EIA/1720/ RA 051) E-mail: [email protected]Tel No: +912612231630 October - 2018 Doc. No: 2016_ECSS_EIAMS_1600117
Transcript
Final Report
Environmental Impact Assessment & Environmental Management Plan
For
Proposed Expansion of Isolated Storage Terminal with Additional One Storage Tanks for MS (9000 KL)
Declaration by experts contributing to the EIA Report for ” Expansion of Isolated Storage Terminal with additional One Storage Tanks for MS (9000 KL)” at IOCL- Tikri Kalan Terminal, New Delhi.
“I, hereby, certify that I was a part of the EIA team in the following capacity that developed this Report”.
EIA COORDINATOR
Name : Nilesh Jogal
Signature & Date :
Sector No. : 28
Period of involvement : March, 2017 to till date
Contact Information : Eco Chem Sales & Services, Office Floor, Ashoka Pavilion-A, Opp. Kapadia Health Club, New Civil Road, Surat, India-395 001 Landline No.: +91-261-2231630
FUNCTIONAL AREA EXPERTS
Functional Areas
Name of the
Expert Involvement (Period & Task**) Signature & Date
Land Use (LU)
Joshua Anand
Period of Involvement: May – June, 2017 Tasks:
Supervision in development of landuse maps of study area using GIS / related tools, site visit for
ground truth survey, finalization of landuse maps, contribution to EIA documentation
Air Pollution Prevention, Monitoring & Control
(AP)
Parul Patel
Period of Involvement: March – June, 2017 Tasks:
Selection of monitoring locations, Supervision of air quality monitoring, Identification of impacts on Air quality, suggesting mitigation measures
and contribution to EIA documentation
Meteorology, Air Quality
Modeling & Prediction
(AQ)
Parul Patel
Period of Involvement: March – June, 2017 Tasks:
Evaluation of meteorological data with collected secondary data, modeling and prediction,
identification of impacts, finalization of mitigation measures and contribution to EIA
documentation
Water Pollution
Dr. Ashok Rathoure
Period of Involvement: March – June, 2017 Tasks:
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Expert Involvement (Period & Task**) Signature & Date
Prevention, Control &
Prediction of Impacts
(WP)
Site visit & supervision & checking of sampling locations for surface water & Ground water
samples & their analysis results, identification of impacts, evaluation of water pollution control
management, finalization of mitigation measures and contribution to EIA
documentation
Ecology and Bio-diversity Conservation
(EB)
Dr. Ashok Rathoure
Period of Involvement: March – June, 2017 Tasks:
Site visit and conduct of ecological survey, assessment of the impacts of proposed project
activities on the biological environment and contribution to EIA documentation
Noise & Vibration
(NV)
Dhaval Shah
Period of Involvement: May – June, 2017 Tasks:
Checking of noise sampling results, analysis of data, identification of impacts and mitigation
measures, and contribution to EIA documentation
Socio-economic
(SE)
Rahul Deshmukh
Period of Involvement: April-June, 2017 Tasks:
Site visit and collection of secondary and primary from the surrounding area/villages of the proposed project. for impact identification and mitigation measures for incorporating to
EIA documentation
Hydrology, Ground
Water and Water
Conservation (HG)
Mehul Petkar
Period of Involvement: March-June, 2017 Tasks:
Site visit, Understanding and representing groundwater conditions, supervision of
groundwater sampling, finalization of survey findings, identification of impacts, suggestion of mitigation measures and contribution to the EIA
documentation
Geology (GEO)
Mehul Petkar
Period of Involvement: March-June, 2017 Tasks:
Site visit, Geology and geomorphologic analysis based on secondary data, analysis of the data collected, contribution to EIA documentation
Risk Assessment & Hazard
Management (RH)
Amol Vadnere
Period of Involvement: March- June, 2017 Tasks:
Identification of impacts & mitigation measures, safety during construction and operational
phase and contribution to EIA documentation
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Declaration by the Head of the Accredited Consultant Organization:
I, Rekha Shah, hereby, confirm that the above mentioned experts prepared the “Expansion of Isolated Storage Terminal with additional One Storage Tanks for MS (9000 KL) at IOCL- Tikri Kalan Terminal, New Delhi.” I also confirm that Eco Chem shall be fully accountable for any misleading information mentioned in this statement.
Signature :
Name : Rekha Shah
Designation : Director
Name of the EIA Consultant Organization : Eco Chem Sales & Services, Surat
NABET Certificate Number : NABET/EIA/1720/RA 051
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
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1.1 PURPOSE OF THE REPORT ................................................................................................................................... 1
1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT ........................................................................ 1
1.2.1 Identification of Project ............................................................................................................................... 1
1.3 BRIEF DESCRIPTION OF THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY & REGION 2
1.3.1 Brief Description of the Project ................................................................................................................ 2
1.3.2 Importance to the Country and the Region ........................................................................................ 2
1.4.1 Statutory Clearance as Other Permissions ........................................................................................... 3
1.4.2 Scope of the Study ........................................................................................................................................ 4
1.5 Structure of the EIA report ................................................................................................................................. 19
2.1 TYPE OF PROJECT .................................................................................................................................................. 22
2.2 NEED FOR THE PROJECT ..................................................................................................................................... 22
2.3 LOCATION OF THE PROJECT ............................................................................................................................. 23
2.3.1 General Location of the Site .................................................................................................................... 23
2.3.2 Neighboring Facilities from Terminal .................................................................................................. 24
2.3.3 Approach to the Project Site ................................................................................................................... 25
2.4 SIZE OR MAGNITUDE OF OPERATION .......................................................................................................... 28
2.4.1 Production Capacity/ Storage Facility ................................................................................................. 28
2.4.2 Cost of the Project ....................................................................................................................................... 29
2.5 ASSOCIATED ACTIVITIES REQUIRES BY OR FOR THE PROJECT ........................................................... 30
2.6 Proposed Schedule for Approval and Implementation .......................................................................... 34
2.7 PROCESS DESCRIPTION (RECIEPT, STORAGE AND DISPATCH OF MATERIAL ACTIVITIES) ...... 36
2.7.1 Various Activities at Terminal .................................................................................................................. 36
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2.7.2 Automation and Instrumentation.......................................................................................................... 38
2.7.10 Loading and Unloading area (Bay) ....................................................................................................... 51
2.7.11 Assessment of New and Untested Technology ............................................................................... 51
2.8 CONDENSED DESCRIPTION OF ASPECTS .................................................................................................... 51
2.9 MITIGATION MEASURES AT DESIGN STAGE............................................................................................... 53
2.9.1 Assessment of New and Untested Technology ............................................................................... 54
3 DESCRIPTION OF THE ENVIRONMENT ................................................................................................................... 55
3.1 STUDY AREA ............................................................................................................................................................. 55
3.2 PERIOD ....................................................................................................................................................................... 55
3.4.1 Frequency of Sampling .............................................................................................................................. 57
3.4.2 Method of Environmental Sampling and Analysis ......................................................................... 58
3.5 ESTABLISHMENT OF BASELINE FOR VALUED ENVIRONMENTAL COMPONENTS, AS IDENTIFIED IN THE SCOPE ................................................................................................................................................. 58
3.5.3 Interpretation of Micrometeorological Data..................................................................................... 64
3.5.4 Land Use .......................................................................................................................................................... 66
3.5.5 Ambient Air Quality .................................................................................................................................... 71
3.5.6 Selection of Sampling Locations ............................................................................................................ 71
3.5.7 Frequency and Parameters for Sampling ........................................................................................... 72
3.5.9 Quality of Ambient Air ............................................................................................................................... 73
3.5.10 Summary on Ambient Air Quality ......................................................................................................... 74
3.5.11 Interpretation of Ambient Air Quality data ....................................................................................... 75
4.2.1 Investigated Environmental Impacts Due to the Proposed Project ...................................... 111
4.2.2 Air Environment ......................................................................................................................................... 116
4.2.3 Air Quality Modeling ............................................................................................................................... 116
4.2.5 Water Environment .................................................................................................................................. 122
4.2.6 Land Environment ..................................................................................................................................... 125
4.2.7 Solid and Hazardous Waste Management ..................................................................................... 129
5 ANALYSIS OF ALTERNATIVES ................................................................................................................................... 135
5.1 SITE SELECTION ................................................................................................................................................... 135
6.2 ENVIRONMENTAL MONITORING PROGRAM ......................................................................................... 136
6.2.1 Air Environment ......................................................................................................................................... 136
6.2.3 Water Environment .................................................................................................................................. 142
6.2.4 Land Environment and Solid and Hazardous Waste Management ...................................... 146
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7.1 PUBLIC CONSULTATION .................................................................................................................................. 153
7.1.1 Notice of Public Hearing ........................................................................................................................ 153
7.1.2 Panel for Public Hearing ........................................................................................................................ 153
7.1.3 Public Hearing Proceedings .................................................................................................................. 154
7.2.11 Simulation of Release and Development of Contours ............................................................... 173
7.2.12 Results of Consequence Analysis ....................................................................................................... 191
7.2.13 Recommendations for Additional MS Storage Tanks ................................................................ 191
7.2.14 Details of Safety Systems/Preventive Measures ........................................................................... 192
7.3 DISASTER MANAGEMENT PLAN (DMP) ..................................................................................................... 200
7.3.1 Objective of DMP ...................................................................................................................................... 200
7.3.2 Definitions and Classification of Emergency .................................................................................. 200
7.3.3 Objectives of Emergency Management System ........................................................................... 203
7.4 EMERGENCY ORGANIZATION AND RESPONSIBILITIES ...................................................................... 203
7.4.1 Roles and Responsibility ........................................................................................................................ 204
7.4.2 Notification of Emergency .................................................................................................................... 208
7.4.3 Declaration of Emergency ..................................................................................................................... 209
7.4.4 Evacuation of Personnel ......................................................................................................................... 209
7.4.5 Accounting of Personnel ........................................................................................................................ 209
7.4.6 Controlling Of Emergency ..................................................................................................................... 209
7.4.7 Arrangement of Medical Treatment .................................................................................................. 209
7.4.8 Information to the Relatives Of The Injured .................................................................................. 210
7.4.9 Information to the Govt. Authorities ................................................................................................. 210
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7.4.10 Law & Order ................................................................................................................................................ 210
7.4.11 Alarm Code & All Clear Signal ............................................................................................................. 210
7.4.12 Communication Flow Chart .................................................................................................................. 211
7.5.1 Emergency Control Center (ECC) ........................................................................................................ 212
7.5.2 Assembly Point .......................................................................................................................................... 213
7.6 MEDICAL FACILITIES .......................................................................................................................................... 214
7.8 DECLARATION OF ON-SITE & OFF-SITE EMERGENCIES ..................................................................... 219
7.9 OCCUPATIONAL HEALTH & SAFETY PROGRAMME ............................................................................. 224
7.9.1 Occupational Health ................................................................................................................................ 224
7.9.3 Factory Medical Officer/OHC ............................................................................................................... 225
7.9.4 Periodic Medical Examination .............................................................................................................. 225
7.9.5 Details of Occupational Health Impacts and Safety Hazards .................................................. 226
7.9.6 Health Status Evaluation of Workers (Exposure specific) .......................................................... 226
7.9.7 Action Plan for Safety System .............................................................................................................. 226
7.9.8 Plan And Fund Allocation To Ensure The Occupational Health & Safety Of All Contract And Casual Workers .................................................................................................................................. 227
7.10 TRAINING & MOCK DRILLS ............................................................................................................................ 228
8.2 SOCIAL INFRASTRUCTURE .............................................................................................................................. 230
10.2 ENVIRONMENTAL MANAGEMENT PLAN (EMP) .................................................................................... 232
10.2.1 Objectives of EMP ..................................................................................................................................... 232
10.2.2 Environment Management Plan ......................................................................................................... 232
10.3 GREEN BELT DEVELOPMENT .......................................................................................................................... 237
10.4 RAIN WATER HARVESTING ............................................................................................................................. 238
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10.4.1 Concept of Waste Minimization, Recycle, Reuse/Recover, Energy Conservation and Natural Resource Conservation ............................................................................................................................... 239
10.5 OCCUPATIONAL HEALTH OF WORKERS ................................................................................................... 239
10.5.1 Health Safety and Environment Policy ............................................................................................. 240
10.5.2 Reporting mechanism of Non-Compliance / Violations of Environmental Norms to the Board of Directors ......................................................................................................................................................... 242
11 SUMMARY AND CONCLUSION .......................................................................................................................... 243
11.2.2 Existing and Proposed Tanks Details ................................................................................................ 244
11.2.3 Process Description .................................................................................................................................. 244
11.2.5 Air Emissions & Control ......................................................................................................................... 245
11.2.8 Hazardous & Other Solid Waste ......................................................................................................... 245
11.3 DECRIPTION OF THE ENVIRONMENT......................................................................................................... 245
11.3.1 Study Period, Area & Monitoring/Sampling Locations ............................................................. 245
11.3.2 Land Use and Land Cover ...................................................................................................................... 245
11.3.3 Air Monitoring Meteorology ................................................................................................................ 245
11.3.4 Ambient Air Quality ................................................................................................................................. 246
11.3.9 Surface water .............................................................................................................................................. 247
11.3.10 Ecology and Biodiversity ................................................................................................................... 247
11.4 IMPACT AND MITIGATION MEASURES ..................................................................................................... 248
11.4.1 Air Environment ......................................................................................................................................... 248
11.4.3 Water Environment .................................................................................................................................. 248
11.4.4 Land Environment ..................................................................................................................................... 248
12.1.1 Laboratory Involved for Baseline Monitoring and Other Analysis ........................................ 252
12.2 TEAM MEMBER FOR EIA REPORT ................................................................................................................. 252
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LIST OF TABLES
Table 1-1: Brief description of the project .......................................................................................................................... 2 Table 1-2: Identified applicable statutory ........................................................................................................................... 3 Table 1-3: Compliance with the Terms of Reference ..................................................................................................... 4 Table 2-1: Schedule and category of the proposed project ..................................................................................... 22 Table 2-2: Co-ordinates of the Project Boundary .......................................................................................................... 24 Table 2-3: Neighbouring facilities from IOCL Tikri Kalan Terminal ........................................................................ 25 Table 2-4: Site Connectivity .................................................................................................................................................... 25 Table 2-5: Environmental Sensitivity Details .................................................................................................................... 25 Table 2-6: Details for Existing and Additional Storage Tanks ................................................................................... 28 Table 2-7: Schedule of Existing and additional storage tanks .................................................................................. 28 Table 2-8: Schedule of Existing and Proposed material handling Pipeline ......................................................... 29 Table 2-9: Cost breakup of the proposed Expansion ................................................................................................... 29 Table 2-10: Fuel Consumption Details ............................................................................................................................... 30 Table 2-11: Existing Pump House Details ......................................................................................................................... 32 Table 2-12: Proposed schedule for approval and implementation ........................................................................ 35 Table 2-13: Stack details .......................................................................................................................................................... 43 Table 2-14: Water Consumption Details ........................................................................................................................... 44 Table 2-15: Waste Water Generation and Disposal ...................................................................................................... 44 Table 2-16: Solid and Hazardous Waste Generation and Disposal ........................................................................ 48 Table 2-17: Area Breakup of the Site .................................................................................................................................. 48 Table 2-18: Dyke Wall Facilities ............................................................................................................................................ 51 Table 2-19: Condensed Description of Aspects of the Project likely to Cause Environmental Effects ..... 51 Table 2-20: Details of mitigation measures at design stage ..................................................................................... 53 Table 3-1: Frequency of Sampling ....................................................................................................................................... 57 Table 3-2: Method of Environmental Sampling and Analysis ................................................................................... 58 Table 3-3: Predominant/Mean Wind Direction, IMD New Delhi Palam (A) ........................................................ 60 Table 3-4: Average Meteorological Condition at IMD station, New Delhi (Palam) ......................................... 60 Table 3-5: Meteorological Condition of the study area .............................................................................................. 61 Table 3-6: Land Use/Land Cover Area Statistics............................................................................................................. 69 Table 3-7: Air Monitoring Locations in the Study Region .......................................................................................... 71 Table 3-8: Details of Analysis Method ............................................................................................................................... 72 Table 3-9: Minimum, Maximum and Percentile Value of PM10 and PM2.5 ........................................................... 73 Table 3-10: Minimum, Maximum and Percentile Value of SO2 and NOX ............................................................. 73 Table 3-11: Minimum, Maximum and Percentile Value of CO & HC ..................................................................... 74 Table 3-12: Noise Monitoring Location ............................................................................................................................. 76 Table 3-13: Noise Monitoring Results of Day Time ...................................................................................................... 77 Table 3-14: Noise Monitoring Results of Night Time .................................................................................................. 77 Table 3-15: Type of Vehicle .................................................................................................................................................... 78 Table 3-16: Traffic Study .......................................................................................................................................................... 78 Table 3-17: LOS Interpretation .............................................................................................................................................. 79 Table 3-18: Existing Traffic Scenario with respect to LOS .......................................................................................... 79 Table 3-19: Soil Sampling Locations ................................................................................................................................... 80 Table 3-20: Soil Analysis Results........................................................................................................................................... 80
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Table 3-21: Groundwater Sampling Locations ............................................................................................................... 84 Table 3-22: Analysis Results of Groundwater .................................................................................................................. 86 Table 3-23: Mode of data collection and parameters considered during the survey ..................................... 90 Table 3-24: List of Trees in the Study area ....................................................................................................................... 93 Table 3-25: List of Shrubs in the Study Area ................................................................................................................... 94 Table 3-26: List of Herbs in the Study Area ..................................................................................................................... 96 Table 3-27: List of Mammals in the Study Area ............................................................................................................. 97 Table 3-28: List of Birds in the Study Area ....................................................................................................................... 97 Table 3-29: List of Reptiles in the Study Area ................................................................................................................. 98 Table 3-30: List of Reptiles in the Study Area ................................................................................................................. 99 Table 3-31: List of Sampling Villages ............................................................................................................................... 100 Table 3-32: Tehsil / Village wise demographic details ............................................................................................. 104 Table 3-33: Tehsil / Village wise Details of Literacy ................................................................................................... 105 Table 3-34: Tehsil / Village wise Details of Employment Pattern ......................................................................... 106 Table 3-35: Tehsil / Village wise Details of Employment Pattern ......................................................................... 107 Table 3-36: Education Facilities .......................................................................................................................................... 108 Table 3-37: Health Care Facilities ...................................................................................................................................... 108 Table 3-38: Drinking Water Facilities ............................................................................................................................... 108 Table 3-39: Communication Facilities ............................................................................................................................. 108 Table 3-40: Sanitation Facilities ......................................................................................................................................... 108 Table 3-41: Transportation Facilities ................................................................................................................................ 108 Table 3-42: Road Facilities ................................................................................................................................................... 108 Table 3-43: Power Supply Facilities .................................................................................................................................. 109 Table 4-1: Severity Criteria for Magnitude of Impacts ............................................................................................. 110 Table 4-2: Score ranges for Beneficial and Adverse Impacts ................................................................................. 111 Table 4-3: Aspect-Impact Identification from Proposed Project .......................................................................... 112 Table 4-4: Criteria of Significance / Consequence ..................................................................................................... 116 Table 4-5: Impact Scoring and Mitigation Measures for Air Environment ....................................................... 117 Table 4-6: Impact Scoring and Mitigation Measures for Noise Environment ................................................ 121 Table 4-7: Impact Scoring and Mitigation Measures for Water Environment ................................................ 123 Table 4-8: Impact Scoring and Mitigation Measures on Land/Soil Environment and Natural Resources ........................................................................................................................................................................................................ 126 Table 4-9: Solid and Hazardous Waste Management .............................................................................................. 130 Table 4-10: Impact Scoring and Mitigation Measures for Ecology and Biodiversity ................................... 133 Table 6-1: Environmental Monitoring Program for Air Environment ................................................................. 137 Table 6-2: Environment Monitoring Program for Noise Environment ............................................................... 141 Table 6-3: Environmental Monitoring Program for Water Environment ........................................................... 143 Table 6-4: Land Environment and Solid and Hazardous Waste Management ............................................... 147 Table 6-5: Environmental Monitoring plan for Ecology & Biodiversity Environment .................................. 150 Table 6-6: Environmental Monitoring Program .......................................................................................................... 151 Table 6-7: Expenditure on Environmental Management Plan ............................................................................... 151 Table 7-1: Minutes of Public Hearing with Action Plan and Fund Allocations ............................................... 156 Table 7-2: Budget Break-up for CER Activities for 5 Years...................................................................................... 157 Table 7-3: Chemicals Properties ........................................................................................................................................ 159 Table 7-4: Storage Tank details ......................................................................................................................................... 159
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Table 7-5: Pipeline sizing details ....................................................................................................................................... 159 Table 7-6: Risk matrix for Qualitative Risk Assessment ............................................................................................ 160 Table 7-7: Risk Acceptability Criteria ............................................................................................................................... 160 Table 7-8: Storage and Handling of petroleum products (Hazard Identification & Details of Proposed Safety Systems/ Preventive measures – Tank Farm/ Pipelines/ Miscellaneous) ............................................ 162 Table 7-9 : Damage due to Radiation Intensity........................................................................................................... 167 Table 7-10: Overpressure Damage ................................................................................................................................... 168 Table 7-11: Event Classification ......................................................................................................................................... 169 Table 7-12: Weather Condition Selected ....................................................................................................................... 170 Table 7-13: Failure Frequencies for Storage Tanks .................................................................................................... 173 Table 7-14: Effect Distance due to Release of HSD ................................................................................................... 174 Table 7-15: Effect Distance due to Release of MS...................................................................................................... 178 Table 7-16: Effect Distance due to Release of SKO.................................................................................................... 183 Table 7-17: Effect Distance due to Release of Ethanol ............................................................................................. 188 Table 7-18: Details of Firefighting facilities/ equipments available at Tikri Kalan Terminal ..................... 195 Table 7-19: Details of Fire water system at Tikri Kalan Terminal ......................................................................... 195 Table 7-20: Details of Fire hydrant system at site ...................................................................................................... 196 Table 7-21: Details of HVLR system at site .................................................................................................................... 197 Table 7-22: List of IOCL Officials ....................................................................................................................................... 208 Table 7-23: Emergency Do’s and Don’ts ........................................................................................................................ 210 Table 7-24: Telephone number of Emergency Control Centre ............................................................................. 212 Table 7-25: First Aid Details ................................................................................................................................................. 215 Table 7-26: Contact Details for Medical Facilities....................................................................................................... 216 Table 7-27: Emergency Contact Number – District Authorities ............................................................................ 220 Table 7-28: Emergency Contact Number – IOCL Officials....................................................................................... 221 Table 7-29: Emergency Contact Number – IOCL Unit .............................................................................................. 221 Table 7-30: Emergency Contact Number – Mutual Aids Members ..................................................................... 221 Table 10-1: Environmental Management Plan............................................................................................................. 233 Table 10-2: Details of Greenbelt Development at the Project Site ...................................................................... 237 Table 10-3: Runoff Generation Calculations ................................................................................................................. 238 Table 10-4: Role and Responsibilities.............................................................................................................................. 241 Table 11-1: Project description .......................................................................................................................................... 243 Table 12-1: EIA Team Member ........................................................................................................................................... 252
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LIST OF FIGURES
Figure 1-1: Trends in Consumption of Petrol in India (Million Tonnes) ................................................................. 3 Figure 2-1: Process Flow Diagram ....................................................................................................................................... 37 Figure 2-2: Oil Water Separator ............................................................................................................................................ 47 Figure 3-1: Valued Environmental Components ............................................................................................................ 55 Figure 3-2: Date Wise Temperature Variation ................................................................................................................ 62 Figure 3-3: Date Wise Humidity Variation ........................................................................................................................ 63 Figure 3-4: Windrose................................................................................................................................................................. 65 Figure 3-5: Flowchart Showing the Methodology Adopted for Land Use/Land Cover Mapping .............. 67 Figure 3-6: Pie Diagram of Land Use/ Land Cover Distribution in the Study Area .......................................... 69 Figure 7-1: Late Pool Fire effect distance contour due to 20% rupture of incoming pipeline from storage tank to pump house at weather condition 5/D. ......................................................................................... 176 Figure 7-2: Late Pool Fire effect distance contour due to full bore rupture of incoming pipeline from storage tank to TLF at weather condition 5/D. ............................................................................................................ 176 Figure 7-3: Late Pool Fire effect distance contour due to 10 mm leak in storage tank at weather condition 5/D. ........................................................................................................................................................................... 177 Figure 7-4: Late Pool Fire effect distance contour due to catastrophic rupture of storage at weather condition 5/D. ........................................................................................................................................................................... 177 Figure 7-5: Late Pool Fire effect distance contour due to 20% rupture of incoming pipeline from storage tank to pump house at weather condition 5/D. ......................................................................................... 180 Figure 7-6: Late Pool Fire effect distance contour due to full bore rupture of incoming pipeline from pump house to TLF at weather condition 5/D. ............................................................................................................ 180 Figure 7-7: Late Pool Fire effect distance contour due to 10mm hole in storage tank at weather condition 1.5/F.......................................................................................................................................................................... 181 Figure 7-8: Late Pool Fire effect distance contour due to catastrophic rupture of storage at weather condition 5/D. ........................................................................................................................................................................... 181 Figure 7-9: Late Explosion effect distance contour due to catastrophic rupture of storage at weather condition 5/D. ........................................................................................................................................................................... 182 Figure 7-10: Late Pool Fire effect distance contour due to 20% rupture of incoming pipeline from storage tank to pump house at weather condition 5/D. ......................................................................................... 185 Figure 7-11: Late Pool Fire effect distance contour due to full bore rupture of incoming pipeline from pump house to TLF at weather condition 5/D. ............................................................................................................ 185 Figure 7-12: Late Pool Fire effect distance contour due to 10 mm leak in storage tank at weather condition 5/D. ........................................................................................................................................................................... 186 Figure 7-13: Late Pool Fire effect distance contour due to catastrophic rupture of storage at weather condition 5/D. ........................................................................................................................................................................... 186 Figure 7-14: Late explosion overpressure effect distance contour due to catastrophic rupture of storage at weather condition 5/D. .................................................................................................................................... 187 Figure 7-15: Late Pool Fire effect distance contour due to Full bore rupture of unloading pipeline from tanker at weather condition 5/D. ...................................................................................................................................... 189 Figure 7-16: Late Pool Fire effect distance contour due to 10mm leak in Storage tank at weather condition 1.5/F.......................................................................................................................................................................... 189 Figure 7-17: Late Pool Fire effect distance contour due to catastrophic rupture of Storage tank at weather condition 5/D. ......................................................................................................................................................... 190
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Figure 7-18: Late explosion overpressure effect distance contour due to catastrophic rupture of storage tank at weather condition 1.5/F ........................................................................................................................ 190 Figure 7-19: Emergency Organization Chart ................................................................................................................ 204 Figure 7-20: Communication Flow Chart ....................................................................................................................... 212 Figure 10-1: Hierarchy of Environmental Management Cell .................................................................................. 241
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LIST OF MAPS
Map 2-1: Map Showing General and Specific Location of Project Site ................................................................ 23 Map 2-2: Project Site Boundary Map ................................................................................................................................. 24 Map 2-3: Study Area Map of 10 Km Radius of Site ...................................................................................................... 27 Map 2-4: Site Layout Plan ....................................................................................................................................................... 49 Map 3-1: Study Area Map ....................................................................................................................................................... 56 Map 3-2: False Color Composite Satellite Map of 10 Km Radius ........................................................................... 68 Map 3-3: Map Showing Land Use/ Land Cover Distribution .................................................................................... 70 Map 3-4: Ambient Air Monitoring Locations Map ........................................................................................................ 72 Map 3-5: Noise Level Monitoring Location Map ........................................................................................................... 76 Map 3-6: Soil Sampling Location Map ............................................................................................................................... 80 Map 3-7: Drainage Map of the Study Area ...................................................................................................................... 83 Map 3-8: Groundwater Sampling Location Map ........................................................................................................... 84
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Eco Chem Sales & Services Doc. No: 2016_ECSS_EIAMS_1600117 Table of Content xix
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Eco Chem Sales & Services Doc. No: 2016_ECSS_EIAMS_1600117 Table of Content xx
LIST OF ANNEXURES
Annexure 1: ToR Copy ........................................................................................................................................................... 255 Annexure 2: Copy of EC and EC Compliance ............................................................................................................... 257 Annexure 3: Copy of Consent ............................................................................................................................................. 269 Annexure 4: Raw data for all AAQ measurement for 12 week of all stations .................................................. 270 Annexure 5: National Ambient Air Quality (NAAQ) Standards, 2009 ................................................................. 278 Annexure 6: Climatological Table Data for IMD, Station: New Delhi Palam (A) observatory, 1981-2010 ........................................................................................................................................................................................................ 280 Annexure 7: Health Register ............................................................................................................................................... 282 Annexure 8: Work Place Monitoring Report ................................................................................................................. 286 Annexure 9: Environment Policy ........................................................................................................................................ 287 Annexure 10: Material Safety Data Sheet ...................................................................................................................... 288 Annexure 11: NABET Certificate ........................................................................................................................................ 302 Annexure 12: Advertisement of Public Hearing in Local News Papers .............................................................. 303 Annexure 13: Public Hearing Proceedings .................................................................................................................... 305
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Eco Chem Sales & Services Doc. No: 2016_ECSS_EIAMS_1600117 Abbreviations xxi
ABBREVIATIONS
AAQM : Ambient Air Quality Monitoring Avg. : Average AWMA : Air Waste Management Association AMS : American Meteorological Society APCM : Air Pollution Control Measures BOD : Biochemical Oxygen Demand BIS : Bureau of Indian Standards COD : Chemical Oxygen Demand CEC : Cation Exchange Capacity CGWA : Central Ground Water Authority CPCB : Central Pollution Control Board Cr. : Crore CSR : Corporate Social Responsibility D.G : Diesel Generator DMP : Disaster Management Plan EC : Environment Clearance EC (soil) : Electrical Conductivity ECG : Electro Cardiogram EHS : Environmental Health and Safety EIA : Environmental Impact Assessment EMP : Environmental Management Plan ESP (Soil) : Exchangeable Sodium Percentage ETP : Effluent Treatment Plant FAE : Functional Area Expert GLC : Ground Level Concentration GSI : Geological Survey of India Ha : Hectare HC : Hydrocarbon HAZOP : Hazard and Operability Study HIRA : Hazard Identification and Risk Assessment HSD : High Speed Diesel HSE : Health and Safety Executive IMD : Indian Meteorological Department INR : Indian Rupee IS : Indian Standards IUCN : International Union for Conservation of Nature KG : Kilo Gram KLD : Kilo Liter per Day KMPH : Kilo Meter Per Hour kVA Kilo Volt Ampere Kwh : Kilo Watt Hour LU : Land use LC : Land Cover
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Max. : Maximum MCLS : Maximum Credible Loss Scenarios Min. : Minimum MoEF&CC : Ministry of Environment and Forest and Climate Change MoM : Minutes of Meeting MSDS : Material Safety Data Sheet MSIHC : Manufacture, Storage and Import of Hazardous Chemical MSW : Municipal Solid Waste NA : Not Applicable NAAQ : National Ambient Air Quality NABET : National Accreditation Board for Education and Training NABL : National Accreditation Board for Testing and Calibration Laboratories NOx : Nitrogen Oxides OH&S : Occupational Health & Safety PM : Particulate Matter PPE : Personal Protection Equipment QCI : Quality Council of India RA : Risk Assessment RWH : Rain Water Harvesting SAR (soil) : Sodium Absorption Ratio SC : Soil Conservation SEAC : State Level Expert Appraisal Committee SEIAA : State Environment Impact Assessment Authority SH : State Highway SHW : Solid Hazardous Waste SOPs : Standard Operating Procedures SPL : Sound Pressure Level SWD : Storm Water Drain TDS : Total Dissolved Solids ToR : Terms of Reference USEPA : United States Environmental Protection Agency
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
1.1 PURPOSE OF THE REPORT Purpose of the report is to identify environmental aspects, impacts and mitigation measures arising out from proposed Expansion of Isolated storage at IOCL, Tikri Kalan Terminal at New Delhi and to prepare EIA/EMP and RA/DMP report as per Terms of Reference (ToR) issued by Ministry of Environment, Forest and Climate Change (MoEF&CC), New Delhi.
This Report is prepared based on ‘General Structure of EIA’ given in Appendix III and IIIA of mentioned EIA Notification.
1.2 IDENTIFICATION OF PROJECT & PROJECT PROPONENT
1.2.1 Identification of Project The proposed project is an installation of new storage tanks to expand storage capacity of MS (Motor Spirit). As per the EIA notification dated 14th September, 2006, as amended till date, said project falls under the Project / Activity: 6(b) “ Isolated storage and handling of hazardous chemicals” under Category ‘B’.
1.2.2 Project Proponent Indian Oil Corporation Limited (‘IOCL’) is India's largest commercial enterprise, with sales turnover of Rs. 3,99,601 crore (US$ 61 billion) and profits of Rs. 10,399 crore (US$ 1,589 million) for the year 2015-16. IOCL is ranked 161st among the world's largest corporates (and first among Indian enterprises) in the prestigious Fortune ‘Global 500’ listing for the year 2016.
As India's flagship IOCL Company, with a 33,000 strong work-force currently, IOCL has been meeting India’s energy demands for over half a century. With a corporate vision to be 'The Energy of India' and to become 'A globally admired company,' IOCL’s business interests straddle the entire hydrocarbon value-chain – from refining, pipeline transportation and marketing of petroleum products to exploration & production of crude oil & gas, marketing of natural gas and petrochemicals, besides forays into alternative energy and globalization of downstream operations.
Having set up subsidiaries in Sri Lanka, Mauritius and the UAE, the Corporation is simultaneously scouting for new business opportunities in the energy markets of Asia and Africa. It has also formed about 20 joint ventures with reputed business partners from India and abroad to pursue diverse business interests.
IOCL, Tikri Kalan Terminal was commissioned in 2014 and covers around 40 acres of land. The terminal caters to the Retail Outlets of Delhi and consumers of NCR and beyond. The terminal operates in 3 shifts and its activity involves receipt, storage and distribution of finished petroleum product (MS (motor spirit), HSD (high speed diesel), SKO (superior kerosene oil) and Ethanol). The product is received from Panipat Refineries through cross country pipelines.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
At Tikri Kalan terminal product inlet is through Mathura Jalandhar pipeline which has commenced on 27th April 1982 & is around 763 kms in length. This pipeline runs around 147 kms from Mathura to Delhi with a capacity of about 3.70 MMTPA. The entire route up to the terminal at Tikri Kalan inside the existing LPG Plant Complex is fairly level with a variation of approximately 3 meter over the total route length. The Tikri Kalan Station Control Centre will be connected to Bijwasan Master Control Station (MCS) through LAN for data transfer.
1.3 BRIEF DESCRIPTION OF THE PROJECT AND ITS IMPORTANCE TO THE COUNTRY & REGION
1.3.1 Brief Description of the Project The brief description of the project is given in Table 1-1
Table 1-1: Brief description of the project S. No. Details Description
1 Nature Isolated Storage and Handling of Hazardous Chemicals
(as per threshold planning quantity indicated in column 3 of schedule 2 & 3 of MSIHC Rules 1989 amended 2000)
1.3.2 Importance to the Country and the Region Currently, Tikri Kalan terminal has cumulative storage capacity of 39660 KL for HSD, MS, SKO and Ethanol. IOCL proposes expansion of additional storage tank of MS. Proposed expansion will increase cumulative storage capacity of Tikri Kalan terminal by 9000 KL i.e. total cumulative storage capacity will be 48660 KL.
The Terminal also handles Ethanol, which is mixed in a proportion of 10% by volume with Motor Spirit (MS) for dispatches. The existing tanks are not able to cater to the demand of this requirement. In view of the same the storage capacity need to be increased. Therefore, additional tank for MS of 9000 KL storage capacity will be installed at site.
It will help in proper customer service and optimization of resources. This expansion is also important to cater future load to Retail Outlets & Consumers across Northen region.
As per “All India Study on Sectorial Demand of Diesel & Petrol” study by Petroleum Planning and Analysis Cell (Ministry of Petroleum & Natural Gas, Government of India), the following figure shows the trend in consumption of MS in India over a period of 32 years (ie. 1971- 2013).
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Figure 1-1: Trends in Consumption of Petrol in India (Million Tonnes) Motor Spirit (MS), Motor Gasoline, Petrol and Gasoline are terms interchangeably used in India for this light distillate product of refineries. Motor spirit (MS) is used as a transportation fuel in vehicles such as passenger cars, two-wheelers and three-wheelers.
Therefore, as per this report CAGR for MS Consumption is 5.7%, to supply this high demand for MS, additional storage tank for MS is propoesd.
1.4 REGULATORY FRAMEWORK As part of Environmental Clearance process, IOCL has submitted relevant documents, namely Form-1 (as per the EIA Notification, 2006, as amended), along with Prefeasibility Report and proposed Terms of References (ToRs) for carrying out Environmental Studies, to the Ministry of Environment, Forest and Climate Change (MoEF&CC), with File No.: IA-J-11011/287/2017-IA-II(I) dated 11th August 2017 and is attached as Annexure 1.
The unit has obtained CTO from DPCB for the existing unit and it is attached as Annexure 3.
1.4.1 Statutory Clearance as Other Permissions The list of identified statutory applicable to the company is given in Table 1-2
Table 1-2: Identified applicable statutory
S. No. Legal Instruments
1 The Factories rules made under The Factories Act, 1948.
2 Petroleum Rules, 2002 (Amended in the year 2011) of the Petroleum Act, 1934.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
9 Public Liability Insurance Act, Rules and Amendments 1991, 1992, 1993
10 Disaster management Act, 2005
11 The Standards of Weight & Measures Rules - 1987 under Weight & Measures Act - 1976
12 The Standards of Weight & Measures (Packaged Commodities Rules-1977)
13 The Motor Vehicles (Central) Rules, 1989 under The Motor Vehicles Act - 1988
14 Environmental Regulations under The Environment (Protection) Act–1986
15 Water (Prevention & Control of Pollution) Act, 1974 and rules made there under
16 Air (Prevention & Control of Pollution) Act- 1981 and rules made there under
17 Hazardous Waste (Management, Handling and Transboundary movement) Rules
2008,2016
18 Environmental Impact Assessment Notification-2006 & amended till date
19 National Ambient Air Quality Standard, 2009
20 Noise Pollution (regulation and Control) Rules, and amendments, 2000,2006,2010
21 Construction and Demolition Waste Management Rules, 2016
22 Solid Waste Management Rules, 2000, 2016
23 National Green Tribunal Act, 2010
1.4.2 Scope of the Study Compliance of ToR points as per the MoM of ToR issued on 11.08.2017 by Ministry of Environment, Forest and Climate Change (MoEF&CC), New Delhi. This compliance includes
� Collection of baseline data with respect to Air, Noise, Water, Land, Biological and Socio-economic components for one season.
� Identification and assessment of aspects and impacts on environment and suggesting mitigation measures.
� Preparation of Environmental Monitoring, Management and RA/DMP Plan. � Conducting Public Hearing and addressing issues raised in EIA report.
Summarized details of the compliance status of this report with the prescribed ToR are provided in Table 1-3.
Table 1-3: Compliance with the Terms of Reference S. No. ToR Points Reply Citation in EIA Report
A STANDARD TERMS OF REFERENCE
1 Executive Summary Executive summary of EIA Executive Summary is
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report report has been prepared and translated into Hindi
(Local ) Language
provided in Ch. 11, Pg. 243 Also attached as a separate
document
2 Introduction
i Details of the EIA Consultant including NABET accreditation
Eco Chem Sales and Services (ECSS) is engaged in EIA report preparation and having NABET (QCI) accreditation for Isolated Storage and Handling of
Hazardous Chemicals
Details of EIA Consultant is provided in Ch.12 , Pg.252.
NABET Accreditation certificate is attached as Annexure 11 , Pg.302
ii Information about the project proponent
Project proponent is Indial Oil Corporation Limited
(IOCL). Information about IOCL is given in Chapter 1.
Detailed information of project proponent is
provided in Section 1.2.2, Ch. 1, Pg.11
iii Importance and benefits of the project
The proposed expansion is important to the country
and region. This expansion is important to cater future
load to Northern region. There are several benefits in terms of physical, social and other tangible areas due to
proposed expansiont.
Importance and Benefits of the project are detailed in Section 1.3, Ch. 1, Pg.2
3 Project Description
i Cost of project and time of completion.
The Estimated project cost is INR 19.3 Crore including civil, electrical works and Firefighting facilities, etc. Tentative time frame for
project approval and implementation would be
upto December, 2019
Break up for the project cost is given in Table 2-9, Ch.2, Pg. 29. and schedule time
for completion is detailed in Table 2-12, Ch.2, Pg. 35
ii Products with capacities for the proposed project.
Presently, cumulative storage capacity of terminal
is 39660 KL which will be increased to 48660 KL after
proposed expansion. Details are given in Chapter
2
Details of proposed products storage capacities at the site are provided in Table 2-6, Ch.2, Pg. 28
iii If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any.
Yes, adequate land is available for proposed expansion. Details on existing and proposed products, capacities are
given in Chapter 2.
Details of Existing products storage capacities at the site are provided in Table 2-6,
Ch.2, Pg. 28
iv List of raw materials
required and their source The project is for storage
facilities of petroleum --
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report proposals:
a. Copy of all the Environmental Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated Monitoring Report of the Regional Office of the Ministry of Environment and Forests in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing /existing operation of the project from SPCB shall be attached with the EIA-EMP report.
IOCL has been obtained Environmental Clearance
for Pipeline terminal for storage and marketing of
petroleum products at Tikri Kalan including branch line from Mathura –Jalandhar pipeline (MJPL) for Tikri
Kalan Terminal from MOEF. Copy of EC (F. No. J-
11011/315/2007-IA II (I)) Dated 30th January, 2009
and copy of CTO are attached as Annexure.
EC Copy attached as Annexure 2, Pg. 257.
CTO copy dated 11.04.2017 is attached as Error! Not a
valid result for table.Annexure 3, Pg. 269
b. In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. Copies of Consent to Establish/No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted.
Not Applicable --
4 Site Details
i Location of the project site Location map of site Location map is provided in
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report covering village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered.
covering village, Taluka/Tehsil, District, and State is given in Chapter 2
No other sites were considered, as adequate
land is available for proposed expansion within
existing site premises
Section 2.3, Ch.2, Pg.23.
ii A toposheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places)
Study area of radius 10 Km and site location falls under toposheets of scale 1:50000, numbers, 47 I/12, 47 J/9, 47
J/13 and 47 J/16. Map is given in Chapter 3
Toposheet Map of the study area of scale1.:50,000 is
attached as Map 3-1, Ch. 3, Pg. 56
iii Details w.r.t. option analysis for selection of site
Option analysis for alternate site was not done since the
proposed project is for expansion of storage
capacities within existing site.
--
iv Co-ordinates (lat-long) of all four corners of the site.
Co-ordinates of all corners of the project site is
provided in Chapter 2
Co-ordinates of all corners of the project site is
provided in Table 2-2, Section 2.3.1, Ch. 2, Pg. 24
v Google map-Earth downloaded of the project site.
Google Earth image with project boundary is shown
in Chapter 2
Google map-Earth of the project site is attached as Map 2-2, Section 2.3.1,
Ch. 2
vi Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate.
Layout map indicating existing unit as well as
proposed unit indicating storage area, plant area,
greenbelt area, utilities etc.is given in Chapter 2
Proposed site does not fall within any industrial area/
Estate/Complex.
Layout map indicating existing unit as well as
proposed unit indicating storage area, plant area,
greenbelt area, utilities etc.is attached as Map 2-4,
Section 2.7.8, Ch. 2, Pg. 48
vii Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular.
The existing terminal photographs are shown in
Chapter 2 Existing Greenbelt has been
shown in Chapter 10.
Photographs of the proposed and Existing site
are shown in Photograph 2-1, Ch. 2, Pg. 48 and the green belt are shown in
Photograph 10-1, Ch. 10, Pg. 237
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
viii Landuse break-up of total land of the project site (identified and acquired), government/ private - agricultural, forest, wasteland, water bodies, settlements, etc. shall be included. (not required for industrial area)
Detailed landuse break up of the project site with
Landuse map is provided in Chapter 3
Landuse break up of the project site is provided in Table 2-17, Ch. 2, Pg. 48 Landuse break up of the study area is provided in
Section 3.5.4 Ch. 3, Pg. 66
ix A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area
The nearby major industries are IOCL LPG Bottling plant
and HPCL terminal. The existing landuse pattern
in the 10 Km study area is given in Chapter 3.
List of industries near to project site is provided in
Section 2.3.2, Ch. 2, Pg. 24
x Geological features and Geo-hydrological status of the study area shall be included.
Geological and Geo-hydrological status is given
in Chapter 3
Geological features and Geo-hydrological status of
the study area is provided in Section 3.5.16, Ch. 3, Pg.
82.
xi Details of Drainage of the project upto 5km radius of study area. If the site is within 1 km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be provided. (mega green field projects)
Drainage map of the study area is shown in Chapter 3 Site does not fall within 1 Km radius of any major
river. Najafgarh drain is a nearest water body from the
site.
Drainage map of the project site up to 5 km radius of the
study area is attached as Map 3-7, Ch. 3, Pg. 83.
xii Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of c omplete possession of the land.
No additional land acquisition is proposed as
the adequate land is available for proposed
expansion.
--
xiii R&R details in respect of land in line with state Government policy
Not Applicable --
5 Forest and wildlife related
issues (if applicable):
i Permission and approval
for the use of forest land No forest Land is involved. --
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable)
ii Landuse map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case of projects involving forest land more than 40 ha)
Not Applicable --
iii Status of Application submitted for obtaining the stage I forestry clearance along with latest status shall be submitted.
Not Applicable --
iv The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon.
Not Applicable --
v Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna, if any exists in the study area.
Not Applicable --
vi Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife.
Not Applicable --
6 Environmental Status
i Determination of atmospheric inversion level at the project site and site-
Project site and site specific micrometeorological data were collected in Summer
Details are given in Section 3.5.2, Ch. 3, Pg. 61
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall.
Season, 2017 and are summerised in Chapter 3
ii AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be collected. The monitoring stations shall be based CPCB guidelines and take into account the pre-dominant wind direction, population zone and sensitive receptors including reserved forests.
AAQ data of 8 locations for PM 10, PM2.5, SO2, NOX, CO and HC were collected and
presented in Chapter 3 Ambient air quality
monitoring results shows high levels of PM10 and
PM2.5 above NAAQ, 2009 standards. All the results of
gaseous parameters are well within the limit.
Details are given in Table 3-7, Ch. 3, Pg. 71
iii Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in the NAQQM Notification of Nov. 2009 along with - min., max., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure to the EIA Report.
min., max., average and 98% values for each of the AAQ parameters for 8 locations
are given in Chapter 3. Raw data on AAQ measurements for 12 weeks of all stations are covered in Annexure.
Raw data of all AAQ measurement for 12 weeks of all stations is attached as
Annexure 4, Pg. 270
iv Surface water quality of nearby River (100m upstream and downstream of discharge point) and other surface drains at eight locations as per CPCB/ MoEF&CC guidelines.
Sampling was done during summer-2017 when all the
pond and stream were dried and hence no surface water
sampling was done. --
v Whether the site falls near to polluted stretch of river identified by the CPCB/ MoEF&CC, if yes give details
The site does not fall near to polluted stretch of river
--
vi Ground water monitoring at minimum at 8 locations shall be included
Ground water sampling was done and detailes are provided in Chapter 3
Details are provided in Table 3-21, Section 3.5.18,
Ch. 3, Pg. 84
vii Noise levels monitoring at
8 locations within the study Noise levels monitoring at 8 locations within the study
Details are provided in Table 3-12, Section 3.5.15
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report area. were carried out and details
are provided in Chapter 3 Ch. 3, Pg. 76
viii Soil Characteristic as per CPCB guidelines.
Characteristics of Soil is provided in Chapter 3
Details are provided in Table 3-20, Section 3.5.15,
Ch. 3, Pg. 80
ix Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc.
Traffic Study of the area is provided in Chapter 3
Details are provided in Section 3.5.14, Ch. 3, Pg.
78
x Detailed description of flora and fauna (terrestrial and aquatic) existing in the study area shall be given with special reference to rare, endemic and endangered species. If Schedule-I fauna are found within the study area, a Wildlife Conservation Plan shall be prepared and furnished.
No rare, endemic or endangered species has been identified during
study. Details of flora and fauna are given in Chapter
3
Detailed description of flora and fauna is provided in
Section 3.5.19, Ch. 3, Pg. 88
xi Socio-economic status of the study area.
Socio-economic status of the study area is provided in
Chapter 3
Socio-economic status of the study area is provided in Section 3.5.20, Ch. 3, Pg.
99
7 Impact and Environment Management Plan
i Assessment of ground level concentration of pollutants from the stack emission based on site-specific meteorological features. In case the project is located on a hilly terrain, the AQIP Modeling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modeling
The proposesed expansion involves additional one tank of MS. There will not be any
addition of stack. So ther will not be any adddtion of
pollutants in air hence, modeling is not essential
--
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.
ii Water Quality modeling - in case of discharge in water body
Not Applicable --
iii Impact of the transport of the raw materials and end products on the surrounding environment shall be assessed and provided. In this regard, options for transport of raw materials and finished products and wastes (large quantities) by rail or rail-cum road transport or conveyor-cum-rail transport shall be examined.
Presently, petroleum products received through
pipeline only. However, dispatch of the material will
be through tankers and hence impact of the same is
shown in Ch.4,
Details covered in Ch.4, Pg. 110
iv A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E(P) Rules.
This project is storage terminal of Petroleum
products. Hence there is no generation of process waste
water, so no ETP is proposed. Only domestic
waste water will be generated which will be
disposed of into soak pits.
--
v Details of stack emission and action plan for control of emissions to meet standards.
Only DG Set stack emission is envisaged which will be
operated during emergency. Action plan for the same is
given in Chapter 4
Details given in Section 4.2.2, Ch.4, Pg. 116
vi Measures for fugitive
emission control
vii Details of hazardous waste generation and their storage, utilization and management. Copies of MOU regarding utilization of solid and hazardous waste in cement plant shall
Details of hazardous waste generation and their
storage, utilization and management is provided in
Chapter 2
Details of hazardous waste generation and their
storage, utilization and management is provided in Section 2.7.7, Ch. 2, Pg. 48
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation.
viii Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided.
Not Applicable since no such activity is envisaged at the site which leads to the
generation of Fly Ash
--
ix Action plan for the green belt development plan in 33 % area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated.
The site has well developed existing greenbelt around
the premises. Total Number of trees with species name
are given in Chapter 10 The site is of isolated storage of petroleum
products and because of safety reasons for fire prevention, trees are
planted in less density in certain areas.
Details coverd in Section 10.3, Ch. 10, Pg. 237
x Action plan for rainwater harvesting measures at plant site shall be submitted to harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources.
Details of the Rain water harvesting at plant site is provided in Chapter 10
Details are covered in Section 10.4, Ch. 10, Pg.
238
xi Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.
Detailed capital cost and recurring cost/annum for environmental pollution
control measures are given in Chapter 6
Details provided in Ch. 6, Pg. 136
xii Action plan for post-project environmental monitoring shall be submitted.
Detailed Action plan for post-project environmental monitoring is provided in
Chapter 6
Details provided in Ch. 6, Pg. 136 and Ch. 10, Pg.232
xiii Onsite and Offsite Disaster Onsite and Offsite Disaster Risk Assessment is given
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan.
Preparedness and Emergency Management
Plan including Risk Assessment and damage
control is provided in Chapter 7
Section0, Ch. 7, Pg. 153, Detailed DMP is provided in Section 7.3, Ch. 7, Pg. 200
8 Occupational health
i Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers
Plan and fund allocation to ensure the occupational
health & safety is provided in Chapter 10
in detail in Section 10.5, Ch. 10, Pg. 239
ii Details of exposure specific health status evaluation of worker. If the workers' health is being evaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise.
Health status of the workers is evaluated. The tests includes LFT, REA, ECG,
WBC, Hb and BRS Copy of Health report of the workers
at IOCL is attached as an Annexure.
Health status report for the workers are attached as an
Annexure 7, Pg. 282
iii Details of existing Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved,
Details on existing Occupational & Safety
Hazards, their impacts and mitigation measures are
given in Chapter 7
Details on existing Occupational & Safety
Hazards, their impacts and mitigation measures are
given in Section 7.9, Ch. 7, Pg. 224
iv Annual report of health status of workers with special reference to Occupational Health and
Annual report of health status of workers is
attached.
Annual Report of health status of the workers is
attached as Annexure 7, Pg. 282
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report Safety.
9 Corporate Environment Policy
i Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.
Yes. IOCL Tikri KalanTerminal have Environment Policy.
Environment Policy is attached as Annexure 9, Pg.
287
ii Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.
Yes. Company have Standard Operation
Process/Procedures to bring into focus any
infringement/deviation/violation of the Environmental or forest issues. EHS policy and
administrative details are provided in Chapter 10
Environment Policy which is attached as Annexure 9, Pg.
287. EHS policy and
administrative details are provided in Section 10.5.1
Ch. 10, Pg. 240
iii What is the hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given.
The hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions is provided in Chapter 10
The hierarchical system or Administrative order of the company to deal with the
environmental issues and for ensuring compliance with
the environmental clearance conditions is provided in
Figure 10-1, Section 10.5.1, Ch. 10, Pg. 241
iv Does the company have system of reporting of non-compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism shall be detailed in the EIA report
The reporting mechanism is provided in Chapter 10
The reporting mechanism is provided in Figure 10-1,
Section 10.5.1, Ch. 10 Pg. 241
10
Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. to be provided to the labour force during construction as well as to the casual workers including truck drivers during operation phase.
Tikri Kalan Terminal have already well developed
facilities like Washrooms, Restrooms, drinking water facilities, proper ventilation at parking areas, canteens etc. are provided for casual
workers and drives
--
11 Enterprise Social Commitment (ESC)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
i Adequate funds (at least 2.5 % of the project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.
As per latest OM No. F. No.22-65/2017-IA, dated 1st
May, 2018, the fund allocation for the CER is Rs.
19.3 Lakh (1.0% of Additional Capital
Investment of Rs. 19.3 Cr.) for undertaking the Socio Economic development
activities.
Details provided in Section 7.1.4 of Chapter 7 on pg.
157
ii Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case.
No litigation is pending against the project
--
iii A tabular chart with index for point wise compliance of above TOR.
Complied --
B SPECIFIC TERMS OF REFERENCE
1 Details on list of hazardous chemicals to be stored alongwith storage quantities at the facility, their category (as per MSIHC Rules), MSDS.
Details on Hazardous Chemicals to be stored
along with storage quantities is given in
Chapter 2
Details covered in Table 2-6, Section 2.4, Ch. 2
Pg.28. MSDS of hazardous
chemicals are attached as Annexure 10, Pg. 288
2 Mode of receiving hazardous chemicals in isolated storages and mode of their dispatch.
Presently all petroleum material are received from
Mathura & Panipat Refineries through cross
country pipelines. Dispatch of materials is through tankers and will remain same after expansion.
A brief write up on the mode of receiving chemicals in
Isolated storages and mode of their dispatch is provided in Section 2.7, Ch. 2 , Pg. 36 and detailed operations of receipt and dispatch is provided in Section 2.7.3,
Ch. 2 Pg. 42
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4 Details on types and specifications of the storage facilities including tanks, pumps, piping, valves, flanges, pumps, monitoring equipments, systems for emissions control safety controls including relief systems
Details of Storage facilities, Pump house details, Storage tank details are provided in
Chapter 2 1) Provision of sprinkler &
fixed foam system for storage tanks.
2) Tank body valves on process lines (inlet, outlet & recirculation) of all storage tanks storing class – A & B products having remote operated shut off valve
(ROSOV). 3) For positive isolation double block and bleed Valve provided so that
under no circumstances the product is exposed to
atmosphere from the valve. 4) Expansion line provided for blocked portion of pipe line(s) to take care of the
thermal expansion of product due to rise of
temperature. 5) Emergency Shut Down valves provided in each
product header going to TLF gantry for quick
isolation of main product headers (in case of
emergency) 6) External floating roof
tanks have a new rim seal fire protection system installed on the roof.
7) Hydrocarbon detectors are placed near all potential leak sources of class-A e.g. tank dykes, tank manifolds, pump house manifold etc.
Details of Storage facilities for Tanks is provided in
Section 2.4, Ch. 2 ,Pg. 28 Pump house details, storage
tank details are given in Section 2.5.3, Ch. 2, Pg. 32
5 Arrangements to control loss/leakage of chemicals and management system in
Automation for control of loss/leakage and dyke wall
facilities to prevent
Details are provided in Section 2.7.2, Ch. 2 ,Pg. 38
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. ToR Points Reply Citation in EIA Report case of leakage. spreading of chemicals due
to leakage if any is given in Chapter 2
6 Risk Assessment & Disaster Management Plan
� Identification of hazards
� Consequence Analysis
� Details of domino effect of the storage tanks and respective preventive measures including distance between storage units in an isolated storage facility.
� Onsite and offsite emergency preparedness plan.
Risk Assessment and DMP is given in Chapter 7
Risk Assessment and DMP is provided in detail in Section
7.1, Ch. 7, Pg. 153
C SPECIFIC TERMS OF REFERENCE SUGESSTED BYSEAC
1 Public hearing has to be conducted as per the provision of EIA Notification, 2006.
Noted, Draft EIA Report will be submite to Delhi
Pollution Control Committee for conduct
Public Hearing as per the provision of EIA Notification,
2006.
-
1.5 STRUCTURE OF THE EIA REPORT This EIA report has been prepared on the basis of available on-site primary data (survey/ monitoring) and secondary data/literature data. The EIA report contains project features, baseline environmental conditions, assessment of environmental impacts, and formulation of mitigation measures along with environmental management and monitoring plan.
Details of which are as follow:
Chapter 1: Introduction
This chapter provides background information of the project proponent, need for the EIA study as per prevailing legislation, location and brief description of the project, methodology adopted for EIA study, Terms of Reference and structure of the EIA report.
Chapter 2: Project Description
This chapter deals with the details of the proposed project such as location, connectivity, size and magnitude of the operation, process description, project requirements, environmental consideration, project cost, implementation schedule, etc.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
This Chapter describes the baseline environmental conditions around the project site for various environmental attributes, viz., physical, biological and socio-economic, within the 10 km radial zone, which is termed as the study area. Topography, soil, water, meteorology, air, noise, and land constitute the physical environment, whereas flora and fauna constitute the biological environment. Demographic details and occupational pattern in the study area constitute socio-economic environment. Baseline environmental conditions are based on the field studies carried out during March to June, 2017, monitoring data at and around the proposed site.
Chapter 4: Anticipated Environmental Impacts and Mitigation Measures
This chapter details the inferences drawn from the environmental impact assessment of the proposed project. It describes the overall impacts of the project activities and underscores the areas of concern and mitigation measures.
Chapter 5: Alternative Analysis (Site and Technology)
This Chapter provides an alternative analysis considered for the site and technology for the proposed project.
Chapter 6: Environmental Monitoring program
This chapter provides the environmental monitoring plan proposed for the proposed project.
Chapter 7: Additional Studies
This Chapter provides details about the Disaster Management Plan (DMP) and on-site emergency plan proposed for the proposed project.
Chapter 8: Project Benefits
This chapter lists the brief details of the benefits associated with the project.
Chapter 9: Environmental Cost Benefit Analysis
This chapter provides detailed assessment on total cost require to set entire additional storage tankages, setup of environmental management system and recurring cost. It also provides timeline require for full repayment of the entire cost.
Chapter 10: Environmental Management Plan
This Chapter provides mitigation and control measures to attenuate and/or eliminate environmental impacts, which are likely to be caused by the proposed project. An Environmental Management Plan (EMP) has been developed to mitigate the potential adverse impacts and to strengthen the beneficial impacts during the construction and operation phase.
Chapter 11: Summary and Conclusions
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
This chapter concludes on the findings that emerged from the environmental assessment study and summarizes the key points to be addressed to ensure the environmental sustainability of the project during the construction and operation phases.
Chapter 12: Disclosure of Consultants Engaged
This chapter lists the Functional Area Experts (FAEs) and other team members who have worked and contributed on the EIA report.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2 PROJECT DESCRIPTION This chapter provides a condensed description of those aspects of the project likely to cause environmental effects. Details are described in following sections with regards to type, need, location, size or magnitude of project operations, technology and other related activities.
2.1 TYPE OF PROJECT M/s Indian Oil Corporation Limited (IOCL) has an existing isolated petroleum storage and distribution facility at Tikri Kalan Village, New Delhi. This terminal was initiated in the year of August, 2014. Now IOCL intend to install additional storage tanks for various petroleum products.
This proposed activity falls under schedule/ Activity; “Service Sector” under EIA notification dated 14th September, 2014 and amended till date, to be appraised at MoEF&CC, New Delhi.
Details on schedule and category as per notification are shown in Table 2-1.
Table 2-1: Schedule and category of the proposed project Project or Activity Category Proposed Expansion
6 (b) Isolated Storage and Handling of
hazardous chemicals B � MS: One tank of 9000 KL
2.2 NEED FOR THE PROJECT Currently, Tikri Kalan terminal has cumulative storage capacity of 39660 KL for HSD, MS, SKO and Ethanol. IOCL proposes expansion of additional storage tank of MS. Proposed expansion will increase cumulative storage capacity of Tikri Kalan terminal by 9000 KL i.e. total cumulative storage capacity will be 48660 KL.
The Terminal also handles Ethanol with other petroleum products, which is mixed in a proportion of 10% by volume with Motor Spirit (MS) for dispatches. The existing tanks are not able to cater to the demand of this requirement. In view of the same the storage capacity need to be increased. Therefore, additional tank for MS of 9000 KL storage capacity will be installed at site.
It will help in proper customer service and optimization of resources. This expansion is also important to cater future load to Retail Outlets & Consumers across Northen region.
2.2.1 Domestic/Export Markets Motor spirit (MS) is used as a transportation fuel in vehicles such as passenger cars, two-wheelers and three-wheelers; to supply this high demand for MS, additional storage tank is required.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.3.1 General Location of the Site The Tikri Kalan Terminal of Indian Oil Corporation Limited, a Public Sector Undertaking is located at Gheora village of New Delhi and it is well connected by rail & road. The site can easily approachable via local road network and National highway NH-9.
Tikri Kalan Terminal is situated near Gheora Mode on the Delhi- Rohtak Road. The general and specific location of the site is shown in Map 2-1, project boundary map is shown in Map 2-2 and coordinates of the site are provided in the Table 2-2.
Map 2-1: Map Showing General and Specific Location of Project Site
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Map 2-2: Project Site Boundary Map Table 2-2: Co-ordinates of the Project Boundary
Code Latitude Longitude
A 28°41'11.16"N 76°59'7.41"E
B 28°41'10.52"N 76°59'14.40"E
C 28°41'9.82"N 76°59'22.54"E
D 28°41'11.84"N 76°59'22.38"E
E 28°41'12.28"N 76°59'18.35"E
F 28°41'16.14"N 76°59'18.39"E
G 28°41'19.02"N 76°59'16.61"E
H 28°41'19.09"N 76°59'14.53"E
I 28°41'24.12"N 76°59'3.73"E
J 28°41'15.00"N 76°59'3.59"E
K 28°41'14.40"N 76°59'7.57"E
2.3.2 Neighboring Facilities from Terminal Plant is surrounded by agricultural land on the west side and the IOCL bottling plant on the north and east side. The up-coming HPCL POL Terminal is located on the further west side of the terminal. Delhi Rohtak railway track and FCI godowns are located further on the north side of the installation.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Table 2-3: Neighbouring facilities from IOCL Tikri Kalan Terminal
S. No. Direction Location Approximate Distance
from IOCL Plant (meter)
1 North IOCL LPG Bottling Plant Contiguous
2 East IOCL LPG Bottling Plant 1 km
3 South Highway 50 meter
4 West HPCL 2 km
2.3.3 Approach to the Project Site The road, rail and air connectivity to the site, through various means is tabulated in Table 2-4.
Table 2-4: Site Connectivity
S. No Road, Rail and Air Aerial Distance in kms
from Project site Direction from
project site
1.
Road:
NH - 9 Adgecent S
Dr. Sahebsing Verma Marg 0.75 NE
Najafgarh – Bahadurgarh Road 4.83 WSW
2.
Railway Station:
Ghevra Railway station 3 ENE
Bahadurgarh Railway station 5 WNW
Mundka Metro station 5 E
New Delhi Railway station 23 ESE
3. Airport:
Indira Gandhi International Airport 18 SE
2.3.4 Environmental Sensitivity Details Project site specific environmental sensitivity details are given in Table 2-5 and study area map of 10 km radius of the site is shown in Map 2-3.
Table 2-5: Environmental Sensitivity Details S.
No. Environmental
Sensitivity Name Distance and Direction
1 Nearest Village Tikri Kalan 1.60 km in West
2 Nearest Water body
Ghevra village pond 1 Km in NE
Tikri Kalan village pond 2 Km in WSW
Canal 6 Km in SE
3 Other Industries IOCL LPG Bottling plant Adjoining on North boundary
HPCL 2 Km in S
4 National Highway NH - 9 Adjoining on South boundary
5 Railway line Ghevra Railway station 3 Km in ENE
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.4.1 Production Capacity/ Storage Facility The Existing capacity of this storage terminal is 39660 KL. The terminal is having 15 tanks for product storage. The terminal is providing storage and handling services to petroleum products as per the market demand. Now, IOCL apply for one additional storage tank of 9000 KL capacity (each) for MS.
The Storage details and Schedule for existing and additional storages are given in Table 2-6 and Table 2-7 respectively. Schedule for existing and additional pipeline given in Table 2-8.
Table 2-6: Details for Existing and Additional Storage Tanks
S. No.
Material
Existing Additional Total
Storage Capacity
(KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
1 MS
5203
4 9000 1 23830 5 5203
2212
2212
2 HSD
3422
7 - - 22879 7
3422
3422
3754
3754
3754
1351
3 SKO 1351 1 - - 1351 1
4 Ethanol
200
3 - - 600 3 200
200
Total 39660 15 9000 1 48660 16 After expansion, total capacity will be 48660 KL for 16 tanks.
Table 2-7: Schedule of Existing and additional storage tanks
S. No.
Tank no. Type of tanks
Name of product
Class of product
Size of tanks in m.
Dia (m) Maximum physical
height (m)
Safe filling capacity
(kl)
Existing tanks
1 T-101 FR MS A 24 14 5203
2 T-102 FR MS A 24 14 5203
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7 Add 5 % allowance for change in scope & Design 0.8
Total 16.0
8 Total 5% for consultancy, TPI, Supervision/construction period
expenses and payments of Govt. agencies 0.8
Total 16.8
9 Add contingency 15% 2.5
Total Project Cost 19.3
2.5 ASSOCIATED ACTIVITIES REQUIRES BY OR FOR THE PROJECT
2.5.1 Utilities
Power The existing power requirement of the terminal is around 1000 KVA after addition of new tank power requirement of the terminal will remain same. This Power requirement will be fulfilled through the grid supply.
As a backup plan during emergency, terminal equipped with 3 DG Sets (400 + 400 + 82.5 KVA capacity)
Fuel Requirement The details of fuel consumption are shown in Table 2-10.
Table 2-10: Fuel Consumption Details S.
No. Stack Attached to Capacity
Stack Nos.
Type of Fuel used
Fuel consumption
Existing
1 DG set
As a backup during emergency
2 X 400 KVA 4 HSD 17 Ltr/ hrs at full load
1 X 82.5 KVA 1 HSD 11 Ltr/ hrs at full load
2 Fire water Engine
pumps 3 X 616 m3 5 HSD 14 Ltr/ hrs at full load
Proposed
No flue gas stack will be added after proposed expansion
Water As the terminal is providing only storage and handling services, there is no any other water requirement for processing or operation, water is required only for firefighting, gardening and domestic purpose. Total water consumption for the terminal, after proposed expansion, will be remain same as 20 KLD & wastewater generation will be as 5 KLD. There will be no generation of industrial effluent. Domestic wastewater will be disposed in soak pit via septic tank.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.5.2 Fire Fighting Facilities The IOCL, Tikri Kalan Terminal has fire extinguishers installed at strategic locations in the Terminal.
Fire Water Monitor and Hydrant Points: 48 Nos. Water Cum Foam Monitors, 47 Nos. Double Headed hydrants are well laid covering all activities / operating areas. In addition, High Velocity Long Range (HVLR), Water-cum-Foam monitor, and Trolley mounted Water-cum-Foam monitors are provided at various locations.
Water Storage Details of Fire Water Pump � Storage: 2 x 4300 KL � Pumps: 5 pump � Pumping Capacity: 616 KL/ Hr
Detailed firefighting facilities is provided in Chapter 7
2.5.3 Pump House Details Currently, the terminal has a total of 22 Nos. pumps. All pumps are dedicated to a particular service. The pump details at the Terminal given in Table 2-11.
Fina
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33
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0 19
00
2012
FE-4
Fi
re P
/H
Fire
Fig
htin
g M
athe
r Pl
att
1026
8 10
5 36
0 19
00
2012
FE-5
Fi
re P
/H
Fire
Fig
htin
g M
athe
r Pl
att
1026
8 10
5 36
0 19
00
2012
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.5.4 Manpower During the construction phase, around ~100 workers will be required. This would include persons from local region. As the expansion is very less and hence 10 additional manpower will be required during operation phase.
2.6 PROPOSED SCHEDULE FOR APPROVAL AND IMPLEMENTATION
Detailed list of activities and approvals require after receipt of EC and tentative time frame required is given in Table 2-12.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 2
35
Ta
ble
2-12
: Pro
pose
d sc
hedu
le f
or a
ppro
val a
nd im
plem
enta
tion
Not
e:
1.
Activ
ities
dep
ende
nt o
ver e
xter
nal a
genc
ies
are
mar
ked
in re
d.
2.
Com
mis
sion
ing
will
be
done
aft
erw
ards
whi
ch m
ay ta
ke a
dditi
onal
3 m
onth
s.
Feb'
17M
ar'17
Apr'1
7M
ay'17
Jun'
17Ju
l'17
Aug'1
7Se
p'17
Oct'1
7No
v'17
Dec'1
7Ja
n'18
Feb'
18M
ar'18
Apr'1
8M
ay'18
June
'18Ju
ly'18
Aug'1
8Se
p'18
Oct'1
8No
v'18
Dec'1
8Ja
n'19
Feb'
19M
ar'19
Apr'1
9M
ay'19
Jun'
19Ju
l'19
Aug'1
9Se
p'19
Oct'1
9No
v'19
Dec'1
91.0
.0En
viron
men
t Cle
aran
ce
1.1.0
Appo
intm
ent o
f Env
ironm
ent
Cons
ulta
nt
1.2.0
Subm
issio
n of A
pplic
atio
n1.3
.0Fo
llow
up an
d get
ting E
C2
EPCM
(Des
ignin
g & D
etail
ing)
2.1.0
Desig
ning
, Esti
mat
ion,
Prep
arat
ion
of Te
nder
Pack
ages
, Con
tour
Su
rvey
, Soi
l Inve
stiga
tion
2.2.0
Site S
uper
visio
n for
Cons
tructi
on &
Co
mm
issio
ning
3M
ater
ial M
anag
emen
t3.1
.0St
eel P
lates
3.2.0
Pipe
s
3.3.0
Valve
s (Ga
te, R
OSOV
, DBB
Vs,
MOV
s)3.4
.0Sa
fety
Mat
erial
4.0.0
Civil
Pack
age
4.1.0
Tend
erin
g & PO
Plac
emen
t
4.2.0
Cons
tructi
on
4.2.1
Civil
-1 (L
and D
evel
opm
ent,
road
s, dr
ains,
culve
rts5.0
.0M
echa
nica
l Pac
kage
5.1.0
Tend
erin
g & PO
Plac
emen
t
5.2.1
Mec
hani
cal -
1 (Ta
nk Fa
brica
tion)
5.2.2
Mec
hani
cal -
2 (Pr
oduc
t Pip
ing,
OWS,
Fire H
ydra
nt Sy
stem
, CFF
S, Ut
ility
pipe
line)
6.0.0
Auto
mat
ion &
Elec
trica
l Pac
kage
6.1.0
Tend
erin
g & PO
Plac
emen
t
6.2.0
Mat
erial
Proc
urem
ent &
Co
nstru
ction
Mat
erial
proc
urem
ent a
nd Co
nstru
ction
( 5
mon
ths)
Land
Dev
elop
men
t, Ro
ads,
Drain
s, Cu
lverts
, Non
Plan
t Bu
ildin
gs, P
lant B
uild
ings
. (3
mon
ths)
(3 m
onth
s)
Civil
Pack
age i
nclu
ding
tend
erin
g, PO
plac
emen
t and
cons
tructi
on (1
5 mon
ths)
Tank
Fabr
icatio
n, Pr
oduc
t Pip
ing,
Fire H
ydra
nt Sy
stem
, OW
S, CF
FS, U
tility
Pipi
ng (8
m
onth
s)12
mon
ths
11 m
onth
s
Auto
mat
ion (
&CCT
V) Pa
ckag
e inc
ludi
ng te
nder
ing,
PO pl
acem
ent a
nd
Cons
tructi
on (8
mon
ths)
3 mon
ths
Mec
hani
cal P
acka
ge in
cludi
ng te
nder
ing,
PO pl
acem
ent a
nd Co
nstru
ction
( 15 m
onth
s)
Inde
nt
Plac
eme
nt (1
m
onth
s)
Tend
erin
g & PO
Plac
emen
t(4
mon
ths)
2 mon
ths
20 m
onth
sDe
signi
ng, D
etail
ing a
nd Si
te Su
perv
ision
(27 m
onth
s)
Desig
ning
, Pre
para
tion o
f Ten
der P
acka
ges,
Mat
erial
Inde
ntin
g and
Tend
erin
g, di
verti
ng ra
in w
ater
natu
ral d
rain
. (1
1 mon
ths)
Site S
uper
visio
n (18
mon
ths)
Mat
erial
Man
agem
ent (
10m
onth
s)
Mat
erial
Rece
ipt t
o site
(5 m
onth
s)
Civil
Cons
tructi
on (9
mon
ths)
S.No.
Job D
escri
ptio
nTim
e Dur
atio
n
EC (2
3 mon
ths)
Tend
erin
g & PO
Pl
acem
ent (
2 m
onth
s)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.7 PROCESS DESCRIPTION (RECIEPT, STORAGE AND DISPATCH OF MATERIAL ACTIVITIES)
Tikri Kalan Terminal, is a Petroleum Product Storage Terminal of Indian Oil Corporation Limited, located in New Delhi, the Capital City of Republic of India. Terminal is located on the loop line of Mathura Jalandhar product pipeline (MJPL) multi-product pipeline from Mathura in Uttar Pradesh state to Jalandhar in Punjab for transporting POL products namely Motor Spirit (MS), High Speed Diesel (HSD) and Superior Kerosene Oil (SKO).
The terminal operates in 3 shifts and its activity involves receipt, storage and distribution of finished petroleum product The product is received from Mathura & Panipat Refineries through cross country pipelines. For storage of various products, Delhi Terminal has 15 Storage Tanks. Delivery of product to various customers is undertaken through pipelines as well as Tank Lorries. The Terminal also handles Ethanol, which is mixed in a proportion of 10% by volume with Motor Gasoline for dispatches.
At Tikri Kalan terminal product inlet is through Mathura Jalandhar pipeline which has commenced on 27th April 1982 & is around 763 kms in length. This pipeline runs around 147 kms from Mathura to Delhi with a capacity of about 3.70 MMTPA. Storage capacity of terminal is 39660 KL with 15 tanks storing different products. On an average 80 T/T were loaded per day with the help of TLF Gantry with 24 loading bays for different products at the terminal
The Terminal is operated in accordance with the provisions of licenses and consents granted by regulatory departments viz. Departments of Petroleum & Explosives Safety Organization, Directorate of Factories, Manufacture, Storage & Import of Hazardous Chemical Rules & Pollution Control Board etc. as per the applicable regulatory statutory acts and rules of Govt. of India.
Present activities at Terminal � Tank Lorry Loading : MS, HSD, SKO � Tank Lorry Unloading : Ethanol � Ethanol blending, at TLF � Pipeline Receipt through Cross Country Pipeline – MS, HSD, SKO Inter tank transfer � Tank Water Draining Operation � Sampling of Product from Tank after every receipt � Emptying out of Tank at fixed interval for Maintenance/ Cleaning for Quality Control adherence � Opening of Strainers for Cleaning of Strainer’s Filters at fixed interval. � Maintenance and Repair of various Equipments Viz. Pumps, Motors, Fire Engines, Air Compressors
etc.
2.7.1 Various Activities at Terminal Major activities, at present, can broadly divided into 3 parts viz.,
� Receipt of Material � Storage of Material � Dispatch of Material
The entire process of Receipt, Storage and Dispatch of material is shown in process flow diagram in Figure 2-1
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
The petroleum products received at Terminal includes HSD, MS, SKO and Ethanol. HSD, MS and SKO are received through pipeline. Ethanol is received through roadway (Tank Trucks) with 4 - 7 TT per day from sugar mills located in western UP.
The pipeline are the main supply/input mode. The oil brought in through pipeline to Pipeline Division from where the fuels are pumped to their respective storage tanks. The ethanol brought in via roadway comes in through Tanker Lorry. The unloading facility for tanker lorry is available as Ethanol Decantation Shed.
2. Storage of Material
The storage facilities available at the Terminal comprises of 15 existing tanks 'Above Ground Tanks" (AG Tank), additional 1 tank will be insatllaed for MS. The AG Tanks are placed in bounded or enclosed area known as Tank Farm.
Received material is stored into nominated storage tanks. Details of existing and proposed tanks are given Table 2-6
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Tikri Kalan Terminal a Smart Terminal. The filling is done through PLC. Terminal Automation System (TAS) is integrated with SAP to achieve full automation.The filling operation, namely Tank Lorry Filling (TLF) is carried out in TLF gantries consist of bays. All filling operations are carried out in shifts i.e. from 6.00: 14.00 hrs and from 14.00: 22.00 hrs. All filling operations are manned by experienced Terminal Operators, supervised, and managed by trained Officers.
The product is pumped to the TLF Gantry from the storage tanks by TLF Pumping House. The filling lines for the different products are separated and are clearly marked to prevent error.
The Tank Trucks are parked in the bay during filling operation. The tank trucks filling in the gantry is fully automatic, where a fixed quantity is loaded into the tankers through batch controller. The IOCL staff in the presence of an officer subsequently locks tankers before releasing, the invoice is also automatically printed and handed over to the TT crew at Locking Shed.
2.7.2 Automation and Instrumentation The existing tanks are provided with following instrumentation and automation:
� Two radar gauges for level measuring i.e. Main or Primary and Secondary � High-high-high level alarm is available integrated with tank safe filling height � One level indication radar type � One high-high level alarm � One high level alarm � One low low level alarm � One low level alarm � All tanks are provided with multi point temperature element. This is integrated with radar type
level transmitter � Tank Farm Management system: These shall comprise of automation of receipt of products � Valve Automation system: All the Tank Body Valves and exchange pit valves shall be automated
including remote operation with necessary safety interlocks. Further, the tank body Valves shall be fitted with Remote Operated Shut Off Valves (ROSOV) to be closed by a safety PLC in case of emergency. The same shall be in line with international requirements.
� Radar gauges on all tanks: The gauges shall function in remote for the tank inventory and tank shut down procedures
� Tank Lorry Filling System: The entire process of filling of the Tank Lorries shall be automated along with necessary safety interlocks.
� Access Control System: The system shall permit only authorized personnel to carry out the operations within the Terminal. The access shall be both role and application based system.
� Control Room with equipment: The control room shall monitor and log all events pertaining to the operation of the Terminal on real time basis.
� Care need to be taken for tanks receiving product from ship/ cross country pipeline at high flow rates for surge pressures due to sudden closures of valves and accordingly where ever required , suitably designed Surge relief system /pump tripping to be provided.
Communication System
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Telecommunication system (interfaced with the public address system) along with Plant Communication System (PCS) is envisaged for the terminal.
2.7.3 Detailed Operation philosophy
1. Receipt of Material Tank truck unloading (Receipt of Material)
Checks on Every Tank Truck entering the Terminal (common unloading/loading)
� Upkeep of Safety fittings in good condition. � Driver and Cleaner with
� Valid photo passes � Driving License with RTO endorsement for Hazardous Goods Transportation � Uniform, Safety Shoes and Helmet worn securely with chin strap.
� Having its TT Cabin and Tool Box free of any flammable material or any container. � Having valid document (Invoice) for unloading. � Having CCOE approved Spark arrester, 2 Nos. Fire Extinguishers (two 10 Kgs. DCP type & one 01
Kg CO2 or DCP type Fire Extinguisher), 300 Amps Battery cut off switch and Hand brake in working condition.
� Having electrically continuous decantation rubber hose with male and female cam lock couplings and TT number painted on the hose.
� Having service tank in locked or sealed condition � With Compartments & Delivery Manifold Box in locked condition under 2-Lock TT Security
Locking System � Not having Common Delivery Manifold.
Placement of Tank Truck for Unloading
� Tank truck must follow the designated path within Terminal at a speed not more than 5 KMPH. � Open TT security locks at Locking shed. � Tank Truck Driver must be on the driver seat all the time while TT is in queue. � Park the Tank truck at the designated bay. Switch off the engine. Check that the TT is in level. � Check for any abnormal variation in tyre pressure. Check that Hand Brake is applied and Battery
Cut off Switch is switched OFF. Vehicle tracking system (VTS) to be cut-off. � Rubber chokes be placed on front and rear wheels. � 10Kg DCP Fire Extinguisher shall be kept in the marked place. � TT tank body to be properly earthed through earthing cleat. � Open the Manhole Cover of the chamber gently. It should not be thrown as it can generate spark. � Check that Bonding of Unloading Hose with Tank of the Tank Truck is connected. � Check the TT security locks and tally lock number on the invoice. � Open the delivery valves manifold box. � Draw samples from delivery valve of each compartment, check for presence of water and color
visually for grade identification as per delivery invoice, sample densities of each compartment do not vary beyond +or- 3.0 Kg/m3 as compared to dispatch density and record to be maintained.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Open Master Valves and check dip levels of product in each compartment and compare with delivery document and calibration chart of the TT. Also record temperature of the product.
� Check for presence of water in the compartments with the help of water finding paste applied on dip stick.
� Connect decanting hose with bottom discharge valve of first compartment. Check that decanting hose is electrically continuous rubber hose with male-female cam lock couplings.
� Place Fire Extinguisher at designated place before start of decantation.
Product (Ethanol) Tank Truck Unloading
� Nominate the Tank for receiving the product thru’ TT Un-loading at TLF. � Nominate the Pump for pumping product from Pump house to the nominated Tank. � Check that communication system (VHF sets/PA Paging) to be used by the Operating personnel is
functional. � Check line up of the nominated tanks & pumps/pump sequence for TLD Operation, by opening
valves which are numbered for Operating sequence. � Check all valves connecting to the nominated Tank, to be closed & locked with chain & Pad lock. � Ensure that both Body Valve & the Line Valve of the receipt line of nominated Tank are closed. � Open the Line & Body Valve for receipt � Open the Gate Valve at the Pump house Header line. � Open the main Pump House Header valve connecting the nominated Tank & Pump house if Tank
is taken for receipt. � Open the bottom discharge valve of TT to decant the tank truck compartments one after the
other. � Start the Pump, when The Pump comes to its rated RPM, Slowly Open the running Pump’s
Discharge Gate valve bring the discharge pressure of the Pump corresponding to its Rated head. � Coordinate with P/H operator for start/stop of pump during decantation. � Driver and Cleaner should be at unloading platform near valves to handle any emergency. � On completion of decantation, check the compartments’ emptiness by physical check. � After completion of unloading, close Master valve, remove unloading hose, close top fittings and
dome covers. � Remove earthing and Bonding connections. � Lock-back the TT with designated Security locks. � Check for any dripping or leakages in the Tank Farm, Pump-House and TLF through any valve or
pipeline joint or equipment.
2. Inter Tank Transfer � Delhi Terminal has provisions for Inter Tank transfer of MS, SKO, HSD and Ethanol from one tank
to another (Both tanks to be of same product). � Product from the outlet of the delivering tank is transferred to recipient tank through the
respective product pump. � Where the level of product in delivering Tank is more than the level of product in the receiving
tank, inter tank transfer can be effectuated by gravity also. � For Delivering Tank line up till pump house, the valve sequence to be followed is similar to the
sequence followed for Tank line up for TLF loading till Pump house.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� For Receiving Tank line-up from pump house to the receiving tank, the valve sequence to be followed is similar to the sequence followed for Tank lorry decantation line up from Pump house to receiving Tank.
Pipeline Transfer Operations
� Gauging procedure shall be completed and line for the transfer shall be made through. � Elimination air / vapour trapped in the receipt line shall be carried out and it should be ensured
that air pockets are removed the pipeline is full. � Physical inspection shall be carried out up to the exchange manifold for any leakage/damage etc � Line up shall be started from the exchange pit end. � Seal the pressure relief lines of receipt nozzles of product tanks connected to the same common
receipt header. � After ensuring that there are no leaks, pumping shall be commenced � Pumping shall be commenced initially at low flow rate and only after stabilizing of flow, the flow
rate may be increased. � Product shall not be pumped beyond safe filling height of the tank. � After completion of the receipt, pumps must be stopped. � In case of Emergency Shutdown, care shall be taken so that back pressure is not developed in the
pipelines and pump head. � Pipe Line transfer (PLT) shall not be taken simultaneously in more than one tank � In case product is required to be taken into more than one tank, tank should be switched over
after completion of operation in first tank, close all valves to the first tank, make line through for the second tank as per procedure.
� Piping: shall be designed for handling of Hydrocarbon liquid as per “ASME B 31.3: Process Piping” or ASME B 31.4 (for cross country pipelines only entering the Terminal) or equivalent as applicable.
� Buried piping shall be protected against physical damage and corrosion with suitable protective coating.
� The pipe lines should be provided with low points drains and high point vents to facilitate emptying / hydro-testing etc.
3. Ethanol Blending at TLF � Nominate the ETHANOL Tank for MS- Ethanol blending at TLF. � Nominate the ETHANOL Pump for pumping ETHANOL to TLF through the nominated ETHANOL
Tank � Carry out gauging of the tanks and upload the gauges in SAP. � Check line up of the nominated tanks & pumps or pump sequence for TLF Operation, by opening
valves � Check all valves of Tank Receipt Line connecting to the nominated Tank, to be closed & locked
with chain & Pad lock. � Open one of the Gate Valve for delivery through Pump from ethanol Tank. � Start the Pump & check that the rated head pressure is developed by the Pump. � Check for any dripping or leakages in the Tank Farm, Pump-House and TLF through any valve or
pipeline joint or equipment. � Open Ball Valve for MS loading at TLF
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Check whether the Ethanol blending is being done at required flow rate. � Check for any dripping or leakages in the Tank Farm, Pump-House and TLF through any valve or
pipeline joint or equipment
4. Dispatch of Material Placement of Tank Truck for Loading:
� Tank truck must follow the designated path within Terminal at a speed not more than 5 KMPH. � TT crew should take FAN SLIP and RFID card with him from security gate before entering into TLF. � Open TT security locks at Locking shed. � TT crew should show card to card reader at TLF entry gate. It will open the barrier gate. And TT
should enter the gate slowly. � Not more than one TT shall be in waiting behind any TT filling in the TLF bay, and waiting TT
should be parked behind the yellow line which is marked 3 Mtrs. away from TLF shed. � Tank Truck Driver must be on the driver seat all the time while TT is in queue. � Park the Tank truck at the designated bay. Switch off the engine. Check that the TT is in level. � Check for any abnormal variation in tyre pressure. Check that Hand Brake is applied and Battery
Cut off Switch is switched OFF. � Rubber chokes be placed on front and rear wheels. � 10Kg DCP Fire Extinguisher shall be kept at the marked place. � TT tank body to be properly earthed through earthing cleat. � Open the Manhole Cover of the chamber gently. It should not be thrown as it can generate spark. � TT driver should show the card to batch controller and acknowledge. � TT Crew should wear safety harness before starting the loading at TLF Gantry. .
TT Loading for Product (MS and HSD):
� Nominate the Product Tank for TT Loading at TLF � Nominate the product Pump for pumping to TLF through the nominated Tank. � Carry out gauging of the tanks and upload the gauges in SAP. � Check line up of the nominated tanks & pumps or pump sequence for TLF Operation, by opening
valves. � Check all valves of Receipt Line connecting to the nominated Tank, to be closed & locked with
chain & Pad lock. � Open the Line of the nominated Tank. � Open the Body of the nominated Tank. � Come to TLF Pump House & Open the main Pump House Header valve connecting the nominated
Tank. � Open the concerned HOV connected to the discharge of pump for product loading. � Open TLF Header HOV for product loading through Tank. � Open corresponding Valve at Bay for product transfer. � Check for any dripping or leakages in the Tank Farm, Pump-House and TLF through any valve or
pipeline joint or equipment.
Tank Lorry Filling (TLF) Operation:
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Check that Bottom Valve at the delivery manifold of Tank Truck (TT) are in closed condition. Open Quick Shut Off Valve or Master Valve of each chamber.
� TT to be checked for its emptiness and last product filled before lowering the Loading Arm. � Check that Bonding of Loading Arm is connected with TT tank body before lowering the Loading
Arm till loading is complete. � Loading Arm to be lowered in the compartment as per loading Sequence � Coordinate with Pump-House operator for start of product pump. � Driver should be at loading platform near valves to handle any emergency and cleaner should be
at TT top for filling with safety harness belt worn. � Start filling at lower flow rate and increase once the lower end of the fill pipe and dip pipe are
submerged in product. � Fill each compartment to the correct dip or quantity with discharge pipeline full. & dips shall be
checked. � TLF Officer to check safety fittings in TTs at random for 2% of total number of TTs filled in the shift
as per standard check list and keep record of such manual checks in TLF log book. � After completion of loading, check the sample of each compartment for presence of water and
color visually for grade identification and record to be maintained. Corrective action to be taken wherever required.
� Close Master valve, remove loading arm, close top fittings and dome covers. � Remove earthing and Bonding connections. � Lock the TT with designated Security locks of the consignee under supervision. � For loading branded fuels, additive to be dosed through on line dosing system while loading the
base product. � Close all the valves which are numbered in the reverse sequence that was used for start of
Operation and put back pad locks on tank delivery valves, with log records maintained. � On completion of loading at the close of the day, complete all QC documentation in all respect,
tally the loading quantity vis-à-vis withdrawn quantity from tanks, stock-loss calculated and record maintained.
SOP’s for all above mentioned activities is provided at the Deport which also included critical conditions.
2.7.4 Raw Material/ Engineering items Details Various engineering and instrumentation items will be stored at site. This includes Equipment’s like Mechanical, Standby, Firefighting, rescue, Emergency, Communication, Electrical, Personnel Protective, Traffic Control etc.
2.7.5 Details of Air Pollution and APCM The emission of pollutants into air from the project will be through DG set and Fire water Engine pump stacks operated only during emergency. To control the emission of pollutants from these source stacks are installed with appropriate height and diameter.
The stack details are shown in Table 2-13.
Table 2-13: Stack details
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
D.G set and Fire water Engine pump number will remain same for proposed expansion
2.7.6 Water Consumption, Waste Water Generation & Disposal Details
Details of Water Consumption Water will be sourced through tankers. As the terminal is providing only storage and handling services, there is no water requirement for processing or operation, water is required only for gardening and domestic purpose. Terminal’s existing water requirement is 20 KLD. After addition of new tank, domestic water consumption will not be increase. So after proposed expansion water consumption will be remain same. Details of the same are given in Table 2-14.
Table 2-14: Water Consumption Details
S. No.
Description Water Consumption in KLD
Existing Additional Total after Expansion
1 Processing 0 0 0
2 Gardening 10 0 10
3 Domestic 10 0 10
Total 20 0 20
Details of Waste Water Generation and its Disposal Peak water consumption for the terminal is 20 KLD & wastewater 5 KLD. There will be no generation of industrial effluent. Domestic wastewater will be disposed off in soak pit through septic tank. Break up of wastewater generation along with disposal mode is given in Table 2-15.
Table 2-15: Waste Water Generation and Disposal
S. No. Description Wastewater Generation in KLD
Disposal Mode Existing Additional Total
1 Industrial Operation 0 0 0 -
2 Gardening 0 0 0 -
3 Domestic 5 0 5 Disposed off into Soak pit
Total 5 0 5
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Mechanized Oil Water Separator (MOWS) Tank Farms’ drain system, Pump House sumps & Siding sumps are connected to Oil Water Separator sumps through underground drain system.
Dyke wall valve is provided at the outlet of Tank farm drain system at each of the tank farm. These dyke wall valves/ pump house sump valves are always kept locked in closed position and indication for same is provided at Control room & SDM cabin.
1. Operating procedure - Electrical
Switch on procedure
� Ensure the Oil water pit filled with oily water liquid. � Ensure proper Earth connection provided in control panel and motors � Switch ON the Main incoming MPCB. � Check the voltage by using multimeter 415V±10V, 50HZ, AC Supply. And Switch ON the Control
MCB. � Switch ON the MPCB for all motors. � Operating the Oil skimmer. � Operating the Feed pump � Switch ON the Purimeter MCB to display the output PPM. � Operating the Oil Transfer pump � In filters, oil removal can be done through solenoid coil. Whether it can be operate
AUTO/MANUAL mode. � Slurry pump Operates only Manual mode. For removing slurry from the tank switch ON the slurry
pump ON/OFF switch.
Switch OFF procedure:
� Once the Oil skimmer treatment is over then changes their AUTO mode position to Manual mode then set OFF position in Manual ON/OFF switch.
� In Feed pump operation if you operate P1 or P2 means once that operation is over then changes their AUTO mode position to Manual mode then set OFF position in Manual ON/OFF switch.
� Similarly in Oil transfer pump operation if you operate P1or P2 means once that operation is over then changes their AUTO mode position to Manual mode then set OFF position in Manual ON/OFF switch.
� Wherever there is an instrument not to be operating means then corresponding instrument main Switch should be in OFF position.
� If you OFF the whole system then switch OFF the main MPCB or temporary OFF means press Emergency push button.
� Once the treatment is completed switch off the Purimeter.
2. Oil water separation process valve position.
� The Filter feed pumps transfer the Oily water from OWS tank’s third chamber to Filters. The feed pumps provided two nos. of Working and standby pumps and the same pumps also used for drain out the OWS tank’s liquid for any maintenance operation in CPI packs.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� The Feed pump suction line having Two Suction line, One from OWS Second chamber and another one is OWS third chamber.
� The third chamber liquid is transfer to OWS filter for regular oil water separation process. � During maintenance of OWS tank, OWS Second chamber’s liquid can be discharge by any of one
feed pump. The designated butterfly valves should be opened and closed as per procedure.
3. Oil water separation process filters pipe line valves position.
� OWS Filters operation. � Purimeter sample inlet gate valve shall be open during oil water separation process.
4. OWS filters Backwash operation pipe line valves position.
� OWS Filters backwash operation. � the fire hydrant line inlet enters pressure reducing valve and the enters multimedia and coalescer
filter and discharge the backwash outlet water through designated butterfly valve.
5. Filters Bypass process pipe line valves position.
� The OWS Liquid can be discharge without filtration process through bypass line.
6. Oil drain system pipe line valves position.
� The accumulated oils from multimedia and coalescer filter can be drain out by oil drain system. � Once the oil layer increased in oil dome in the fitters the sensor shut off the pump and opened
the filters solenoid valves and oil can be drain through butterfly valve. � The accumulated oil can be drain out by manually through designated butterfly valves.
Schematic Diagram of Oil Waters separator is provided in Figure 2-2.
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Fi
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: Oil
Wat
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.7.7 Solid and Hazardous Waste Identification, Quantification, Storage and Disposal
The solid/ hazardous waste generated includes Used oil, Tank cleaning sludge and Diesel filters. Management of said wastes will be carried out as per HW (Management, Handling and Trans boundary Movement) Third Amendment Rules, 2016 of Environment Protection Act, 1986. Details of the solid and hazardous waste disposal system are mentioned in Table 2-16.
Table 2-16: Solid and Hazardous Waste Generation and Disposal
S. No.
Hazardous Waste
Hazardous Waste Category
Quantity (per MT/Annum) Management
Existing Proposed Total
1 Used Oil 5.1 0.52 0.00 0.52 Is being given to authorized
vendor 2 Tank cleaning
sludge 3.3 6 0 6
Non-Hazardous solid waste
Other municipal solid waste generated would include kitchen waste, cardboards, papers, plastics and garden waste. Cardboard, papers and plastic wastes will be handed over to scrap dealers and kitchen & garden waste would be sent to the nearest municipal waste collection site or will be converted to manure for greenbelt development.
2.7.8 Project Layout and Components The total site area is 1,61,874 m2 (40 acre). Existing facilities and additional facilities will be installed within this area only. The site layout plan explaining the salient project features with an index giving area break up is attached as Table 2-17. The existing terminal has been shown in Photograph 2-1.
Table 2-17: Area Breakup of the Site S.
No. Description
Existing Area (m2)
Proposed Area (m2)
Total Area (m2) (after expansion)
Percentage (%)
1 Storage tank farm area 15580 4557 20137 12.44
2 Administrative Building & other building blocks
2023 - 2023 1.25
3 Utility Area 129 - 129 0.08
4 Area for Road &
Parking 10327 10327 6.38
5 Fire Water Storage Area 3035 - 3035 1.87
6 Loading Unloading
Area 15489 - 15489 9.57
7 TT Parking area 21819 - 21819 13.48
8 Miscellaneous, open
space & Greenbelt area 93472 - 88915 54.93
Total 161874 100
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Map
2-4
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Pla
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Pro
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S
Gre
enbe
lt/ G
arde
n ar
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Roa
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.7.9 Dyke Wall Facilities Dyke wall facilities for existing project is provided in Table 2-18
Table 2-18: Dyke Wall Facilities
S. No. Material DYKE
Length Width Area Height
1 HSD 35 35 1225 1.2
2 MS 63 68 4283 1.2
3 SKO 32 68 2175 1.2
4 ETHANOL 62.73 68 4264 1.2
2.7.10 Loading and Unloading area (Bay) Loading and dispatch is done with help of existing 24 bay TLF.
2.7.11 Assessment of New and Untested Technology No recommendation of assessment of new and untested technology was given during appraisal stage; hence it is not carried out.
World-wide tested technology for the Isolated Storage terminal shall be used.
2.8 CONDENSED DESCRIPTION OF ASPECTS The condensed description of those aspects of the project likely to cause environmental effects is given in Table 2-19
Table 2-19: Condensed Description of Aspects of the Project likely to Cause Environmental Effects S. No. Project Activity Identified Aspect
1 Project Pre- Construction/ Construction
1.1 Site clearance � Removal of Top Soil
1.2 Excavation and paving of site � Generation of top soil / debris � Dust generation � Fall in pit, land sliding from sidewalls
1.3
Fabrication work for erecting major plant equipment including operation
of equipment like crane, concrete mixtures, vibrators etc. And
Preventive maintenance work
� Generation of scraps � Noise generation � Breaking of pulley, chains of cranes during lifting
of equipment
2 Commissioning/ Project Operation
2.1
� Receipt of Material through pipeline
� Receipt of Ethanol through tanker i.e. unloading of tanker
� Deterioration of internal and external pipeline due to corrosion leading to leakages
� Uncontrolled leakage due to valve failure
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2.9.1 Assessment of New and Untested Technology No recommendation of assessment of new and untested technology was given during appraisal stage; hence it is not carried out.
World-wide tested technology for the Isolated Storage Terminal shall be used.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3 DESCRIPTION OF THE ENVIRONMENT The baseline data of existing environmental conditions are very essential for Environmental Impact Assessment due to any proposed activities. The purpose of the study is to provide the information basis for monitoring and assessing an activity. The baseline environmental quality is assessed through field studies within the impact zone for various components of the environment viz. air, noise, water, soil, biological and socio-economic.
3.1 STUDY AREA The study area has been considered within 10 Km radius of the project site. Study area map of the proposed project is shown in the Map 3-1.
3.2 PERIOD Monitoring survey of the study area has been carried out in summer season from March 2017 to May 2017.
3.3 COMPONENTS The Valued Environmental Components (VECs) to be included in study area are provided in Figure 3-1 and each component is detailed out in subsequent sections.
Figure 3-1: Valued Environmental Components
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Map
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Map
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3.4 METHODOLOGY The methodology for conducting the baseline environmental survey will be based on primary and secondary data collection. This will include:
� Primary data collection o Site Visit o Ground truthing o Interpretation of data including statistical analysis to arrive at meaningful information o Use of software o Sampling o Field studies/Survey
� Secondary data collection o Collation, synthesis & interpretation of secondary data o Collecting relevant secondary data from reliable sources o Validation of important secondary data by cross verification at the site
3.4.1 Frequency of Sampling Details of frequency of environmental sampling considered for the study are illustrated in Table 3-1.
Surface Water None Available Samples were not collected since all water bodies
were dried up
3.4.2 Method of Environmental Sampling and Analysis The methods adopted for environmental sampling and analysis are illustrated in following Table 3-2.
Table 3-2: Method of Environmental Sampling and Analysis
Attributes Methods
Sampling/Preservation Analysis/Data analysis
A. Air
Micro-meteorological Data
Data collected on hourly basis using weather station as per CPCB
Guideline. NA
Ambient air quality As per IS: 5182, CPCB & AWMA. As per IS:5182,CPCB & AWMA
B. Noise
Noise Instrument : Sound level meter Survey carried out as per CPCB
guideline. C. Soil
Soil Quality IS 2720, Soil Testing in India
(Department of Agriculture & Cooperation).
IS 2720, Laboratory developed Method as per NABL requirement
and Book - Soil Testing in India (Department of Agriculture &
Cooperation). D. Water
Ground Water Standard Methods for Examination of Water and Wastewater, 22nd edition,
APHA 2012.
IS 3025 and Standard Methods for Examination of Water and
Wastewater, 22nd edition, APHA 2012.
3.5 ESTABLISHMENT OF BASELINE FOR VALUED ENVIRONMENTAL COMPONENTS, AS IDENTIFIED IN THE SCOPE
Baseline environmental Monitoring photographs are attached as Photograph 3-1
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Long Term Meteorology The climate of the study area is based on information from the most recent published long-term climatological tables (1991 – 2010) by Indian Meteorological Department (IMD), for the nearest observatory, at New Delhi (Palam) (Station ID: (42181)D.O.(I))
IMD Station situated at the Indira Gandhi International Airport, New Delhi since 1952, area around is plain; exposure good. A copy of the long-term climatological data is enclosed Annexure 6, Pg. 280.
Temperature The highest monthly temperature (mean) & daily maximum temperature (mean) recorded are 45°C (in the month of May)) & 40.3°C (in the month of May) respectively.
January is generally the coldest month, with daily minimum (mean) temperature of 3.6°C.
During post-monsoon season, i.e. Oct-Dec, mean dry bulb temperatures remain between 11.0°C – 30.4°C.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Humidity Most humid conditions are found in the monsoons, followed by summer, post-monsoons, and winter in that order. Mornings are more humid than evenings; highest relative humidity is recorded as 86% in January mornings followed by 80% in December mornings.
During post monsoon season, 68% the highest humidity is in the morning of November month while 65% the lowest humidity is in the evening of October.
Rainfall The total rainfall in year is observed to be 674.5 mm. Distribution of rainfall by season is 45.3 mm in winter (December, January, February), 60 mm in summer (March, April, May), 550.5 mm in monsoons (June, July, August, September) and 18.8 mm in post-monsoon (October - November).
Cloud Cover The area remains cloudy between June - September, which is the active period of the monsoon season. Cloud cover is 6-7 oktas during monsoon season, while it is 0-2 oktas in post monsoon, winter and summer season.
Wind Long term wind direction data is presented in Table 3-3. Overall for the whole year, first predominant wind direction is from W Direction, second predominant wind direction is from SE and third predominant wind direction is from SW Direction.
During winter & summer season, first predominant wind direction is from SE & W direction respectively. The annual mean wind speed is 4.7 Kmph i.e. 1.3 m/s. The highest wind speed 6.2 Kmph (i.e. 1.7 m/s) is in the month of June. Long term wind direction data is presented in Table 3-3.
Table 3-3: Predominant/Mean Wind Direction, IMD New Delhi Palam (A)
Month
Predominant Wind
First Second Third
Morning Evening Morning Evening Morning Evening January CALM NW W W SW CALM February W/ CALM NW SW W SE SE March W NW CALM W SW E April W NW SW W CALM N/NE May W NW SE W SW E June W NW SE W E E July W E SE E E SW
August W E SE W E NW September W NW E W CALM E
October CALM NW W CALM SW N November CALM CALM W W SW NW December CALM CALM W W SW NW
Average Long Term Meteorological Condition
Average meteorological condition is given in Table 3-4.
Table 3-4: Average Meteorological Condition at IMD station, New Delhi (Palam)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
January 25.8 3.6 18.4 1.4 86 53 February 29.4 5.7 20 1.7 79 44 March 36 9.3 13.2 1.4 66 34 April 44.9 22.1 9.1 1 45 23 May 45 20.4 37.7 2.6 44 26 June 44.9 22.1 82.1 4 56 40 July 40.8 23.5 174.4 8.6 75 61
August 38.3 23.2 188.7 8.3 79 66 September 38.2 21.3 105.3 4.6 74 56
October 36.7 14.9 13.7 0.9 65 41 November 32.7 8.8 5.1 0.5 68 42 December 27 4.6 6.9 0.7 80 52
Total - - 674.6 35.7 - - Average 36.6 15.0 - - 68.1 44.8
3.5.2 Micrometeorology The study of micro meteorological data helps to understand the variations in the ambient air quality status in that region. The prevailing micrometeorological condition at project site plays a crucial role in transport and dispersion of air pollutants. The persistence of the predominant wind direction and wind speed at the project site decide the direction and extent of the air pollution impact zone. The principal variables which affect the micrometeorology are horizontal transport and dispersion, convective transport and vertical mixing and topography of the area towards local influences. Micrometeorological data were collected by using the wind monitor as per CPCB guideline which was installed near project site. All the micrometeorological data were collected on hourly basis. Meteorological conditions of the study area are presented in Table 3-5.
Table 3-5: Meteorological Condition of the study area
Month Temperature (oC) Relative Humidity (%) Wind Speed (km/h)
Min. Max. Min. Max. Min. Max.
March’17 10.0 39.4 17 94 0.1 20.4
April’17 18.4 45.6 9 67 0.1 20.3
May’17 24.1 46.8 8 90 0.1 20.6
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Tem
pera
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Dur
ing
the
stud
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riod
min
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tem
pera
ture
was
reco
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10.
0°C
on 1
3th M
arch
201
7 an
d m
axim
um te
mpe
ratu
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as re
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s 46
.8°C
on
15th
May
201
7.
Tem
pera
ture
dat
a w
ere
colle
cted
on
hour
ly b
asis
dur
ing
the
stud
y pe
riod.
Var
iatio
n of
hum
idity
is p
rese
nted
gra
phic
ally
in F
igur
e 3-
2.
Figu
re 3
-2: D
ate
Wis
e Te
mpe
ratu
re V
aria
tion
12
34
56
78
910
1112
1314
1516
1718
1920
2122
2324
2526
2728
2930
311
23
45
67
89
1011
1213
1415
1617
1819
2021
2223
2425
2627
2829
301
23
45
67
89
1011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
Max
.30
2727
2627
2830
2627
2423
2223
2628
2927
2929
3133
3637
3534
3537
3839
3839
4038
4037
3438
3533
3334
3839
4143
4342
4345
4344
4341
4137
3940
3839
3938
3840
4138
4043
4444
4439
4342
4444
4643
3840
4340
3933
4041
4145
4137
3338
34
Min
.20
1715
1211
1114
1915
1512
1210
1212
1513
1517
1617
1921
2217
1919
2223
2223
2323
2225
2324
2419
2220
1820
2327
2525
2728
2830
2930
2626
2424
2627
2524
2526
2825
2528
2631
2829
2831
2929
3029
2830
2930
2626
2430
3032
2925
2426
25
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
50.0
Temperature (oC)
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Hum
idit
y
Hum
idity
affe
cts
the
natu
re a
nd c
hara
cter
istic
s of
pol
luta
nts
in th
e at
mos
pher
e as
it is
the
mea
sure
of a
mou
nt o
f moi
stur
e in
the
atm
osph
ere.
Hum
idity
hel
ps
susp
ende
d pa
rtic
ulat
e m
atte
r to
coal
esce
and
gro
w in
siz
e to
set
tle u
nder
the
gase
ous
pollu
tant
s by
pro
vidi
ng th
em a
queo
us m
ediu
m. D
urin
g th
e st
udy
perio
d m
inim
um H
umid
ity w
as re
cord
ed 8
% o
n 7th
May
201
7 an
d m
axim
um H
umid
ity w
as re
cord
ed a
s 94
% o
n 11
th M
arch
201
7. V
aria
tion
of h
umid
ity is
gra
phic
ally
pr
esen
ted
in F
igur
e 3-
3.
Figu
re 3
-3: D
ate
Wis
e H
umid
ity
Var
iati
on
12
34
56
78
910
1112
1314
1516
1718
1920
2122
2324
2526
2728
2930
311
23
45
67
89
1011
1213
1415
1617
1819
2021
2223
2425
2627
2829
301
23
45
67
89
1011
1213
1415
1617
1819
2021
2223
2425
2627
2829
3031
Max
.57
8368
8288
7277
5383
8894
8888
7788
7789
7768
8378
7364
7383
7868
7361
7361
6567
5347
6557
5037
3131
4343
4128
4434
4855
3538
5852
5845
4744
3437
4257
4439
3265
4740
4830
4155
5843
5540
3835
4849
5140
7065
7449
4046
5583
8979
90
Min
.31
3720
2320
2019
3439
4931
2923
2120
2334
2030
2120
1919
2423
1921
2218
1817
1515
1317
3412
1110
911
1010
99
913
1410
1012
2525
1319
1413
1715
1821
1010
1314
1211
815
1226
1920
1412
1118
2220
2021
2643
2124
1914
3335
4433
47
0102030405060708090100
Humidity (%)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Hourly wind speed data were collected for the period 1st March 2017 to 31st May 2017 with the help of wind monitor. The rate of dispersion, diffusion and transportation of pollutants in the atmosphere mainly depend on wind speed and its direction. Wind direction and velocity data have been collected during the study period. Dominant wind direction in the study period was from West to East during the study period. Wind blow was also observed more or less in the direction NW to SE. Wind speed was observed from 0.1 to 20.4 km/hr in the month of March, from 0.1 to 20.3 km/hr in the month of April and from 0.1 to 20.6 km/hr in the Month of May 2017. Month wise average wind speed data are tabulated in Table 3-5.
Wind Rose
Wind rose diagram is a graphical representation of the magnitude and direction of wind speed considering all the directions. Wind rose diagram has been prepared by using hourly wind velocity and dominant wind direction data and is represented in Figure 3-4.
3.5.3 Interpretation of Micrometeorological Data Wind rose represents the wind patterns in the nearby area of project site. The first predominant wind direction is from West to East. Whereas, second predominant wind direction is from NW to SE and third predominant wind direction is from East to West. The calm conditions are 13.13% during the study period. The average wind speed was recorded 2.72 m/s.
On the basis of other data like temperature, humidity and wind velocity and comparison with past data from secondary sources, it is also interpreted that there is no considerable variation in micro-meteorological condition of the study area. Based on micrometeorological data, it is interpreted that chances of maximum dispersion of pollutants will be in East, SE and West direction due to the proposed project and other directions will also be impacted.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3.5.4 Land Use The objective of assessing the land use details of the area is to know the existing land use pattern of the area and enable one to know about the land that can be used for the proposed development activities in the study area. It also enables to envisage the scenario emerging due to the increase in demand for land with increase in population and the impacts arising due to the interface with the various project activities.
Data Collection and Quality Assurance
Satellite Data The Indian Remote Sensing satellite data RESOURCESAT-2, LISS III is being used for the analysis of Land Use and Land Cover around 10 KM of the study area.
Topographical maps of the Study Area The Survey of India OSM Sheet no. H43X1, H43X23, H43W13 and H43W14 on 1:50,000 scale covering study area are used for the preparation of Base Map (Key Plan) and Drainage Map of the study area. These maps were prepared to study the topography and site surrounding of project site.
Methodology The land use / land cover map is prepared by adopting the interpretation techniques of the image in conjunction with collateral data such as Survey of India topographical maps and census records. Image classification has been done by using visual interpretation techniques and digital classification using ERDAS image processing 10.0 software and ARC/GIS 10.0 software. The various activities for preparation of LULC include preprocessing, rectification, enhancements and classifying the satellite data for assessing the change in land use land cover due to proposed developmental activities.
The imagery is interpreted and ground checked for corrections. The final map is prepared after field check. The different land use/land cover categories in the study area has been carried out based on the NRSC land use / land cover classification system. Flowchart showing the methodology adopted for land use/land cover mapping is provided as Figure 3-5.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Figure 3-5: Flowchart Showing the Methodology Adopted for Land Use/Land Cover Mapping
Land Use / Land Cover Study: The land use land cover study has been done through digital image processing and visual interpretation technique to generate output of Land use / Land cover map of study area on 1:50,000 scale. Also, a 10 Km radius False Color Composite satellite map surrounding the project site is provided as Map 3-2 and the LULC map around the 10 Km radius of proposed project is provided as Map 3-3.
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Map
3-2
: Fal
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Com
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atel
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Map
of
10 K
m R
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Table 3-6: Land Use/Land Cover Area Statistics Land Use Land Cover Area Sq. Km Area (%age) Area Sq. Km Area (%age)
Water body Drain 2.95 0.89
4.05 1.23 Pond 1.11 0.33
Rangeland Scrub Land 22.36 6.76
41.64 12.6 Grass Land 19.29 5.84
Agriculture Crop Land 116.82 35.35
186.52 56.44 Fallow Land 69.71 21.09
Settlement Settlement 98.28 29.74 98.28 29.74
Total 330.5 100 330.5 100 The study area comprises of agricultural land of about 186.52 sq. km (56.44%) including crop land (35.35%) and fallow land (21.09%). Settlements in the study area cover an area of 98.28 sq. km (29.74%) approximately. The study area has Range land of 41.64 sq. km (12.60%) including scrub land of 22.36 sq. km. (6.76%) distributed in & around study area and grass land of 19.29 sq. km (5.84%). Study area has 4.05 sq. km. (1.23%) of water bodies. The land cover pattern and the respective coverage are given in Table 3-6. A Pie diagram of Land Use/ Land Cover distribution is shown in Figure 3-6 and Map showing Land Use/ Land Cover distribution is shown in Map 3-3
Figure 3-6: Pie Diagram of Land Use/ Land Cover Distribution in the Study Area
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3.5.5 Ambient Air Quality Air is the Earth’s atmosphere having the gases in which living organisms live and breathe but air is being deteriorated day by day due to the anthropogenic and natural sources. In present scenario Industrialization, Energy production and the burning of fossil fuels has polluted the air environment. Ambient air quality monitoring was carried out for the assessment of the existing status of background air quality in the study area. This will be useful for assessing the conformity of the ambient air quality to the standards, even after commencement of the proposed project.
3.5.6 Selection of Sampling Locations Following points were considered during the selection of Ambient Air Quality Monitoring locations.
� Predominant Wind Direction � Topography/terrain of the study area � Regional synoptic scale climatologically norms � Densely populated areas within the region � Location of surrounding Industries � Representation of regional background � Facility for Ambient Air Monitoring. � Representation of valid cross – sectional distribution in downwind direction � Avoidance of proximity of roads, construction activity or any other perturbing activity which may
be temporary in nature, or which may lead to some erroneous conclusions. � Availability of manpower, electricity, approach, sturdy structure and protection of samplers.
To establish the baseline status around the project site of the study region, monitoring was conducted at 8 locations during study period. At the time of location selection, summary of meteorological data of 30 years for nearest station are considered as per data given in climatological table1991-2010 by IMD, Pune. Annual wind pattern in the study area was considered for the selection of minimum one location in East downwind direction and one in West upwind direction.
Monitoring locations for Air monitoring is provided in Table 3-7.
Table 3-7: Air Monitoring Locations in the Study Region Code Location Distance/ Direction Latitude and Longitude Selection Criteria
A1 Project site -- 28°41'19.54"N 76°59'9.81"E
-
A2 Baba Haridas Nagar 1.9 km/W 28°41'24.66"N 76°57'52.08"E
Upwind
A3 Mundka Village 4.2 km/E 20°40'59.44"N 77°1'57.68"E
Code Location Distance/ Direction Latitude and Longitude Selection Criteria 77°2'55.71"E
A8 Dichaon Kalan 5.1 km/S 28°38'26.26"N 76°58'58.73"E
Crosswind
Map 3-4: Ambient Air Monitoring Locations Map
3.5.7 Frequency and Parameters for Sampling Sampling team was appointed with one FAE and Technical Assistant to carry out Ambient Air Quality Monitoring for 8 numbers of locations within 10 km radius from the project site. Sampling and analysis was carried out as per CPCB, IS 5182 and EPA and instrument operation manual for the parameters PM2.5, PM10, SO2, NOx , CO and HC. Samples were brought to the laboratory in Ice box and filter box for analysis. Frequency of sampling was twice a week during study period.
3.5.8 Analysis Method Samples were collected by using the PM10 and PM2.5 micron dust samplers at suitable height from obstruction free area as per the availability of the facility. Sampling and Analysis was carried out as per CPCB Guideline, instrument operational manual and National Environmental Engineering Research Institute. Detail of reference method is presented in Table 3-8.
Table 3-8: Details of Analysis Method
S. No. Pollutant Test Method
1 Particular matter (PM2.5 ) Guidelines for the Measurement of Ambient Air Pollutants
Volume-I by CPCB (Gravimetric)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2 Particular matter (PM10) IS 5182 Part 23, 2006 3 Sulphur Dioxide (SO2) IS 5182 Part 2, 2001 4 Oxide of Nitrogen (NOx) IS 5182 Part 6, 2006
5 Carbon monoxide (CO) Methods of Air Sampling and Analysis Third Edition
By James P. Lodge, Jr., Editor, Intersociety Committee AWMA. 6 HC as methane Methods of Air Sampling & Analysis AWMA, EPA (GC)
3.5.9 Quality of Ambient Air Minimum, maximum and percentile values for the parameters PM2.5, PM10, SO2, NOX, CO and HC are tabulated in Table 3-9 to Table 3-11. The raw ambient air quality data at all sampling locations are given in Annexure 4.
Table 3-9: Minimum, Maximum and Percentile Value of PM10 and PM2.5
Table 3-11: Minimum, Maximum and Percentile Value of CO & HC
Code Sampling Location
CO (μg/m3) HC (μg/m3)
Min. 98th
Percentile Max. Avg. Min.
98th Percentile
Max. Avg.
A1 Project site 612 800 804 699 128 150 150 140
A2 Baba Haridas
Nagar 442 651 654 573 118 141 142 129
A3 Mundka Village
554 767 772 662 129 148 148 140
A4 Nizampur 332 531 542 407 102 126 126 115
A5 Hiran Kudna 588 762 766 664 114 142 143 129
A6 Shidipur
Lowa 386 625 634 482 96 131 132 116
A7 Sector 39 622 723 724 682 98 125 126 113
A8 Dichaon
Kalan 484 680 686 573 107 124 124 115
NAAQ Standard, 2009 for Industrial,
Residential, Rural & Other Area
2000 μg/m3 (8 Hours Basis) -
3.5.10 Summary on Ambient Air Quality Ambient air quality results were compared with the NAAQ Standard, 2009 attached as Annexure 5, Pg. 278, and following observations are made:
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� During the study PM2.5 was observed in the range of 80.1 – 111.6 μg/m3. Maximum concentration of PM2.5 was found at Project Site.
� PM10 was observed in the range of 157.6 – 216.1 μg/m3. Maximum concentration of PM10 was found at Project Site.
� SO2 concentration was observed in the range of 9.1 -17.4 μg/m3, which is well within the standard limit.
� NOx concentration in was observed in the range of 21.7- 33.8 μg/m3, which is well within the standard limit.
� Monitoring and analysis was also carried out for CO and HC as methane. Result for the CO and HC as methane was found well within the norms.
3.5.11 Interpretation of Ambient Air Quality data Based on comparison study of results for tested parameters with NAAQS, it is interpreted that ambient air quality of studied locations is not good with respect to PM10 and PM2.5. All the results of gaseous parameters are well within the limit. Considering the results of PM10 and PM2.5, it is suggested that proper air pollution control measures must be adopted by the industry.
3.5.12 Noise Environment Various noise scales have been introduced to describe in a single number the response of an average human being to a complex sound made up of various frequencies at different loudness levels. The most common and widely accepted is the weighted decibel dB (A) scale. The objective of the baseline noise survey was to identify existing noise sources and to measure background noise levels at the sensitive receptors within the study area. People’s perception of noise varies depending on number of factors including their natural sensitivity and hearing ability, past experience of sound, cultural factors and the time of day at which sound is experienced. Continuous sound is perceived quite differently from intermittent sound at the same level. High or continuous noise levels may cause permanent loss of hearing ranging from reduced perception at certain frequencies to total deafness. At comparatively higher levels noise may have psychological effects including disturbance of sleep, annoyance and irritation.
Sources of Noise Pollution
The sources of noise pollution in the study area are industrial noise, noise due to commercial activities, noise generated by community, vehicular traffic, etc.
Noise level in the Study Area
The noise level was monitored at different villages in study area and transportation area. Details of locations are given in Table 3-12 and Map 3-5. Photograph showing Noise monitoring are shown in Photograph 3-1. Results are tabulated in Table 3-13 & Table 3-14.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Note: Day time –6:00 AM to 10:00 PM, Night time – 10:00 PM to 6:00 AM
Noise standards have been designated for different types of land use i.e. residential, commercial, industrial areas and silence zones, as per ‘The Noise Pollution (Regulation and Control) Rules, 2000, Notified by Ministry of Environment Forest and Climate Change New Delhi, February 14, 2000. Different standards have been stipulated for day (6 AM to 10 PM) and night (10 PM to 6 AM).
The noise level study shows that the noise levels are meeting the acceptable norms.
Summary on Noise Data
� Equivalent noise level varies from 63.5 to 67.8 dB (A) at Project Site and it is 53.0 to 53.4 dB (A) in residential area during day time.
� Equivalent noise level varies from 56.2 to 64.7 dB (A) at Project Site and it is 42.3 to 42.8 dB(A) in residential area during night time.
� Noise level monitoring was carried out 1 meter away from National Highway- 10 and equivalent noise level was recorded 78.6 dB(A) during day time and 73.8 dB (A) during night time.
Interpretation of Noise Data
Maximum noise level was recorded 78.6 dB during day time at near road (N8) while maximum noise level was recorded 73.8 dB during night time at near road (N8). At other locations noice level is well
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
within the limit for Industrial zone Equivalent noise level taken from all the villages also meet with the norms for residential area as per the Noise criteria given by the MoEF & CC, 2009.
3.5.13 Vibrations Vibration is a mechanical phenomenon whereby oscillations occur about an equilibrium point. The oscillations may be periodic such as the motion of a pendulum or random such as the movement of a tire on a gravel road.
Major sources of vibration are blasting due to mining activities, vibration caused by motions of engines, electric motors, or any mechanical device in operation theses are typically unwanted. Such vibrations can be caused by imbalances in the rotating parts, uneven friction, the meshing of gear teeth, etc. such vibrations can be reduced by proper designing.
In the study area there are no major sources of vibrations.
3.5.14 Traffic Survey Project site is connected with National Highway No. 10. Proposed project will attract to commercial vehicles as a result traffic load will also increase on highways. Traffic load play a major role in polluting the air. To assess the traffic load, 4 no. of surveyors were appointed to survey for National Highway No. 10.
Traffic data collected continuously for 24 hours by visual observation and counting of vehicles under three categories, viz., heavy motor vehicles, light motor vehicles and two/three wheelers. As traffic densities on the roads are high, two persons were deployed simultaneously at each station during each shift- one person on each of the two directions for counting the traffic. At the end of each hour, fresh counting and recording was undertaken. Total numbers of vehicles per hour under the three categories were determined. Traffic study is conducted on National Highway No. 10 from 13th and 14th April 2017.
Types of vehicles observed is given in Table 3-15
Table 3-15: Type of Vehicle S. No. Type of vehicle Remarks
1 Two Wheeler Cycle, moped, bike, bullock cart 2 Tree Wheeler Auto rickshaw, Three-wheeled motor scooters 3 Truck Tractor, one axle, two axle, three axle
Details of Traffic Study is provided in Table 3-16
Table 3-17: LOS Interpretation V/C LOS Performance
0.0-0.2 A Excellent 0.2-0.4 B Very Good 0.4-0.6 C Good/Average/Fair 0.6-0.8 D Poor 0.8-1.0 E Very Poor
Details of Existing Traffic Scenario with respect to LOS is provided in Table 3-18
Table 3-18: Existing Traffic Scenario with respect to LOS
Road V (Volume in
PCU/hr) C (Capacity in
PCU/hr) Existing V/C
Ratio LOS
NH-10 1664 3000 0.55 C
Interpretation of Traffic Study LOS values have been calculated based on traffic data and it has been found 0.55. Based on LOS value; the current scenario on National Highway - 10 is good. The available assimilative capacity of National Highways is 20% for more PCU to be added in the existing traffic scenario.
3.5.15 Soil Four number of soil samples were collected from surrounding areas including the project site covering 10 km radius to assess the baseline status of soil quality. The soil samples were analysed for physical and chemical parameters. Soil samples were collected by using core cutter (0-15 cm depth) and brought to the laboratory in polythene bags. Standard procedures were followed for soil sampling and analysis. Soil sampling locations are tabulated in Table 3-19 and presented in Map 3-6. Photographs showing sampling activity is shown in Photograph 3-1. Soil analysis results are given in Table 3-20.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Summary of Soil Data � The soils are categorized as sandy loam to clay based on different soil separates (sand, silt and
clay). � They have moderate water holding capacity (35.1 to 38.4 %), but poor drainage capacity as texture
is clay at the site as nearly 73 % is silt + clay. � The soil is categorized as alluvial having > 1m depth. The pH of the soil samples narrowly ranged
from 7.21 to 7.82 during the study period. � The soil EC also varied from 0.21 to 0.35 dS/m and ESP ranged from 4.9 to 6.6. These parameters
indicate that soils are neutral in reaction, non-saline (EC < 0.8 dS/m) and non-sodic, as pH is <8.5 and ESP is < 15.
� Among exchangeable basic cations predominance of calcium (14.9 to 21.3 meq/100 g soil) was seen followed by Mg (5.6 –8.7 meq/100 g soil), Na (1.1 to 2.2 meq/100 g soil) and K (0.6 to 01.1 meq/100 g soil).
� The loss on ignition (0.3 to 0.6 % OC) indicate that soils are low (< 0.5 % OC) to medium (<0.75 % OC) in organic carbon status. This shows that soils are low to medium in nitrogen status.
� Considering only 2% available phosphorus based on total P, soils are classified as poor (>28 kg P2O5/ha) in available P.
� On the basis of exchangeable potassium values soils are categorized as high (>280 kg K2O/ha) in potassium status.
� The results relating to total Fe, Cu, Cr, B and Zn do not show alarming concentrations in different soil samples
Interpretation of Soil Data Based on soil analysis data it is concluded that soils are normal from salinity and sodicity view points. The soils are low to medium in nitrogen, low in phosphorus and high in available potassium. The
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
levels of total Fe, Cu, Cr, B and Zn are within the limits. However, for successful greenbelt development liberal quantity of organic manure (50 tons/ha) and double the quantity of recommended doses of N and P fertilizers should be applied. The potassium is adequate, hence 20 % less than the recommended dose for green belt should be applied. The soil at the project site should be periodically monitored for EC, pH and ESP as well as OC (organic carbon), available p and K
3.5.16 Geology
Topography Topographically, the study area of site and surrounding 10 Km radius is almost flat. The site and surrounding area is heavily urbanized part of West Delhi. Majority of the area is devoid of any major river except Najafgadh drain which flows approx. 6 km in SE direction. It flows toward NW and finally merges into Yaumna River. Regional Slope of the area is toward South East.
Drainage Pattern Geologically, the area is part of Gangetic plain, i.e. part of Yamuna basin. It is entirely covered by thick pile of alluvium sediments.
Drainage map of the site and surrounding 10 Km radius area is shown in Map 3-7.
Geological Setup
Geologically, the area is part of Gangetic plain, i.e. part of Yamuna basin. It is entirely covered by thick pile of alluvium sediments.
The site and study area falls in Seismic Zone IV. i.e. High Damage Risk Zone. Owing to frequent and high magnitude earthquake area, adequate safety measures during design and construction stage and risk assessment need to be carried out.
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3.5.17 Hydrology and Ground Water Thick pile of alluvium sediments serves as an aquifer in the area. It mainly consisting sequences of silt, sand, kankar and clay. As per CGWA reports, saline water encounters at greater depth in this area.
The Government of Delhi have notified i.e. over exploited entire district due to heavy exploitation and withdrawal of groundwater. Groundwater quality is also poor as noted in booklet on groundwater scenario published by CGWB. As per the report, higher values of Fluoride in the Najafgarh area and high Iron content in Daulatpur area are reported.
3.5.18 Ground Water Resources To assess the quality of ground water, samples were collected from eight numbers of locations for the analysis of physico-chemical and microbiological parameters. Sampling was done one time during the study period.
Sampling locations are tabulated in Table 3-21 and locations are presented in Map 3-8. Photographs showing the sampling activity are presented in Photograph 3-1. Analysis results are given in Table 3-22.
Summary of Ground water quality The test results were compared with the Drinking Water Specification: IS: 10500, 1992 (Reaffirmed 2012) and it is summarized as under.
� pH was observed in the range of 7.12 – 7.62. which meets with desirable norms. � Turbidity was found in the range of 1.6 – 3.8 NTU. � Total Dissolved Solid (TDS) were recorded in the range of 2182 - 5608 mg/L with minimum at
Parnala village and maximum at Tikri kalan village. � Conductivity varies from 3360 to 8620 μmho/cm. The ratio of TDS to conductivity was observed in
the range of 0.6 to 0.65 which is within the desired range. � Total Hardness was in the range of 856- 1358 mg/L with minimum at Parnala village and
maximum at Tikri kalan. � Total Alkalinity was found in the range of 564 - 782 mg/L with minimum at Jhardon kalan village
and maximum at Tikri kalan village. � Chloride was found in the range of 912 to 2854 mg/L and Sulphate varies from 32.0 to 91.0 mg/L. � Iron was found in the range of 0.18-0.46 mg/L with minimum at Parnala village and maximum at
Tikri kalan village. � As microbiological parameters MPN analysis was also carried out and it was found Nil.
Interpretation: Based on comparison study of test results with drinking water norms, it is interpreted that water quality of studied locations do not meet with the standards. All the water samples are having high TDS, Chloride and Total Hardness. These water sources should not be used in drinking. To save the ground water from contamination and improving the quality, rainwater harvesting and ground water recharging may be helpful.
Surface Water At the time of location selection, 6 numbers of locations were selected but during the sampling it was observed that there is not availability of surface water so that surface water samples were not taken.
3.5.19 Ecology & Biodiversity Ecology is the scientific study of the relations that living organisms have with respect to each other and their natural environment. Producer, consumer and decomposer govern whole cycle of ecology. Plant and animal both are interdependent to each other. Producer is necessary for each consumer. Plant plays their role in ecology as producer. Plant, animals and microorganism together with the environment in which they live make an independent unit called the Ecosystem.
Mainly two types of Vegetation cover are on the earth surface. One is self-growing and another is cultivated. Plants are renewable resource and useful to living organism in many ways. It is therefore the role of man in manipulating and changing vegetation population. Due to lack of awareness deforestation is occurring which in turn is responsible for imbalance of ecosystem.
The main objective of the ecological survey is aimed to find out baseline status of flora and fauna of the study region. An ecological survey of the study area was conducted particularly with reference to listing of species and assessment of the existing baseline ecological (terrestrial and marine ecosystem) conditions in the study area.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
The objective of this floral inventory of the study area is to provide necessary information on floristic structure in the study area for formulating effective management and conservation measures. The climatic, edaphic and biotic variations with their complex interrelationship and composition of species, which are adapted to these variations, have resulted in different vegetation cover, characteristic of each region (Ohasi, 1975).
There is a forest within 10 km radius of the project site which is known as Matiron forest. Area of the forest is 105 acre. Floral and faunal diversity of the forest are incorporated in respective heading.
Trees: Total 38 species of trees belong to 19 families are enumerated from the study area. List of tress found in study area is given in Table 3-24
Table 3-24: List of Trees in the Study area S. No. Family and Scientific Name Vernacular Name
Source: Primary Survey and forest department, New Delhi
Shrubs: Total 24 species of Shrubs belong to 21 families are enumerated from the study area. List of Shrubs in the study area is provided in Table 3-25
Table 3-25: List of Shrubs in the Study Area
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
There was no endangered species observed during faunal survey. List of Mammals in study area is provided in Table 3-27
Table 3-27: List of Mammals in the Study Area S. No. Scientific Name English Name Schedule as per WPA 1972
1. Herpestes edwardsi Common mongoose Schedule II
2. Funambulus penanti Three striped Schedule IV 3. Rattus rattus Common house Rat Schedule V 4. Mus musculus Common mouse Schedule V
5. Chiroptera - Schedule V
6. Boselaphus tragocamelus Blue Bull Schedule III
7. Felis chaus Jungle Cat Schedule II
8. Canis aureus Indian Jackal Schedule II
9. Scotophilus heathi Common yellow bat Schedule V Source: Primary Survey and forest department, New Delhi
Birds: Total 50 species of birds were observed during the survey. During the survey 36 species of birds have been reported in forest area of Mitraon Forest. List of Birds in Study area is provided in Table 3-28
Table 3-28: List of Birds in the Study Area S. No. Scientific Name English Name Schedule as per WPA 1972
1. Acridotheres fuscus Jungle Myna Schedule IV
2. Alcedo atthis Common kingfisher Schedule IV 3. Bubulcus ibis Cattle egret Schedule IV 4. Corvus splendens House Crow Schedule V 5. Centropus sinensis Greater coucal Schedule IV 6. Acridotheres tristis Common Maina Schedule IV 7. Gallus gallus Red Jungle Fowl Schedule IV 8. Dicrurus adsimilis Black Drongo Schedule IV 9. Lonchura punctulata Indian spotted munia Schedule IV 10. Nectarinia asiatica Indian purple sunbird Schedule IV 11. Streptopelia senegalensis Little Brown Dove Schedule IV 12. Treron phoenicoptera Common Green Pigeon Schedule IV 13. Megalaima zeylanica Northern green barbet Schedule IV 14. Turdoides caudatus Common Babbler Schedule IV 15. Ploceus philippinus Baya Weaver Bird Schedule IV 16. Motacilla maderaspatensis Pied Wagtail Schedule IV
17. Halcyon smyrnensis White breasted
kingfisher Schedule IV
18. Pycnonotus cafer Red Vent Bulbul Schedule IV 19. Himantopus himantopus Black-winged Stilt Schedule IV
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
S. No. Scientific Name English Name Schedule as per WPA 1972
20. Streptopelia senegalensis Little Brown Dove Schedule IV 21. Psittacula krameri Rose-ringed Parakeet Schedule IV 22. Motacilla alba White Wagtail Schedule IV 23. Merops orientalis Green Beater - 24. Phoenicurus ochruros Back Redstart - 25. Milvus migrans Black Kite - 26. Porphyrio porphyrio Purple Moorehen - 27. Dendrocitta vagabunda Rofous Treepie - 28. Turdoides striata Jungle Babler - 29. Copsychus fulicatus Indian Robin -
30. Dinopium benghalense Golden Flameback
woodpecker Schedule IV
31. Cinnyris asiaticus Purple Sunbird Schedule IV 32. Pericrocotus ethologus Long Tailed Minivet Schedule IV 33. Caprimulgus indicus Jungle Nightjar Schedule IV 34. Athene brama Spotted Owlet Schedule I 35. Sylvia curruca Lesser White throat - 36. Ficedula parva Red Breasted Flycatcher Schedule IV 37. Copsychus saularis Oriental magpie Robin - 38. Turdoides malcolmi Large Grey Babler - 39. Prinia inornata Plain Prinia - 40. Riparia paludicola Plain Creg martin - 41. Psilopogon zeylanicus Brown Headed Barbet Schedule IV 42. Upupa epops Common Hoppoe - 43. Streptopelia decaocto Eurasian collared Dove Schedule IV 44. Pavo cristatus Indian Peafowl Schedule I 45. Columba livia Blue Rock Pigeon Schedule IV 46. Oenanthe fusca Brown Rockchat Schedule IV 47. Ardeola grayii Pond Heron Schedule IV 48. Phylloscopus collybita Common Chifchaff - 49. Acridotheres ginginianus Bank Myna Schedule IV 50. Pericrocotus ethologus Long Tail Minivet Schedule IV
Source: Primary Survey, New Delhi
Reptiles: Total 4 no. of species were observed during the primary survey. There was no schedule I species observed. List of Reptiles in the study area is provided in Table 3-29
Table 3-29: List of Reptiles in the Study Area
S. No. Scientific Name English Name Schedule as per WPA 1972
1. Uromastyx hardwickii Sanda Schedule II
2. Ptyas mucosa Yellow rat snake Schedule II
3. Lampropholis guichenoti Common Skink -
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4. Calotes versicolor Common Garden Lizard - Source: Primary Survey and forest department, New Delhi
Butterflies: Total 10 species of butterflies were observed in Mitraon Forest with dominant species of Cabbage Butterfly (Pieris rapae), Common Emigrant (Catopsilia pomona) and Plain Tiger (Danaus chrysippus). Some single sighted butterflies, Blue Pansy (Junonia orithya), Common Castor (Ariadne merione) and Common Mormon (Papilio polytes).
Table 3-30: List of Reptiles in the Study Area S.No. Scientific Name Common Name
1 Danaus chrysippus Plain Tiger
2 Pieris rapae Cabbage Butterfly
3 Catopsilia pomona Common Emigrant
4 Catopsilia pyranthe Mottled Emigrant
5 Belenois aurota Pioneer
6 Papilio polytes Common Mormon
7 Ixias marianne White Orange Tip
8 Ariadne merione Common Castor
9 Junonia orithya Blue Pansy
10 Lampides boeticus Pea Blue
Source: Primary Survey and forest department, New Delhi
Interpretation of EB Data: Mitraon forest is within 10 km radius of project site. This forest is natural shelter for so many birds, no one migratory bird was found in the study area. Existing village groves and vegetation supports habitat of few wildlife. The wildlife in study area is limited to a few common mammals, birds and reptiles. Animal species recorded in a study area have wider distribution and known to coexist with human settlement.
3.5.20 Socio-Economics Any developmental activity exerts a direct impact on the socio-economic environment of the region. Usually, the beneficial impacts such as better job opportunities, improved education, communication, energy, housing, health, transportation facilities etc. outweighs the adverse impacts, if any.
The study of socio-economic component of environment incorporates various facets, viz. demographic structure, availability of basic amenities such as housing, education, health and medical services, occupation, water supply, sanitation, communication and power supply, prevailing diseases in the region as well as features such as places of tourist attraction and monuments of archaeological importance. The study of these parameters helps in identifying predicting and evaluating the likely impacts due to project activity in the surrounding region.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
1. Methodology used for the Field Survey In order to access and evaluate likely impacts arising out of any development projects on socio economic environment, it is necessary to gauge the apprehensions of the people in the study areas. The methodology which is applied for primary source of data collection i.e. gathering data through field survey for socio-economic environment is depicted below: Sampling Method: A judgmental and purposive sampling method was used for choosing respondents of various sections of the society i.e. Sarpanch, adult males and females, teachers, medical practitioners, businessmen, agriculture laborers, unemployed group etc. Judgmental and purposive sampling method includes the right cases from the total population that helps to fulfill the purpose of research needs.
Data Collection Method: For the process of data collection through primary source framing methods are used. The project is for EC for expansion of additional storage tanks at IOCL- Tikri Kalan Terminal, New Delhi
Field Survey and Observations
Field survey and observations is made at each sampling village and the socio-economic status of that region is studied. Visits are made at hospitals, primary health centers and sub-centers to know the health status of the region. Various Governmental organizations such as Statistical Department, Census Department visited to collect the requisite details of that region. Interview Method
Structured interview method is used to collect data regarding the awareness and opinion from the samples selected of the various socio- economic sections of the community. Structured interviews involve the use of a set of predetermined questions that includes fixed and alternative questions. The questionnaire mainly highlights the parameters such as income, employment and working conditions, housing, food, water supply, sanitation, health, energy, transportation and communication, education, environment and pollution to assess the standard of living of that particular region and general awareness, opinion and expectation of the respondents about the proposed project. Interview method helps to collect more correct and accurate information as the interviewer is present during the field survey. Socio-economic survey was conducted in the villages within the study areas located in all directions with reference to the project site. The respondents were asked for their awareness / opinion about the existing plant and also of their opinion about the positive and negative impacts of the plant activities viz. job opportunities, education, health care, housing, transportation facility and economic status etc.
2. Data Collection and Quality Assurance Information on socio-economic profile was collected from the Primary Census Abstract CD 2011, including the population details of the region and Village Directory CD 2011, having the details of basic amenities available in the region. Details of villages is provided in Table 3-31.
Table 3-31: List of Sampling Villages S. No. Villages
1 Punjab Khor
2 Madan Pur Dabas
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
6 Bahadurgarh The latest available data have been complied to generate the existing socio-economic scenario of the study area. Information on socio-economic profile was collected from the Primary Census Abstract CD 2011, including the population details of the region and Village Directory CD 2011, having the details of basic amenities available in the region. In the 10 km radial study area two state area are falling namely Haryana and Delhi. From west Delhi 1 town, from south west 1 town, from north west 3 villages and from Jhajjar district Haryana 5 villages are falling in the study area.
Salient Observation of the Survey/ Study Area
House pattern: It is notable that nearly 70% of the houses were semi pakka with good construction and others were pakka at survey area.
Employment: Main occupation of the people in the study area was labour work and Business. And some of agriculture. The labours were getting daily wage in the range of Rs. 200-250, depending on type of work involved.
Fuel: Most of the villagers use fire woods and LPG for cooking purpose
Main Crops: The principal crops grown in agricultural farm were Jowar, Wheat & Mustard. Average crop productivity of cotton was 12-15 quintal per acre. Water from dug well and bore well and cannel was used for irrigation
Migration: During survey it was found that local population were migrating for employment purpose. As well as others state peoples were came in that area for the labour work also.
Sanitation: Toilet facility is one of the most basic facilities required in a house. The findings of the survey show that more than 90% of the households were having toilet facilities in their houses. There was open drainage system were seen at the surveyed villages. The overall condition of cleanliness was satisfactory.
Drinking Water Facilities: Ground water is the major source of drinking water in the villages wherein hand pumps, tap water and dug wells are installed.
Education Facilities: Most of the villages had education facilities in the form of Anganwadi and Primary Schools. Higher education facilities were available in the range of 5-10 km. Colleges and other diploma courses were available at district place.
Transportation Facility: For transportation purpose Auto, Public and Private Bus services were available. Transportation facilities were frequently available in the study area and connecting major cities. Private vehicles like Bicycles & Motor Cycles were mostly used by villagers for transportation purpose
Road Connectivity: Most of the roads were pucca and connecting to villages. Dambar and cement roads were commonly seen inside the villages
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Communication Facilities: For communication purpose mainly mobile phones, newspaper & post offices were seen in the villages.
Medical Facilities: There were few health care facilities available in the study area. In some of the villages, Primary Health Sub-Centers were available. Hospitals and other better medical facilities were available in the range of 05-10 km at town/city place
Electricity: All villages were availing electricity facility for all uses
Market Facility: Study area was predominantly semi urban type. In villages, small shops were available for daily needs. Weekly market facility was available in some villages. Wholesale markets were available at town place.
Village and town details
Punjab Khor
This village is situated in north west Delhi located in saraswati vihar tehsil.Public bus service available in the village for all major parts in Delhi.Railway station is also available in the village.Labour work and pvt job is the main occupation in the village.
Tikri Kalan
Tikri kalan is coming under west Delhi area, its a average size town with all type of facilities. Hand pump and tap water is major source of drinking water. All type of transportation facilities like bus, auto, metro, vans are available in the town. Sanitation is not satisfactory in the town
Bahadurgarh
Bahadurgarh is situated on the border of Delhi and part of Haryana.Its a municipal town.This town is well linked with Delhi and Haryana.All type of infrastructure facilities are available in the study area.Most of the population belong to Jat community.Its a industrial area.
Khairpur
Khairpur village is comig under Jhajjar district, tehsil Bahadurgarh.This village is having Jat population.No ST population residing in the village.Sanitation facilities are not satisfactory.Open drainage is observed all over the village.Health facilities are at 2-3 km distance.All type of transport facilities are available in the village.
Awareness and Opinion of People about the Project
An attempt was made to know the awareness and opinion of the people about the project. Most of the respondents were aware about the project.The respondents were happy to know about the proposed expansion plans and they opined positively because any industrial development activity would definitely contribute to development towards improvement in the local as well as regional economy
Demographic Structure
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Details regarding the demographic structure of the region were collected from Primary Census Abstract of Haryana & Delhi state for the year 2011.
Demographic details such as number of persons per household, total area, population density, sex ratio, SC and ST population, and literacy rate and employment pattern are summarized .The salient observations are as follows:
Population Structure
� As per 2011 Census, total population of the study area was 456461, out of which male population was 246074(54%) and female population was 210387 (46%)
� Total number of households were with average occupancy of 4.86 persons per household � Total child (below 6 years of age) population was 60011(13.15%) � Total SC population was 79734(17.46%) , there is no ST population in the study area � Sex ratio (number of females per 1000 males) of total population was 855.
Tehsil and village wise demographic details are given in Table 3-32
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
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ew D
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Chem
Sal
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Ser
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s D
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Chap
ter 3
10
4 Ta
ble
3-32
: Teh
sil /
Vill
age
wis
e de
mog
raph
ic d
etai
ls
S.
No
Stat
e D
istr
ict
Tehs
il N
ame
Type
N
umbe
r of
H
ouse
hold
To
tal
Popu
lati
on
Tota
l M
ale
Tota
l Fe
mal
e
Popu
lati
on
belo
w 6
yr
s ag
e
Popu
lati
on
SC
1 D
elhi
W
est D
elhi
Pu
njab
i Bag
h M
undk
a U
rban
10
615
5454
1 29
473
2506
8 72
30
9131
2
Del
hi
Wes
t Del
hi
Punj
abi B
agh
Bakk
ar W
ala
Urb
an
3422
18
122
9729
83
93
2634
52
51
3 D
elhi
W
est D
elhi
Pu
njab
i Bag
h N
eel W
al
Rura
l 48
7 26
37
1362
12
75
359
539
4 D
elhi
W
est D
elhi
Pu
njab
i Bag
h Ja
ffar P
ur a
lias
Hira
n Ku
dna
Rura
l 68
3 37
83
1993
17
90
572
724
5 D
elhi
W
est D
elhi
Pu
njab
i Bag
h Ti
kri K
alan
U
rban
34
55
1631
3 92
47
7066
25
30
2076
6
Del
hi
Nor
th W
est
Sara
swat
i Vih
ar
Kanj
haw
ala
Urb
an
1991
10
331
5529
48
02
1344
15
09
7 D
elhi
N
orth
Wes
t Sa
rasw
ati V
ihar
Sa
lah
Pur M
ajra
Ru
ral
370
2127
11
38
989
279
429
8 D
elhi
N
orth
Wes
t Sa
rasw
ati V
ihar
G
heor
a U
rban
13
49
6876
37
36
3140
10
00
1226
9
Del
hi
Sout
h W
est
Naj
afga
rh
Naj
afga
rh
Rura
l 27
322
1436
76
7734
2 66
334
1890
1 24
619
10
Del
hi
Nor
th W
est
Sara
swat
i Vih
ar
Chat
esar
Ru
ral
420
2410
13
26
1084
34
0 87
3 11
D
elhi
N
orth
Wes
t Sa
rasw
ati V
ihar
Pu
njab
Kho
r Ru
ral
593
3211
16
98
1513
44
8 97
8 12
D
elhi
N
orth
Wes
t Sa
rasw
ati V
ihar
M
adan
Pur
Dab
as
Rura
l 65
3 32
41
1723
15
18
430
407
13
Har
yana
Jh
ajja
r Ba
hadu
rgar
h M
ukan
dpur
Ru
ral
183
968
520
448
139
294
14
Har
yana
Jh
ajja
r Ba
hadu
rgar
h Ba
mno
li Ru
ral
983
5141
28
47
2294
60
5 11
87
15
Har
yana
Jh
ajja
r Jh
ajja
r Ch
andp
ur
Rura
l 20
2 11
32
604
528
149
227
16
Har
yana
Jh
ajja
r Jh
ajja
r Jo
ndhi
Ru
ral
385
2119
11
22
997
265
232
17
Har
yana
Jh
ajja
r Ba
hadu
rgar
h Ka
nond
a Ru
ral
1096
56
04
3052
25
52
758
1228
18
H
arya
na
Jhaj
jar
Baha
durg
arh
Khai
rpur
Ru
ral
297
1563
85
3 71
0 20
2 17
4 19
H
arya
na
Jhaj
jar
Baha
durg
arh
Baha
durg
arh
Urb
an
3491
0 17
0767
91
721
7904
6 21
591
2836
6 20
H
arya
na
Jhaj
jar
Baha
durg
arh
Shid
ipur
Ru
ral
369
1899
10
59
840
235
264
Tota
l 89
785
4564
61
2460
74
2103
87
6001
1 79
734
Sour
ce: P
rimar
y Ce
nsus
Abs
trac
t 201
1, D
elhi
& H
arya
na
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� According to census 2011, in the study area, overall literate population was 333539(73%) and illiterate population was 122922 (27%)
� Out of total literates, male literates were 193612(58%) and female literates were 139927(42%) � Out of total illiterates, male illiterates were 52462 (43%) and female illiterates were 70460 (57%)
Details of Tehsil/ Village wise literacy rate is provided in Table 3-33
Table 3-33: Tehsil / Village wise Details of Literacy
Total 333539 193612 139927 122922 52462 70460 Source: Primary Census Abstract 2011, Delhi & Haryana
Employment Pattern
Economic resource base of any region mainly depends upon its economically active group i.e. the working population involved in productive work. Work may be defined as participation in any economically productive activity. Such participation may be physical or mental in nature. Work not only involves actual work but also effective supervision and direction of work. It also includes unpaid work on farm or in family enterprise.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
There are different types of workers that may be classified as - those persons who had worked for at least six months or 183 days are treated to be Main Workers, on the other hand if person categorized as worker has participated in any economic or productive activity for less than six months or 183 days during the last one year is treated as Marginal Worker. Non–workers are those who have not worked any time at all in the year preceding the enumeration.
The workers coming under the main and marginal workers category are those involved in activities such as cultivation, agriculture, livestock, forestry, fishing, hunting, plantations, orchards and allied activities, mining and quarrying, manufacturing, processing, servicing and repairs in household industry, construction, trade and commerce, transport, storage and communication and other services.
� According to 2011 Census, total worker population in the study area was 139481 (31%). � Main workers were 126543(28%) and marginal workers were 12938(3%).Total non-working
population was 316980(69%)
Tehsil and village wise details of employment pattern are given in Table 3-34
Table 3-34: Tehsil / Village wise Details of Employment Pattern
Main workers are classified in four categories as cultivators, agricultural workers, household industry workers and other workers. As per 2011 Census, Out of total 126543 main workers in the study area, there were total cultivators 8975(7%), 4057 agricultural workers (3%), 3416 household industry workers (3%) and other workers 110095(87%). Mostly in main workers population other workers were highly found in study area.
Tehsil and village wise details of main workers employment pattern, is given in Table 3-35
Table 3-35: Tehsil / Village wise Details of Employment Pattern
Total 8975 4057 3416 110095 Source: Primary Census Abstract 2011, Delhi & Haryana
Infrastructure Resource Base The infrastructure resources base of the eleven study areas with reference to education, medical facility, water supply, post and telegraph, transportation, communication facility, power supply and existence of nearest town etc. according to the Village Directory Census CD 2011 is presented in Table 3-36 to Table 3-40
The significant features of these important parameters for each study area are discussed as follows:
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.1 INVESTIGATED ENVIRONMENTAL IMPACTS DUE TO THE PROPOSED PROJECT
This chapter comprises the information regarding the identified beneficially or adversely environmental impacts due to possible aspects predicted because of location of the plant, expected / predicted accidents scenario, conceptualization of project, preconstruction & construction activities and due to operation of machineries/equipment/reactors. Environmental aspect-impact relationship will be identified and quantified with its scale of magnitude and scale of importance, accordingly significance of impact will be determined along with mitigation measures.
4.2 IMPACT ASSESSMENT METHODOLOGY The impact assessment essentially consists of three steps:
1. Impact Identification 2. Impact Predictions 3. Impact Analysis for determination of significance of impacts
Here, impact assessment has been done based on Leopold Matrix in which each action and its potential in creating impact is expressed in terms of its magnitude and importance. For quantitative representation, both magnitude & importance are represented by values as described below:
Scale of Importance: Importance of an interaction is related to its significance, or an assessment of probable consequences of anticipated impact. It ranges from 1 to 10; with 10 representing a very important interaction and 1 of relatively low.
Scale of Magnitude: Impact score or magnitude ranges from 0-5 with positive and negative values, depending upon the impact rising out of the project activity. Refer Table 4-1 for Severity Criteria for Magnitude of Impacts.
Table 4-1: Severity Criteria for Magnitude of Impacts
S. No Category Description of category Impact
Adverse Beneficial
1. No impact - 0 0
2. No appreciable impact Short term reversible -1 1
3. Significant impact Long term reversible -2 2
4. Major impact Irreversible but of lesser extent -3 3
5. High impact Irreversible but of medium extent -4 4
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
6. Permanent impact Severe irreversible impact -5 5 Score of each of the component is to be multiplied by ‘’Importance factor” and totals core is to be obtained by summation of products. Score ranges of impact evaluation based on matrix score is given in Table 4-2
Table 4-2: Score ranges for Beneficial and Adverse Impacts S. No Total score Outcome
1. +ve / -ve Beneficial impact / adverse impact
2. 0-300 No appreciable Beneficial impact / adverse impact
3. 300-600 Appreciable but reversible adverse impact-mitigation measures are needed
4. 600-900 Significant adverse impacts: most of the impacts are reversible. Mitigation measure are crucial.
5. 900-1200 Major adverse impacts; most of the impacts are reversible. Alternative site selection to be considered.
6. >1200 Permanent irreversible impact; alternatives to the project need to be explored
4.2.1 Investigated Environmental Impacts Due to the Proposed Project
Assessment of Significance of Impacts Assessment of aspect and impact from the proposed activity is described in Table 4-3
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
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d St
orag
e fo
r 90
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alan
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Eco
Chem
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2 Ta
ble
4-3:
Asp
ect-
Impa
ct Id
enti
fica
tion
fro
m P
ropo
sed
Proj
ect
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) o
r
(-ve
)
IMPA
CT o
n V
EC’s
Air
W
ater
W
aste
W
ater
La
nd
Reso
urce
D
eple
tion
SH
W
Ecol
ogy
&
Biod
iver
sity
So
cial
H
ealt
h &
Sa
fety
To
tal
Rem
arks
AP/
AQ
N
V
SW
GW
Ef
flue
nt/
Sew
age
LU/
LC
Soil
RD
HW
C&
D
SW
Ter.
A
qu.
Infr
astr
uctu
res
Econ
omic
/
Empl
oym
ent
Scal
e of
Impo
rtan
ce
5 2
4 6
3 1
4 5
5 5
5 2
5 7
9 8
80
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.1
Site
cle
aran
ce
N
Rem
oval
of t
op
soil
1,
2,3,
4,5
-2
-3
-5
1.2
Exca
vatio
n an
d pa
ving
of
site
N
Chan
ge in
LU
-2
-2
N
Gen
erat
ion
of to
p so
il /
debr
is
1,2,
3,4,
5
-1
-1
N
Dus
t gen
erat
ion
1,2,
3,4,
5 -1
-
1 -1
AN
Fa
ll in
pit,
land
sl
idin
g fr
om
side
wal
ls
1,2,
3,4,
5
-2
-2
1.3
Fabr
icat
ion
wor
k fo
r er
ectin
g m
ajor
pla
nt
equi
pmen
t inc
ludi
ng
oper
atio
n of
eq
uipm
ent l
ike
cran
e,
conc
rete
mix
ture
s, vi
brat
ors
etc.
and
pr
even
tive
mai
nten
ance
wor
k
N
Gen
erat
ion
of
scra
ps
1,2,
3,4,
5
-1
-1
N
Hig
h te
mpe
ratu
re
due
to A
cety
lene
fla
me
1,2,
3,4,
5
-4
-4
AN
Brea
king
of
pulle
y, c
hain
s of
cr
anes
dur
ing
liftin
g of
eq
uipm
ent
1,2,
3,4,
5
-1
-2
-3
N
Noi
se g
ener
atio
n 1,
2,3,
4,5
-1
-1
1.4
Vehi
cula
r mov
emen
t fo
r tra
nspo
rtat
ion
of
cons
truc
tion
mat
eria
l an
d w
aste
N
Incr
ease
in tr
affic
lo
ad
1,2,
3,4,
5
-2
-1
-3
N
Emis
sion
of H
C &
CO
1,
2,3,
4,5
-1
-1
-2
N
Noi
se g
ener
atio
n 1,
2,3,
4,5
-1
-1
-2
1.5
Influ
x of
wor
kers
du
ring
cons
truc
tion
phas
e
N
Empl
oym
ent
gene
ratio
n 1,
2,3,
4,5
3
3
Posi
tive
impa
ct d
ue
to
empl
oym
ent
gene
ratio
n
N
Sew
age
gene
ratio
n
1,2,
3,4,
5
-1
-1
-2
2 Co
mm
issi
onin
g/
0
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
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L M
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IOCL
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kri K
alan
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min
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Chem
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es &
Ser
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s D
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3
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) o
r
(-ve
)
IMPA
CT o
n V
EC’s
Air
W
ater
W
aste
W
ater
La
nd
Reso
urce
D
eple
tion
SH
W
Ecol
ogy
&
Biod
iver
sity
So
cial
H
ealt
h &
Sa
fety
To
tal
Rem
arks
AP/
AQ
N
V
SW
GW
Ef
flue
nt/
Sew
age
LU/
LC
Soil
RD
HW
C&
D
SW
Ter.
A
qu.
Infr
astr
uctu
res
Econ
omic
/
Empl
oym
ent
Scal
e of
Impo
rtan
ce
5 2
4 6
3 1
4 5
5 5
5 2
5 7
9 8
80
Pr
ojec
t O
pera
tion
2.1
Rece
ipt o
f Mat
eria
l
0
2.1.
1 Re
ceip
t of M
ater
ial
thro
ugh
pipe
line
AN
Det
erio
ratio
n of
in
tern
al a
nd
exte
rnal
pip
elin
e du
e to
cor
rosi
on
lead
ing
to
leak
ages
1,2,
3,4,
5
-
3 -3
-2
-2
-4
2.2
Stor
age
of M
ater
ial
0
2.2.
1
Filli
ng, E
mpt
ying
, Br
eath
ing
and
sam
plin
g of
pro
duct
in
sto
rage
tank
s
N
Fugi
tive
emis
sion
s
1,2,
3,4,
5 -1
-
1 -4
AN
Failu
res
of
sens
ors/
indi
cato
rs
of s
tora
ge ta
nks
lead
ing
to
over
flow
of
prod
uct
1,2,
3,4,
5 -1
-1
-1
-1
-1
-1
-8
AN
Valv
e fa
ilure
nea
r st
orag
e ta
nk a
rea
lead
ing
to
leak
ages
1,2,
3,4,
5 -1
-1
-
1
-1
-2
2.2.
2 Cl
eani
ng o
f Tan
ks
N
Gen
erat
ion
of
Tank
cle
anin
g sl
udge
1,
2,3,
4,5
-2
-2
2.2
.3
Mai
nten
ance
of r
im
seal
s on
floa
ting
roof
ta
nks
and
stor
age
tank
s
AN
Fa
ilure
of r
im
seal
s le
adin
g to
va
pour
em
issi
on
1,2,
3,4,
5 -1
-1
-2
AN
Exce
ssiv
e va
pour
ge
nera
tion
at th
e tim
e of
insp
ectio
n an
d di
p ha
tch
seal
insp
ectio
n
1,2,
3,4,
5 -1
-1
-2
E Fi
re h
azar
d du
ring
Stor
age
tank
mai
nten
ance
1,
2,3,
4,5
-1
-1
-2
-4
2.2.
4 In
ter t
ank
tran
sfer
of
mat
eria
l A
N
Spill
of p
rodu
ct
due
to fa
ilure
of
valv
es, p
umps
etc
. 1,
2,3,
4,5
-1
-1
-1
-1
-6
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
11
4
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) o
r
(-ve
)
IMPA
CT o
n V
EC’s
Air
W
ater
W
aste
W
ater
La
nd
Reso
urce
D
eple
tion
SH
W
Ecol
ogy
&
Biod
iver
sity
So
cial
H
ealt
h &
Sa
fety
To
tal
Rem
arks
AP/
AQ
N
V
SW
GW
Ef
flue
nt/
Sew
age
LU/
LC
Soil
RD
HW
C&
D
SW
Ter.
A
qu.
Infr
astr
uctu
res
Econ
omic
/
Empl
oym
ent
Scal
e of
Impo
rtan
ce
5 2
4 6
3 1
4 5
5 5
5 2
5 7
9 8
80
2.2.
5 Ea
rthi
ng p
rovi
sion
to
stor
age
tank
s an
d pi
pelin
es
E
Failu
re o
f ea
rthl
ings
lead
ing
to F
ire H
azar
d du
e to
sta
tic
elec
tric
ity
1,2,
3,4,
5 -1
-1
-1
-3
2.2.
6 Ta
nk L
orry
filli
ng a
t TL
F ba
y N
Sp
ill o
r Lea
kage
du
e to
failu
re o
f sy
stem
1,
2,3,
4,5
-1
-1
-1
-3
2.2.
7 Fo
am/
Wat
er s
pray
ing
durin
g fir
e fig
htin
g A
N
Flow
of
cont
amin
ated
w
ater
out
side
the
prem
ises
1,2,
3,4,
5
-1
-1
-2
-2
-8
2.3
Dis
patc
h of
Mat
eria
l
0
2.3.
1 Ve
hicu
lar m
ovem
ent
for t
rans
port
atio
n /
disp
atch
of m
ater
ial
N
SPM
gen
erat
ion
and
emis
sion
of
HC
& C
O
1,2,
3,4,
5 -1
-2
N
Noi
se g
ener
atio
n 1,
2,3,
4,5
-1
-1
E
Road
Em
erge
ncy/
Fire
ha
zard
due
to
over
turn
ing
of
tank
lorr
y
1,2,
3,4,
5 -2
-3
-3
-3
-3
-3
-2
-3
-2
2
3 G
ener
al &
Uti
litie
s
0
3.1
Ope
ratio
n of
D.G
Set
et
c.
N
Emis
sion
of P
M,
SO2 a
nd N
Ox
1,2,
3,4,
5 -1
-1
N
Noi
se g
ener
atio
n 1,
2,3,
4,5
-1
-1
N
Gen
erat
ion
of
Die
sel f
ilter
1,
2,3,
4,5
-2
3.2
Influ
x of
wor
kers
op
erat
iona
l pha
se
N
Empl
oym
ent
Gen
erat
ion
1,2,
3,4,
6
5
5
Posi
tive
impa
ct
N
Sew
age
gene
ratio
n
1,2,
3,4,
5
-3
-3
-6
3.3
Raw
wat
er in
take
for
dom
estic
use
N
Co
nsum
ptio
n of
w
ater
1,
2,3,
4,5
-4
-4
-8
3.4
Stor
m w
ater
m
anag
emen
t A
N
Mix
ing
of
petr
oleu
m
1,2,
3,4,
5
-3
-2
-2
-3
-1
0
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
11
5
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) o
r
(-ve
)
IMPA
CT o
n V
EC’s
Air
W
ater
W
aste
W
ater
La
nd
Reso
urce
D
eple
tion
SH
W
Ecol
ogy
&
Biod
iver
sity
So
cial
H
ealt
h &
Sa
fety
To
tal
Rem
arks
AP/
AQ
N
V
SW
GW
Ef
flue
nt/
Sew
age
LU/
LC
Soil
RD
HW
C&
D
SW
Ter.
A
qu.
Infr
astr
uctu
res
Econ
omic
/
Empl
oym
ent
Scal
e of
Impo
rtan
ce
5 2
4 6
3 1
4 5
5 5
5 2
5 7
9 8
80
pr
oduc
ts w
ith
rain
wat
er
3.5
Equi
pmen
t m
aint
enan
ce
N
Gen
erat
ion
of o
il an
d lu
bric
ants
1,
2,3,
4,5
-1
-1
N
Gen
erat
ion
of
scra
ps a
nd u
sed
spar
es e
tc.
1,2,
3,4,
5
-1
-1
Tota
l of
Indi
vidu
al V
EC's
-1
5 -4
-8
-1
6 -5
-2
-8
-4
-3
-3
-4
-1
0 -8
-6
5
-25
TOTA
L -7
5 -8
-3
2 -9
6 -1
5 -2
-3
2 -2
0 -1
5 -1
5 -2
0 -2
0 -4
0 -4
2 45
-2
00
-587
Inte
rpre
tati
on:
The
final
sco
re is
-58
7 w
hich
con
clud
es “
Appr
ecia
ble
but r
ever
sibl
e ad
vers
e im
pact
-miti
gatio
n m
easu
res
are
need
ed”.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Significance The mitigation measures are suggested based on the criteria of significance / consequence as per the Table 4-4 for individual Valued Environmental Components (VECs) in following sections.
Table 4-4: Criteria of Significance / Consequence Score Significance/Consequence
-/+ 1 to -/+ 9 Low
-/+ 10 to -/+ 30 Medium
-/+ 31 to -/+ 45 High
4.2.2 Air Environment
Construction Phase
Environmental Impacts: � There will be generation of dust & gaseous emission due to transportation of construction
machineries. � Flue gas emission from diesel operated construction equipment and machineries. � Dust generation due to site preparation and construction of the utility area.
Mitigation Measures: � Regular water sprinkling will be done to reduce dust generation. � Vehicles having PUC certificates will only be allowed to transport materials and equipment’s at
project site. � Dust generation will be reduced by maintaining the speed limit of vehicle transporting
construction materials. � Construction raw materials will be covered with tarpaulin sheet to minimize the dust generation
due to transportation of vehicles. � Dust mask will be provided to the workers
Operational Phase
Environmental Impacts: � Flue gas emission will be due to operation of DG Set and Fire Water Engines Pumps.
Mitigation Measures: � Use of DG set and fire engine pumps during emergency only � Stacks with adequate height will be provided with DG sets and fire Engine pumps
4.2.3 Air Quality Modeling The proposed expansion involves additional one tank of MS. There will not be any addition of stack. So ther will not be any adddtion of pollutants in air hence, modeling is not essential.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
11
7 Ta
ble
4-5:
Impa
ct S
cori
ng a
nd M
itig
atio
n M
easu
res
for
Air
Env
iron
men
t
S. N
o.
Proj
ect
Act
ivit
y
N/ AN/ E situations
Iden
tifi
ed A
spec
t
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Air
To
tal S
core
Sign
ific
ance
/
Cons
eque
nce
M
itig
atio
n M
easu
res
A
P, A
Q
(Sca
le o
f Im
port
ance
×
Scal
e of
M
agni
tude
)
Sc
ale
of Im
port
ance
7
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.2
Exca
vatio
n an
d pa
ving
of
site
N
Im
pact
on
Air d
ue
to d
ust g
ener
atio
n 1,
2,3,
4,5
-1
-7
Low
Re
gula
r Wat
er S
prin
klin
g
Dus
t mas
k fo
r wor
kers
1.3
Vehi
cula
r mov
emen
t for
tr
ansp
orta
tion
of
cons
truc
tion
mat
eria
l and
w
aste
N
Det
erio
taio
n of
air
qual
ity d
ue
gase
ous/
flue
gas
Emis
sion
1,2,
3,4,
5 -1
-7
Lo
w
Wel
l mai
ntai
ned
and
PUC
cert
ified
veh
icle
s w
ill b
e al
low
ed to
tran
spor
t the
m
ater
ial
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
�
2.1
Rece
ipt o
f Mat
eria
l
�
2.1.
1 Re
ceip
t of E
than
ol
thro
ugh
tank
er i.
e.
unlo
adin
g of
tank
er
AN
Impa
ct o
n Ai
r due
to
unc
ontr
olle
d le
akag
e d
ue to
va
lve
failu
re
1,2,
3,4,
5 -1
-7
Lo
w
Qui
ck a
ctio
ns w
ill b
e ta
ken
to
stop
the
leak
age.
SO
P’s
will
be
follo
wed
2.2
Stor
age
of M
ater
ial
�
2.2.
1 Fi
lling
, Em
ptyi
ng,
Brea
thin
g an
d sa
mpl
ing
of
prod
uct i
n st
orag
e ta
nks
N
Impa
ct o
n Ai
r due
to
Fug
itive
em
issi
ons
1,
2,3,
4,5
-1
-7
Low
Em
issi
ons
will
be
cont
rolle
d
AN
Impa
ct o
n Ai
r due
to
ov
erflo
w o
f pr
oduc
t du
e to
fa
ilure
of
sens
ors/
indi
cato
rs
1,2,
3,4,
5 -1
-7
Lo
w
Qui
ck a
ctio
ns w
ill b
e ta
ken
to
stop
the
leak
age.
SO
P’s
will
be
follo
wed
. Sen
sors
and
In
dica
tors
will
be
chec
ked
from
tim
e to
tim
e�
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
11
8 S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed A
spec
t
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Air
To
tal S
core
Sign
ific
ance
/
Cons
eque
nce
M
itig
atio
n M
easu
res
A
P, A
Q
(Sca
le o
f Im
port
ance
×
Scal
e of
M
agni
tude
)
Sc
ale
of Im
port
ance
7
of s
tora
ge t
anks
AN
Valv
e fa
ilure
nea
r st
orag
e ta
nk a
rea
lead
ing
to
leak
ages
1,2,
3,4,
5 -1
-7
Lo
w
Qui
ck a
ctio
ns w
ill b
e ta
ken
to
stop
the
leak
age.
SO
P’s
will
be
follo
wed
. Val
ve w
ill b
e w
ell
mai
ntai
ned�
2.2
.2
Mai
nten
ance
of r
im s
eals
on
floa
ting
roof
tank
s an
d st
orag
e ta
nks
AN
Fa
ilure
of r
im s
eals
le
adin
g to
vap
or
emis
sion
1,
2,3,
4,5
-1
-7
Low
Pr
oper
mai
nten
ance
and
re
gula
r che
ck-u
p w
ill b
e fo
llow
ed�
AN
Exce
ssiv
e va
por
gene
ratio
n at
the
time
of in
spec
tion
and
dip
hatc
h se
al
insp
ectio
n
1,2,
3,4,
5 -1
-7
Lo
w
Prop
er m
aint
enan
ce a
nd
regu
lar c
heck
-up
will
be
follo
wed
E Fi
re h
azar
d du
ring
Stor
age
tank
m
aint
enan
ce
1,2,
3,4,
5 -1
-7
Lo
w
Qui
ck a
ctio
ns w
ill b
e ta
ken.
SO
P’s
will
be
follo
wed
.�
2.2.
3 In
ter t
ank
tran
sfer
of
mat
eria
l A
N
Spill
of p
rodu
ct
due
to fa
ilure
of
valv
es, p
umps
etc
. 1,
2,3,
4,5
-1
-7
Low
Q
uick
act
ions
will
be
take
n to
st
op th
e sp
illag
e. S
OP’
s w
ill b
e fo
llow
ed.�
2.2.
4 Ea
rthi
ng p
rovi
sion
to
stor
age
tank
s an
d pi
pelin
es
E
Failu
re o
f ea
rthi
ngs
lead
ing
to F
ire H
azar
d du
e to
sta
tic e
lect
ricity
1,2,
3,4,
5 -1
-7
Lo
w
Prop
er m
aint
enan
ce a
nd
regu
lar c
heck
-up
will
be
follo
wed
�
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
11
9 S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed A
spec
t
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Air
To
tal S
core
Sign
ific
ance
/
Cons
eque
nce
M
itig
atio
n M
easu
res
A
P, A
Q
(Sca
le o
f Im
port
ance
×
Scal
e of
M
agni
tude
)
Sc
ale
of Im
port
ance
7
2.2.
5 Ta
nk L
orry
filli
ng a
t TLF
ba
y N
Sp
ill o
r Lea
kage
du
e to
failu
re o
f sy
stem
1,
2,3,
4,5
-1
-7
Low
Pr
oper
mai
nten
ance
and
re
gula
r che
ck-u
p w
ill b
e fo
llow
ed�
2.3
Dis
patc
h of
Mat
eria
l
�
2.3.
1 Ve
hicu
lar m
ovem
ent f
or
tran
spor
tatio
n /
disp
atch
of
mat
eria
l
N
Gen
erat
ion
of P
M,
HC
& C
O
1,2,
3,4,
5 -1
-7
Lo
w
Wel
l mai
ntai
ned
and
PUC
cert
ified
veh
icle
s w
ill b
e al
low
ed to
tran
spor
t the
m
ater
ial
E
Road
Em
erge
ncy/
Fire
ha
zard
due
to
over
turn
ing
of
tank
lorr
y
1,2,
3,4,
5 -2
-1
4 H
igh
Q
uick
act
ion
will
be
take
n an
d dr
iver
will
be
trai
ned
wel
l.
3 G
ener
al &
Uti
litie
s
3.1
Ope
ratio
n of
DG
set
N
Em
issi
on o
f PM
, SO
2 and
NO
x 1,
2,3,
4,5
-1
-7
Low
DG
set
will
be
prov
ided
with
ad
equa
te s
tack
hei
ght
and
op
erat
ed it
onl
y du
ring
pow
er
failu
re /
dur
ing
emer
genc
y
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.2.4 Noise Environment The potential impacts on noise level may arise out of the following:
1. Noise from Machinery/Equipment For site preparation, during construction phase operation of equipments like crane, dumper, piling, etc. will be used. The equipments will be used during daytime and will generate noise within permissible limits. Thus, there will not be any adverse impact on nearby habitation due to proposed activity.
2. Noise from Vehicle /Traffic Vehicle movement for transportation of materials and work force to the site will cause minor noise generation as the frequency of vehicular movement will be few times in a week.
3. Noise from DG sets. Noise generated from DG set will be temporary as D.G will be used only during power failure.Operational controls and mitigation measures are provided against noise generating activities in Table 4-6.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
1 Ta
ble
4-6:
Im
pact
Sco
ring
and
Mit
igat
ion
Mea
sure
s fo
r N
oise
Env
iron
men
t
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
&
Prob
able
Im
pact
s
Scal
e of
M
agni
tude
(+
ve) &
(-ve
) N
V
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s
(Sca
le o
f Im
port
ance
×
Scal
e of
M
agni
tude
)
Scal
e of
Impo
rtan
ce
5
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.2
Fabr
icat
ion
wor
k fo
r er
ectin
g m
ajor
pla
nt
equi
pmen
t inc
ludi
ng
oper
atio
n of
equ
ipm
ent
like
cran
e, c
oncr
ete
mix
ture
s, vi
brat
ors
etc.
an
d pr
even
tive
mai
nten
ance
wor
k
N
Noi
se
gene
ratio
n &
Im
pact
on
hum
ans
1,2,
3,4,
5 -1
-5
Lo
w
Use
of p
rope
rly c
ertif
ied,
test
ed
and
calib
rate
d eq
uipm
ent’s
1.3
Vehi
cula
r mov
emen
t for
tr
ansp
orta
tion
of
cons
truc
tion
mat
eria
l and
w
aste
N
Noi
se
gene
ratio
n 1,
2,3,
4,5
-1
-5
Low
U
se o
f wel
l-m
aint
aine
d ve
hicl
es a
nd p
rope
rly d
esig
ned
equi
pmen
t
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
2.1
Dis
patc
h of
Mat
eria
l
2.1.
1 Ve
hicu
lar m
ovem
ent f
or
tran
spor
tatio
n /
disp
atch
of
mat
eria
l N
N
oise
ge
nera
tion
1,2,
3,4,
5 -1
-5
Lo
w
Use
of w
ell-
mai
ntai
ned
PUC
cert
ified
veh
icle
s
3 G
ener
al &
Uti
litie
s
3.1
Ope
ratio
n of
DG
set
N
N
oise
ge
nera
tion
1,2,
3,4,
5 -1
-5
Lo
w
Built
- in a
cous
tic e
nclo
sure
s
Ensu
re u
se o
f PP
E lik
e Ea
r Pl
ugs
& e
ar m
uffs
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Impacts � Sewage and domestic waste generation due to Influx of workers which will be Is/ will be
disposed in STP and reused for gardening. � Failures of sensors/indicators of storage tanks leading to overflow of product reaching ground
water table � Mixing of plant drain with rainwater during rainfall
Mitigation Measures suggested � Use of controlled dredging techniques such as appropriate cuter suction dredgers. � Temporary barricading and silt screens will be placed around the dredging area in order to
control the spread of the turbid plume. � Sewage is/ will be disposed in STP and reused for gardening � Oily wastes and sewage is/ will not be allowed to be discharged directly. � Joints at unloading arms, hoses will be periodically checked for leakage. � The unloading arms will be provided with Powered Emergency Release Coupler (PERC) to
avoid possibility of leak. � The unloading arms will be equipped with Emergency Shut Down Systems (ESDS) to stop all
the cargo operations, in case of any emergency or rough weather. � Trained and competent manpower deployed round the clock. � Pipelines will be periodically checked for corrosion. � All Hydrocarbon drains will be provided with Plug. � Belt Tear Detector will also be provided which immediately detects conveyor belt tear accident
and stop conveyor belt. � Separate drain for storm water, Management will be proposed to avoid run off contamination. � Proper dyke wall will be provided around Storage area to avoid mixing of water with process
area �
Based on the identified project activities impact on water environment is accessed. Scoring of the same is done and mitigation measures are prepared based on these scores which is given in Table 4-7
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
3 Ta
ble
4-7:
Impa
ct S
cori
ng a
nd M
itig
atio
n M
easu
res
for
Wat
er E
nvir
onm
ent
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed A
spec
t &
Pr
obab
le Im
pact
s
Scal
e of
M
agni
tude
(+ve
) & (-
ve)
Wat
er
Was
te
Wat
er
Tota
l Sc
ore
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s G
W
SW
Effl
uent
/ Se
wag
e
Scal
e of
Impo
rtan
ce
5 4
2
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.1
Influ
x of
wor
kers
du
ring
cons
truc
tion
phas
e N
Se
wag
e ge
nera
tion
1,
2,3,
4,5
-1
Si
gnifi
cant
Se
wag
e w
ill b
e di
spos
ed o
ff in
to S
oak
Pit
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
2.1
Filli
ng, E
mpt
ying
, Br
eath
ing
and
sam
plin
g of
pro
duct
in
stor
age
tank
s
AN
Failu
res
of
sens
ors/
indi
cato
rs o
f st
orag
e ta
nks
lead
ing
to o
verf
low
of p
rodu
ct
1,2,
3,4,
5 -1
-
1 -1
-1
1 M
ediu
m
Qui
ck a
ctio
n w
ill b
e ta
ken
SOP'
s w
ill b
e fo
llow
ed to
st
op th
e le
akag
e an
d cl
ean
the
area
. Pro
visi
on o
f Im
perv
ious
con
cret
e flo
or in
ne
ar th
e ta
nk a
rea.
A
N
Valv
e fa
ilure
nea
r st
orag
e ta
nk a
rea
lead
ing
to le
akag
es
1,2,
3,4,
5
-1
-4
Lo
w
2.2
Prod
uct t
rans
fer
thro
ugh
pipe
lines
A
N
Det
erio
ratio
n of
in
tern
al a
nd e
xter
nal
pipe
line
due
to
corr
osio
n le
adin
g to
le
akag
es
1,2,
3,4,
5 - 1
-1
-9
Med
ium
Regu
lar c
heck
-up
of
inte
rnal
and
ext
erna
l pi
pelin
es w
ill b
e ca
rrie
d ou
t an
d SO
P's
will
be
follo
wed
2.3
Road
Em
erge
ncy
due
to V
ehic
ular
m
ovem
ent f
or
tran
spor
tatio
n /
disp
atch
of m
ater
ial
E Co
ntam
inat
ing
near
by
wat
er b
ody
1,2,
3,4,
5 - 3
-3
-27
Hig
h Q
uick
act
ion
will
be
take
n,
Driv
ers
will
be
trai
ned
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
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00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
4 S.
N
o.
Proj
ect
Act
ivit
y
N/ AN/ E situations
Iden
tifi
ed A
spec
t &
Pr
obab
le Im
pact
s
Scal
e of
M
agni
tude
(+ve
) & (-
ve)
Wat
er
Was
te
Wat
er
Tota
l Sc
ore
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s G
W
SW
Effl
uent
/ Se
wag
e
Scal
e of
Impo
rtan
ce
5 4
2
3 G
ener
al &
Uti
litie
s
3.1
Influ
x of
wor
kers
du
ring
oper
atio
nal
phas
e N
Se
wag
e ge
nera
tion
1,
2,3,
4,5
-3
-6
Sign
ifica
nt
Sew
age
will
be
disp
osed
off
into
S
3.2
Raw
wat
er in
take
for
dom
estic
use
N
Co
nsum
ptio
n of
wat
er
1,2,
3,4,
5 - 4
-2
0 H
igh
Wat
er c
onse
rvat
ion
prac
tises
will
be
adop
ted.
3.3
Stor
m w
ater
m
anag
emen
t A
N
Ove
rflo
w o
f ope
n pr
oces
s dr
ains
mix
ing
with
sto
rm w
ater
1,
2,3,
4,5
-3
-1
2 M
ediu
m
Sepa
rate
dra
in fo
r sto
rm
wat
er, M
anag
emen
t will
be
prop
osed
to a
void
run
off
cont
amin
atio
n. P
rope
r Dyk
e w
all w
ill b
e pr
ovid
ed a
roun
d St
orag
e ar
ea to
avo
id
mix
ing
of w
ater
with
pr
oces
s ar
ea.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.2.6 Land Environment A number of sources in production of proposed products can cause potential impacts on Land and Soil environments as well as cause natural resource depletion. Based on the identified project activities impact on Land and Soil environment is accessed. Scoring of the same is done and mitigation measures are prepared based on these scores which are given in Table 4-8.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
6 Ta
ble
4-8:
Impa
ct S
cori
ng a
nd M
itiga
tion
Mea
sure
s on
Lan
d/So
il En
viro
nmen
t an
d N
atur
al R
esou
rces
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed A
spec
t Sc
ale
of
Mag
nitu
de
(+ve
) & (-
ve)
Land
/Soi
l/Re
sour
ce
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s
Land
So
il Re
sour
ce
(Sca
le o
f Im
port
ance
×
Sca
le o
f M
agni
tude
)
Scal
e of
Impo
rtan
ce
1 4
5
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.2
Site
cle
aran
ce
N
Rem
oval
of t
op s
oil
1,2,
3,4,
5
-2
-8
Lo
w
Top
soil
will
be
used
fo
r gre
enbe
lt de
velo
pmen
t
1.3
Exca
vatio
n an
d pa
ving
of s
ite
N
Chan
ge in
LU
1,
2,3,
4,5
-2
-2
Low
Ther
e w
ill b
e no
m
ajor
cha
nge
in L
U
as th
e de
sign
ated
ex
pans
ion
will
be
carr
ied
out w
ithin
th
e pl
ant p
rem
ises
an
d la
nd is
bar
ren.
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
2.1
Rece
ipt o
f Mat
eria
l
2.1.
1 Re
ceip
t of M
ater
ial
thro
ugh
pipe
line
AN
Det
erio
ratio
n of
in
tern
al a
nd
exte
rnal
pip
elin
e du
e to
cor
rosi
on
lead
ing
to le
akag
es
1,2,
3,4,
5
-2
-8
Lo
w
Qui
ck a
ctio
n w
ill b
e ta
ken
to s
top
the
leak
ages
. Sen
sors
an
d de
tect
ors
shal
l be
in p
lace
to s
ense
th
e le
aks.
Cath
odic
pr
otec
tion
will
be
carr
ied
out
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
7 S.
N
o.
Proj
ect
Act
ivit
y
N/ AN/ E situations
Iden
tifi
ed A
spec
t Sc
ale
of
Mag
nitu
de
(+ve
) & (-
ve)
Land
/Soi
l/Re
sour
ce
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s
Land
So
il Re
sour
ce
(Sca
le o
f Im
port
ance
×
Sca
le o
f M
agni
tude
)
Scal
e of
Impo
rtan
ce
1 4
5
2.1.
2 Re
ceip
t of E
than
ol
thro
ugh
tank
er i.
e.
unlo
adin
g of
tank
er
AN
U
ncon
trol
led
leak
age
due
to
valv
e fa
ilure
1,
2,3,
4,5
-1
-1
Qui
ck a
ctio
n w
ill b
e ta
ken
to s
top
the
leak
ages
. Pla
nt a
rea
will
be
pave
d
2.2
Stor
age
of M
ater
ial
2.2.
1
Filli
ng, E
mpt
ying
, Br
eath
ing
and
sam
plin
g of
pr
oduc
t in
stor
age
tank
s
AN
Failu
res
of
sens
ors/
indi
cato
rs
of s
tora
ge ta
nks
lead
ing
to o
verf
low
of
pro
duct
1,2,
3,4,
5
-1
-4
Lo
w
Qui
ck a
ctio
n w
ill b
e ta
ken
to s
top
the
leak
ages
. Pla
nt a
rea
will
be
pave
d
AN
Va
lve
failu
re n
ear
stor
age
tank
are
a le
adin
g to
leak
ages
1,
2,3,
4,5
-1
-4
Low
Qui
ck a
ctio
n w
ill b
e ta
ken
to s
top
the
leak
ages
. Pla
nt a
rea
will
be
pave
d
2.3
Dis
patc
h of
Mat
eria
l
2.3.
1
Vehi
cula
r m
ovem
ent f
or
tran
spor
tatio
n /
disp
atch
of m
ater
ial
N
Road
Em
erge
ncy
lead
ing
to
cont
amin
atio
n of
w
ater
bod
y
1,2,
3,4,
5
-3
-1
2 H
igh
Qui
ck a
ctio
n w
ill b
e ta
ken
and
driv
ers
will
be
trai
ned
3 G
ener
al &
Uti
litie
s
3.1
Raw
wat
er in
take
fo
r dom
estic
use
N
Co
nsum
ptio
n of
w
ater
1,
2,3,
4,5
-4
-20
Sign
ifica
nt
Wat
er c
onse
rvat
ion
prac
tice
will
be
adop
ted
and
othe
r m
easu
res
like
rain
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
12
8 S.
N
o.
Proj
ect
Act
ivit
y
N/ AN/ E situations
Iden
tifi
ed A
spec
t Sc
ale
of
Mag
nitu
de
(+ve
) & (-
ve)
Land
/Soi
l/Re
sour
ce
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s
Land
So
il Re
sour
ce
(Sca
le o
f Im
port
ance
×
Sca
le o
f M
agni
tude
)
Scal
e of
Impo
rtan
ce
1 4
5
wat
er h
arve
stin
g w
ill
be a
lso
be a
dopt
ed.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.2.7 Solid and Hazardous Waste Management A number of sources in proposed project can lead to generation of Solid and Hazardous Waste. Potential Impacts from the various activities and its mitigation measure is provided in detail in Table 4-9
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
13
0 Ta
ble
4-9:
Sol
id a
nd H
azar
dous
Was
te M
anag
emen
t
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Solid
and
Haz
ardo
us
Was
te
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s H
W
C&D
SW
(S
cale
of
Impo
rtan
ce
× S
cale
of
Mag
nitu
de)
Scal
e of
Impo
rtan
ce
5 7
6
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.2
Exca
vatio
n an
d pa
ving
of
site
N
G
ener
atio
n of
top
soil
/ de
bris
1,
2,3,
4,5
-1
-7
Low
Soil
and
debr
is
will
be
used
for
fillin
g lo
w ly
ing
area
s
1.3
Fabr
icat
ion
wor
k fo
r er
ectin
g m
ajor
pla
nt
equi
pmen
t inc
ludi
ng
oper
atio
n of
equ
ipm
ent l
ike
cran
e, c
oncr
ete
mix
ture
s, vi
brat
ors
etc.
and
pr
even
tive
mai
nten
ance
w
ork
N
Gen
erat
ion
of
scra
ps
1,2,
3,4,
5
-1
-7
Lo
w
Scar
p w
ill b
e so
ld
to S
crap
dea
lers
or
ven
dors
1.4
Influ
x of
wor
kers
dur
ing
cons
truc
tion
phas
e N
Se
wag
e ge
nera
tion
1,
2,3,
4,5
-1
-6
Low
Prop
er s
anita
tion
and
disp
osal
of
sew
age
slud
ge a
s m
anur
e in
gr
eenb
elt
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
2.1
Stor
age
of M
ater
ial
2.1.
1 Cl
eani
ng o
f Tan
ks
N
Gen
erat
ion
of T
ank
clea
ning
slu
dge
1,2,
3,4,
5 -2
-1
0 Si
gnifi
cant
Sl
udge
will
be
disp
osed
off
thro
ugh
bio-
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
13
1 S.
N
o.
Proj
ect
Act
ivit
y
N/ AN/ E situations
Iden
tifi
ed
Asp
ect
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Solid
and
Haz
ardo
us
Was
te
Tota
l Sco
re
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s H
W
C&D
SW
(S
cale
of
Impo
rtan
ce
× S
cale
of
Mag
nitu
de)
Scal
e of
Impo
rtan
ce
5 7
6
rem
edia
tion
3 G
ener
al &
Uti
litie
s
3.1
Ope
ratio
n of
D.G
Set
N
G
ener
atio
n of
D
iese
l filt
er
1,2,
3,4,
5 - 2
Sign
ifica
nt
Die
sel f
ilter
will
be
giv
en to
re
cycl
er o
r scr
ap
vend
ors
3.2
Influ
x of
wor
kers
dur
ing
oper
atio
n ph
ase
N
Sew
age
gene
ratio
n
1,2,
3,4,
5
-1
-6
Lo
w
Prop
er s
anita
tion
and
disp
osal
of
sew
age
slud
ge a
s m
anur
e in
gr
eenb
elt
3.3
Equi
pmen
t mai
nten
ance
N
Gen
erat
ion
of o
il an
d lu
bric
ants
1,
2,3,
4,5
-1
-5
Sign
ifica
nt
Use
d oi
l will
be
sued
for v
alve
lu
bric
atio
n
N
Gen
erat
ion
of
scra
ps a
nd u
sed
spar
es e
tc.
1,2,
3,4,
5
-1
-7
Lo
w
Scra
p w
ill b
e gi
ven
to s
crap
de
aler
s or
ve
ndor
s
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.2.8 Ecology & Biodiversity Environment Based on the identified project activities impacts on Ecological environment is accessed. Scoring of the same is done and mitigation measures are prepared based on these scores which are given in Table 4-10
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 4
13
3 Ta
ble
4-10
: Im
pact
Sco
ring
and
Mit
igat
ion
Mea
sure
s fo
r Ec
olog
y an
d Bi
odiv
ersi
ty
S.
No.
Pr
ojec
t A
ctiv
ity
N/ AN/ E situations
Iden
tifi
ed A
spec
t
Scal
e of
M
agni
tude
(+
ve) &
(-ve
)
Ecol
ogy
&
Biod
iver
sity
To
tal S
core
Sign
ific
ance
/
Cons
eque
nce
Mit
igat
ion
Mea
sure
s Te
r.
Aqu
. (S
cale
of
Impo
rtan
ce
× S
cale
of
Mag
nitu
de)
Scal
e of
Impo
rtan
ce
2 5
1 Pr
ojec
t Pr
e- C
onst
ruct
ion/
Con
stru
ctio
n
1.2
Site
cle
aran
ce
N
Rem
oval
of t
op s
oil
1,2,
3,4,
5 -3
-6
Low
So
il an
d de
bris
will
be
used
fo
r fill
ing
low
lyin
g ar
eas
2 Co
mm
issi
onin
g/ P
roje
ct O
pera
tion
2.1
Stor
age
of M
ater
ial
2.1.
1 Fo
am/
Wat
er s
pray
ing
durin
g fir
e fig
htin
g AN
Fl
ow o
f co
ntam
inat
ed w
ater
ou
tsid
e th
e pr
emis
es
1,2,
3,4,
5 -2
-2
-1
4 H
igh
Wat
er w
ill n
ot b
e al
low
ed to
go
out
side
the
prem
ises
and
w
ill b
e co
llect
ed s
epar
atel
y
2.2.
2 Ve
hicu
lar m
ovem
ent f
or
tran
spor
tatio
n /
disp
atch
of
mat
eria
l E
Road
Em
erge
ncy/
Fire
ha
zard
due
to
over
turn
ing
of ta
nk
lorr
y
1,2,
3,4,
5 -3
-3
-2
1 H
igh
Qui
ck a
ctio
n w
ill b
e ta
ken
and
driv
ers
will
be
wel
l tr
aine
d
3 G
ener
al &
Uti
litie
s
3.1
Stor
m w
ater
man
agem
ent
AN
Mix
ing
of p
etro
leum
pr
oduc
ts w
ith
rain
wat
er
1,2,
3,4,
5 -2
-3
-1
9 H
igh
Sepa
rate
dra
in fo
r sto
rm
wat
er, M
anag
emen
t will
be
prop
osed
to a
void
run
off
cont
amin
atio
n. P
rope
r Dyk
e w
all w
ill b
e pr
ovid
ed a
roun
d St
orag
e ar
ea to
avo
id
mix
ing
of w
ater
with
pro
cess
ar
ea.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
4.2.9 Impact on Traffic Traffic study results shown in Ch. 03 indicates that LOS value is found 0.55. Based on LOS value; the current scenario on National Highway - 10 is good. The available assimilative capacity of National Highways is 20% for more PCU to be added in the existing traffic scenario.
However, proposed expansion of 9000 KL MS tank is only for the storage purpose. As mentioned earlier, IOCL-Tikri Kalan terminal receives petroleum products through pipeline only and will continue after proposed expansion. There will not be any increase in dispatch rate of material after proposed expansion.
Hence, there will not be any impact on traffic scenario after proposed expansion.
4.2.10 Socio Economic Impacts The manpower requirement for the proposed project activity will be expected to generate some temporary jobs during construction phase. This will temporarily increase the employment opportunity.
The proposed expansion project is expected to create beneficial impact on the local socio-economic environment.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
5.1 SITE SELECTION The proposed expansion will be carried out within project boundary. The land required for proposed expansion of the storage facility is already in possession of IOCL. The proposed expansion will be carried out in view of following availabilities:
� Sufficient land for proposed expansion � Internal infrastructure � Well-developed safety systems as per OISD norms � Connectivity for transportation of material � Existing skilled & trained manpower � Storage materials supply through pipeline/tankers � Railway track � Utilities like water, power
Thus, existing site is suitable for proposed expansion
5.2 TECHNOLOGY SELECTION � The project proposal relates to expand storage capacity by installation of new tanks for Motor
Spirit. Storage tanks will be aboveground. � IOCL has mastered the art and technology of installation on aboveground storage tanks. � IOCL is having excellent track record and progressive outlook in regularly updating its technology.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
6.1 INTRODUCTION In order to measure effectiveness of mitigation measures, technical aspects like measurement methodologies, frequency, location, data analysis, reporting schedules, emergency procedures & procurement schedules are covered in this chapter along with detailed budget.
6.2 ENVIRONMENTAL MONITORING PROGRAM Technical aspects of Environmental Monitoring for air, water, noise and land environment are summarized in tabulated form as follows:
6.2.1 Air Environment Detailed environmental monitoring program for air environment is given in Table 6-1.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 6
13
7 Ta
ble
6-1:
Env
iron
men
tal M
onit
orin
g Pr
ogra
m f
or A
ir E
nvir
onm
ent
Impa
ctin
g A
ctiv
ity
Mit
igat
ion
Mea
sure
s
Impl
emen
tati
on a
nd M
anag
emen
t
Rem
ark
Dat
a A
naly
sis
Mea
sure
men
t M
etho
dolo
gy
Freq
uenc
y Lo
cati
on
Repo
rtin
g Sc
hedu
le/
Resp
onsi
bilit
y
Emer
genc
y Pr
oced
ure
Proc
urem
ent
Sche
dule
Proj
ect
Ope
rati
on
Rece
ipt o
f Mat
eria
l
Unc
ontr
olle
d
leak
age
due
to
val
ve
failu
re d
urin
g un
load
ing
of
tank
er
Qui
ck a
ctio
ns
will
be
take
n to
sto
p th
e le
akag
e.
SOP’
s w
ill b
e fo
llow
ed.
VOC,
HC
in
ambi
ent
air
HC:
Met
hods
of
Air S
ampl
ing
and
Anal
ysis
Thi
rd
Editi
on
By Ja
mes
P.
Lodg
e, Jr
., Ed
itor,
Inte
rsoc
iety
Co
mm
ittee
A
WM
A VO
C: u
se o
f Sp
ecia
lly P
repa
red
Cani
ster
s w
ith
Subs
eque
nt
Anal
ysis
by
Gas
Ch
rom
atog
raph
y
Regu
lar
whi
le
unlo
adin
g of
mat
eria
l
At T
LF a
rea
with
in
term
inal
Chie
f Ter
min
al
Man
ager
To c
ut o
ff su
pplie
s to
le
akin
g lin
es
and
subs
eque
ntly
ot
her v
alve
s to
be
shut
im
med
iate
ly
Dur
ing
oper
atio
n ph
ase
--.
Stor
age
of M
ater
ial
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 6
13
8
Impa
ctin
g A
ctiv
ity
Mit
igat
ion
Mea
sure
s
Impl
emen
tati
on a
nd M
anag
emen
t
Rem
ark
Dat
a A
naly
sis
Mea
sure
men
t M
etho
dolo
gy
Freq
uenc
y Lo
cati
on
Repo
rtin
g Sc
hedu
le/
Resp
onsi
bilit
y
Emer
genc
y Pr
oced
ure
Proc
urem
ent
Sche
dule
Fugi
tive
emis
sion
, O
verf
low
of
prod
uct a
nd
valv
e fa
ilure
du
ring
fillin
g,
Empt
ying
, Br
eath
ing
and
sam
plin
g of
pr
oduc
t in
stor
age
tank
s
Qui
ck a
ctio
ns
will
be
take
n to
sto
p th
e le
akag
e.
SOP’
s w
ill b
e fo
llow
ed.
Sens
ors
and
Indi
cato
rs w
ill
be c
heck
ed
from
tim
e to
tim
e. V
alve
w
ill b
e w
ell
mai
ntai
ned
VOC,
HC
HC:
Met
hods
of
Air S
ampl
ing
and
Anal
ysis
Thi
rd
Editi
on
By Ja
mes
P.
Lodg
e, Jr
., Ed
itor,
Inte
rsoc
iety
Co
mm
ittee
A
WM
A VO
C: u
se o
f Sp
ecia
lly P
repa
red
Cani
ster
s w
ith
Subs
eque
nt
Anal
ysis
by
Gas
Ch
rom
atog
raph
y Va
pour
co
ncen
trat
ion:
will
be
mon
itore
d by
Ex
plos
imet
er
Cont
inuo
us
At T
ank
stor
age
area
with
in
term
inal
Shift
In-c
harg
e,
STM
&
Chie
f Ter
min
al
Man
ager
To s
top
all h
ot
jobs
if s
mel
l of
vapo
rs
Dur
ing
oper
atio
n ph
ase
--
Failu
re o
f rim
se
als
lead
ing
to v
apor
em
issi
on,
Exce
ssiv
e va
por
gene
ratio
n at
th
e tim
e of
Prop
er
mai
nten
ance
an
d re
gula
r ch
eck-
up w
ill
be fo
llow
ed
Qui
ck a
ctio
ns
will
be
take
n.
SOPs
will
be
Vapo
ur
Vapo
ur
conc
entr
atio
n: w
ill
be m
onito
red
by
Expl
osim
eter
Cont
inuo
us
At T
ank
stor
age
area
with
in
Term
inal
Shift
In-c
harg
e,
STM
&
Chie
f Ter
min
al
Man
ager
To s
top
all h
ot
jobs
Dur
ing
oper
atio
n ph
ase
--
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 6
13
9
Impa
ctin
g A
ctiv
ity
Mit
igat
ion
Mea
sure
s
Impl
emen
tati
on a
nd M
anag
emen
t
Rem
ark
Dat
a A
naly
sis
Mea
sure
men
t M
etho
dolo
gy
Freq
uenc
y Lo
cati
on
Repo
rtin
g Sc
hedu
le/
Resp
onsi
bilit
y
Emer
genc
y Pr
oced
ure
Proc
urem
ent
Sche
dule
insp
ectio
n,
Fire
haz
ard
durin
g St
orag
e ta
nk
mai
nten
ance
du
ring
Mai
nten
ance
st
orag
e ta
nks
follo
wed
.
Uti
litie
s
Emis
sion
of
PM, S
O2 a
nd
NO
x fr
om
oper
atio
n of
D
.G s
et
DG
set
pr
ovid
ed w
ith
adeq
uate
st
ack
heig
ht
and
O
pera
tion
only
dur
ing
pow
er fa
ilure
/
durin
g em
erge
ncy
SO2,
NO
x
in s
tack
Stac
k m
onito
ring
by Is
okin
etic
sa
mpl
ing
IS:1
1255
Dur
ing
oper
atio
n of
D
G s
et
Flue
gas
st
ack
Shift
inch
arge
DG
set
will
be
shut
dow
n
Dur
ing
oper
atio
n of
D
G s
et
Capi
tal
Cost
: Cos
t of
sta
ck.
Recu
rrin
g co
st is
for
mai
ntai
ning
th
e sa
me.
PM10
, PM
2.5,
SO2,
NO
x
in
ambi
ent
air a
nd
with
in
plan
t pr
emis
e
PM10
-Gra
vim
etric
IS
:518
2 (P
art 2
3)
2006
Onc
e a
seas
on
(Exc
ludi
ng
rain
y se
ason
)
At 2
lo
catio
ns
(site
and
vi
llage
in
dow
nwin
d)
Shift
inch
arge
PM2.
5-G
ravi
met
ric
IS:5
182
SO2:
Colo
rimet
ric
IS:5
182
(Par
t II)
2001
N
ox: C
olor
imet
ric
IS:5
182
(Par
t VI)
2006
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
6.2.4 Land Environment and Solid and Hazardous Waste Management Detailed environmental monitoring program for Land Environment and Solid Waste, Construction Waste and Hazardous waste is given in Table 6-4.
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 6
14
7 Ta
ble
6-4:
Lan
d En
viro
nmen
t an
d So
lid a
nd H
azar
dous
Was
te M
anag
emen
t
Impa
ctin
g A
ctiv
ity
Mit
igat
ion
Mea
sure
s
Impl
emen
tati
on a
nd M
anag
emen
t
Rem
ark
Dat
a A
naly
sis
Mea
sure
men
t M
etho
dolo
gy
Freq
uenc
y Lo
cati
on
Repo
rtin
g Sc
hedu
le/
Resp
onsi
bilit
y
Emer
genc
y Pr
oced
ure
Proc
urem
ent
Sche
dule
Proj
ect
Pre-
Con
stru
ctio
n/ C
onst
ruct
ion
Rem
oval
of t
op
soil
for S
ite
clea
ranc
e
Top
soil
will
be
used
for g
reen
belt
deve
lopm
ent
Qua
ntity
of
Soi
l A
ppro
xim
atio
n D
aily
N
ear s
ites
Civi
l sup
ervi
sor
---
Dur
ing
Cons
truc
tion
Phas
e --
Exca
vatio
n an
d pa
ving
of s
ite
Deb
ris w
ill b
e re
used
in fi
lling
lo
w ly
ing
area
Qua
ntity
of
deb
ris
App
roxi
mat
ion
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Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.1 PUBLIC CONSULTATION Public Hearing was consulted on 21st August 2018 at 11:00 am within IOCL-Tikri Kalan terminal premises i.e. Tikri Kalan Terminal, NH-10, Tikri Kalan, Gehvra Mode, Dist. West Delhi-110041.
An application was made to conduct Public Hearing at Delhi Pollution Control Committee (DPCC) on 02nd April 2018 along with following documents:
� Draft EIA & EMP report � Executive Summary in English and Hindi Language � Soft Copy containing covering letter, Draft EIA report and Executive Summaries
After processing the application for public consultation, DPCC in consultation with district administration fixed date 21st August 2018 and venue - project site for public hearing.
7.1.1 Notice of Public Hearing An advertisement covering the requirements laid out in EIA notification Appendix IV Procedure for conduct of public hearing) Section 3 (Notice of Public Hearing) was published by DPCC 30 days' in advance in the local newspapers Times of India & Hindustan for English & Hindi language respectively on 19th July 2018 as attached in Annexure 12.
Also a copy of EIA report and executive summaries were made available to all related Government ofllces including the office of District Magistrate, West Delhi District, Government of NCT of Delhi as stipulated in EIA Notification, 2006.
7.1.2 Panel for Public Hearing Following were the panel members present from the Revenue Department, Govt. of NCT of Delhi and Delhi Pollution Control Committee:
1) Shri Suresh Kumar Meena -Chairman
ADM, West District, GNCTD
2) Shri B. L. Chawla -Member
Sr. Environmental Engineer, DPCC
3) Shri Surinder Singh -Member
Environmental Engineer, DPCC
4) Shri S. K. Goyal -Member
Environmental Engineer, DPCC
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.1.3 Public Hearing Proceedings At the outset, representatives of Project Proponent welcomed the officers and all those present during the public hearing. Representative of Project Proponent, Mr. B. K. Jha, Dy. General Manager, IOCL-Tikri Kalan Smart Terminal, briefed about the project details, present setup and safety systems etc. He informed that existing terminal was commercially commissioned in March 2015. Currently terminal receives Motor Sprit (MS), High Speed Diesel (HSD), Superior Kerosene Oil (SKO) from Panipat Refinery and Mathura Refinery through Mathura-Jalandhar Pipeline. Ethanol is received through roadway (tank trucks) from sugar mills located in Western UP.
• Currently terminal's total storage capacity is 39660 KL. Proposed expansion is for installation of one storage tank of MS having capacity of 9000 KL. So after proposed expansion total storage capacity will be 48660 KL.
• He also give details on fire safely system installed at site and also give brief description on on-site and off-site emergency plan.
Mr. Mehul Petkar, Environmental Scientist, Eco Chem (consulting firm for EIA) gave presentation on EIA studies for said project including baseline status, environmental sensitivities, anticipated impacts and mitigation measures suggested, EMP cost, CER activities etc.
After presentation, Chairman and Member of the public hearing panal appealed public to offer their Suggestions, Views, Comments etc. regarding said project. The proceedings of public hearing (Minutes of Meeting issued by DPCC) is attached as Annexure 13. Photographs are shown in Photograph 7-1.
Photograph 7-1: Photographs of Public Hearing
Public Hearing Panel, from left, Shri S. K. Goyal, Shri B. L. Chawla, Shri S. Meena and Shri S. Singh
Shri B. L. Chawla, Sr. Env. Eng., DPCC giving inaugural speech before public hearing
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Representative of EIA consultant giving presentation to general public and PH panel
IOCL officials, general public and PH panel listening PH presentation
Shri M. K. Gupta and Shri B. K. Jha of IOCL replying on querries raised by by participants
PH panel observing compliances given by project proponents
Shri B. L. Chawla concluding public hearing Shri S. Meena, Shri B. L. Chawla and other panel members vising control room and
understanding operation, safety and other aspects
The key objections, suggestions, and comments raised during public hearing and detailed minutes of public hearing are given in Table 7-1. Public Hearing Proceeding is uploaded by DPCC is attached as an Annexure 13.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
What are the advantages and disadvantages of Ethanol?
� Ethanol is agriculture based bio-fuel which will be mixed with petrol. This will reduce pollution As per Government Policy, up to 20% Ethanol to be mixed with petrol. This will help to promote Agriculture business. Simultaneously it will help in reducing the crude import.
-- --
6 Sh. Santosh Pandey, Tikri Village # 95999456199
What are the measures to be taken if there is any harm to our cultivation due to additional tank?
� There will be no harm to agriculture due to additional tank.
� We have already installed vapour recovery system so no VOCs will go into air.
Vapour Recovery System is already installed and will be applied to new proposed tank also.
--
7.1.4 Socio Economic The social management plan proposes to improve the quality of life of inhabitants of nearby villages.
Social – Awareness on project benefits, gender empowerment, increases livelihood opportunities due to proposed project and generating community participation.
Health – Awareness on health, hygiene, environmental sanitation and generic issues related to improving quality of life with specific emphasis on potable drinking water, HIV/ AIDS/ STI mitigation.
Corporate Environment Responsibility (CER) As per latest OM No. F. No.22-65/2017-IA, dated 1st May, 2018, the fund allocation for the CER is Rs. 19.3 Lakh (1.0% of Additional Capital Investment of Rs. 19.3 Cr.) for undertaking the Socio Economic development activities. Budget with break up for initial five years is provided in Table 7-2.
Table 7-2: Budget Break-up for CER Activities for 5 Years
S. No. Activities under CER as per specific needs Budgetary Plan
(Rs. Lakh) 1 Drinking Water Facility to nearby villages 4
2 Health & Sanitation 5
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
3 Augmentation of furniture, blackboard, benches etc. in villages
schools 3
4 Distribution of educational books, stationary, uniforms and aids etc. 3
5 Avenue Plantation & Plantation in community areas 2
6 Impairing vocational training for technical skills development among
locals. 2.3
Grand Total 19.3
7.2 RISK ASSESSMENT M/s. IOCL, Tikri Kalan Terminal, handles various petrochemical products, some of which are hazardous in nature by virtue of their intrinsic chemical properties or their operating temperatures or pressures or a combination of them. Fire & explosion or combinations of them are the hazards associated with plants using hazardous chemicals. More comprehensive, systematic and sophisticated methods of Safety Engineering, such as, Hazard Identification and Qualitative/ Quantitative Risk Assessment have been developed to improve upon the integrity, reliability and safety of industrial plants, the same has been discussed in detail under their respective headings.
7.2.1 Objectives of Risk Assessment Risk analysis follows an extensive hazard analysis. It involves the identification and assessment of risks the neighboring populations are exposed to as a result of hazards present. This requires a thorough knowledge of failure probability, credible accident scenario etc. Much of this information is difficult to get or generate. Consequently, the risk analysis is often confined to maximum credible accident studies.
Pointers are then given for effective mitigation of hazards in terms of suggestions for effective disaster management, suggesting minimum preventive and protective measures & change of practices to ensure safety.
Risk assessment is carried out with the following objectives:
1. To identify hazard and risk resulting from the hazards 2. To study and foresee the effects of such risks on the workers, public, property and environment
and to find out necessary control measures to prevent or minimize risk. 3. To comply the legal requirement by various safety and environment laws of the country (As
given in section 1.4.1, Table 1-2, S. No. 1-10.)
4. To get the necessary information for Emergency planning and evacuation.
7.2.2 Methodology The methodology includes,
� Checklist of required data � Site visit � Data collection � Data Analysis
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Hazard identification, � Selection of potential loss scenarios, � Simulation of release source model on DNV’s PHAST, Version 6.7 � Plotting the damage contour on site map
7.2.3 Details of Storage Facility The chemical properties of products stored at plant are provided in Table 7-3. Details of Storage tank is provided in Table 7-4.
Table 7-3: Chemicals Properties
S. No.
Material Flash
Point (°C)
Boiling Point (°C)
Specific Gravity (g/cc)
Vapour Density (air=1)
Vapour Pressure @ 20 °C
LEL% UEL%
1 HSD (High
Speed Diesel)
OC: 32 215 to
376 0.87 -
10.34 mm Hg
0.6 6
2 MS CC:-38 to -
42 46-200 0.7-0.8 3-4
300 to 600 mm Hg
1.4 7.6
3 SKO CC: 38 149 0.775 4.5 0.1 kPa 0.7 7
4 Ethanol <37.8 78.5 0.789 1.59 5.7 kPa 3.3 19
Table 7-4: Storage Tank details
S. No.
Material
Existing Additional Total
Storage Capacity
(KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
Storage Capacity
(KL)
Nos. of Storage Tanks
1 MS
5203
4 9000 1 23830 5 5203
2212
2212
2 HSD
3422
7 - - 22879 7
3422
3422
3754
3754
3754
1351
3 SKO 1351 1 - - 1351 1
4 Ethanol
200
3 - - 600 3 200
200
Total 39660 15 9000 1 48660 16
Table 7-5: Pipeline sizing details
Product Pipeline Dia
Tank to Pump House Pump house to TLF
bay Loading arm
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Ethanol 150 MM (6”) 100 MM (4”) Considering above all details, Qualitative and Quantitative risk assessment study has been carried out and presented in following section.
7.2.4 Qualitative Risk Assessment In Qualitative Risk Assessment, risk has been analyzed using methodology called HIRA-Hazards Identification & Risk Assessment. In HIRA, major manual activities carried out by plant personnel as well as contract labors have been aslo considered.
Qualitative Risk Assessment has been carried out for the following areas:
� Storage and Handling of petroleum products like HSD, MS, SKO and Ethanol
Risk involved in various processes / process equipment cannot be addressed completely by consequence analysis. As a conservative approach, these risks have been considered separately under this topic. The approach is to identify hazards associated in operation of equipment as well as in processes, assessing its impacts, ranking the risk posed by it and finally to propose remedial actions/ mitigation measures such that the risk is minimized to tolerable level. The Risk Matrix presented in Table 7-6 is referred in evaluating the assessment. Risk acceptability criteria given in Table 7-7
Table 7-6: Risk matrix for Qualitative Risk Assessment
LIKEHOOD/ PROBABILITY
SEVERITY
Catastrophic (Death/ System Loss)
Major/ Critical (Serious injury/ Illness)
Moderate (Less
Serious Injury/ Illness)
Minor/ Marginal (Minor Injury/ Illness)
Insignificant/Negligible (No injury /illness)
5 4 3 2 1
Almost Certain E H H H M M Likely D H H M M L
Possible C H M M M L Unlikely B M M M L L
Impossible A M M L L L
Table 7-7: Risk Acceptability Criteria Risk
Range Risk Acceptability
Criteria Remarks
H Unacceptable/
High Management’s Decision/Action Plan Required. Potential off-site
Impact.
M Medium Generally Minor Impact. Acceptable with Management’s Review.
Specific monitoring or SOP to be followed. L Low Acceptable without Review. Manage through Routine Procedure.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.2.5 Quantitative Risk Assessment Quantitative Risk Assessment (QRA) is a structured approach to identifying and understanding the hazards and risks associated with Storage and Handling of flammable/ toxic chemicals. The assessment starts by taking into account an inventory of hazardous chemicals stored, likelihood of leakage/ spillage associated with it and selecting the worst case scenario for consequence estimation.
Finally, suggesting the measures to minimize or mitigate risks to meet appropriate acceptability criteria. The planning for emergency evacuation shall be borne in mind whilst interpreting the results.
Consequence analysis In a plant handling hazardous chemicals, the main hazard arises due to storage and handling of hazardous chemicals as mentioned above. If these chemicals are released into the atmosphere, it may cause damage due to resulting fires or vapor clouds. Blast overpressures depend upon the reactivity class of material between two explosive limits.
Damage criteria In consequence analysis studies, in principal three types of exposure to hazardous effects are distinguished:
1. Heat radiation, from jet, pool fire, a flash fire or a BLEVE 2. Explosion
The chosen damage criteria are given and explained as per the Guidelines for QRA – PHAST Software, version 6.7 (DNV) & Purple Book for QRA released by Centre for Chemical Process Safety (CCPS).
Heat Radiation The consequence caused by exposure to heat radiation is a function of:
� The radiation energy onto the human body [kW/m2]; � The exposure duration [sec]; � The protection of the skin tissue (clothed or naked body).
The effect is expressed in term of the probability of death and different degree of burn. The consequence effects studied to assess the impact of the events on the receptors are provided in Table 7-9.
Table 7-9 : Damage due to Radiation Intensity Radiation (kW/m2)
Damage to Equipment Damage to People
1.2 Solar heat at noon 1.6 - Minimum level of pain threshold 2.0 PVC insulated cable damage
4.0 - Causes pain if duration is longer than
20 sec. But blistering is unlikely.
6.4 - Pain threshold reached after 8 sec. Second degree burns after 20 sec.
12.5 Minimum energy to ignite wood with a
flame; melts plastic tubing. 1% lethality in one minute. First
degree burns in 10 sec.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
25.0 Minimum energy to ignite wood at identifying long exposure without a
flame.
100% lethality in 1 min. Significant injury in 10 sec.
37.5 Severe damage to plant 100% lethality in 1 min. 50% lethality in 20 sec. 1% lethality in 10 sec.
Explosion In case of vapour cloud explosion, two physical effects may occur:
� A flash fire over the whole length of the explosive gas cloud; � A blast wave, with typical peak overpressures circular around ignition source.
As explained above, 100% lethality is assumed for all people who are present within the cloud proper.
The following damage criteria may be distinguished with respect to the peak overpressures resulting from a blast wave:
The effects of the shock wave vary depending on the characteristics of the material, the quantity involved and the degree of confinement of the vapor cloud. The peak pressures in an explosion therefore vary between a slight over-pressure and a few hundred kilopascals (kPa). Whereas dwelling are demolished and windows and doors broken at overpressures as low as 0.03- 0.1 bar. Direct injury to people occurs at greater pressures. The pressure of the shock wave decreases rapidly with the increase in distance from the source of the explosion. Details of Type of Damage and Peak overpressure are provided in Table 7-10.
Table 7-10: Overpressure Damage Peak Overpressure Damage Type
0.01 bar Minor Damage 0.02 bar Glass Damage 0.13 bar Minor Structural Damage to nearby structures
10% probability of fatality to personnel inside 0% probability of fatality in the open
0.21 bar Structural Damage to buildings 20% probability of fatality to personnel inside
0% probability of fatality in the open 0.40 bar Ear Drum Rupture to humans
50 % probability of fatality inside 15% probability of fatality in open
Source: CCPS Consequence analysis of chemical release
Event Classification and Modes of Failure Hazards that can lead to accidents in operations are discussed in this section. Important hazardous events classification is provided in Table 7-11.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Table 7-11: Event Classification Type of Event Explanation
BLEVE Boiling Liquid Evaporating Vapor Explosion; may happen due to catastrophic
failure of refrigerated or pressurized gases or liquids stored above their boiling points, followed by early ignition of the same, typically leading to a fire ball
Deflagration Is the same as detonation but with reaction occurring at less than sonic velocity
and initiation of the reaction at lower energy levels
Detonation A propagating chemical reaction of a substance in which the reaction front advances in the unreacted substance at or greater than sonic velocity in the
unreacted material Explosion A release of large amount of energy that form a blast wave
Fire Fire Fireball
The burning of a flammable gas cloud on being immediately ignited at the edge
before forming a flammable/explosive mixture.
Flash Fire A flammable gas release gets ignited at the farthest edge resulting in flash-back
fire
Jet Fire A jet fire occurs when flammable gas releases from the pipeline (or hole) and the
released gas ignites immediately. Damage distance depends on the operating pressure and the diameter of the hole or opening flow rate.
Pool Fire Pool fire is a turbulent diffusion fire burning above a horizontal pool of
vaporizing hydrocarbon fuel where the fuel has zero or low initial momentum
Spill Release ‘Loss of containment’. Release of fluid or gas to the surroundings from unit’s own equipment / tanks causing (potential) pollution and / or risk of explosion and / or
fire Structural Damage
Breakage or fatigue failures (mostly failures caused by weather but not necessarily) of structural support and direct structural failures
Vapor Cloud Explosion
Explosion resulting from vapor clouds formed from flashing liquids or non-flashing liquids and gases
7.2.6 Meteorology Atmospheric stability plays an important role in the dispersion of the chemicals. “Stability means, its ability to suppress existing turbulence or to resist vertical motion”.
Atmospheric stability plays an important role in the dispersion of chemicals. “Stability means, its ability to suppress existing turbulence or to resist vertical motion”.
Variations in thermal and mechanical turbulence and in wind speed are greatest in the atmospheric layer in contact with the surface. The air temperature has influenced these turbulences greatly and air temperature decreases with the height. The rate at which the temperature of air decreases with height is called Environment Lapse Rate (ELR). It will vary from time to time and from place to place. The atmosphere is said to be stable, neutral or unstable according to ELR less than, equal to or greater than Dry Adiabatic Lapse Rate (DALR), which is a constant value of 0.98 ºC per 100 meters.
Pasquill Stability Classes Pasquill has defined Six (6) stability classes:
A - Extremely unstable. B - Moderately unstable
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
C - Slightly unstable. D - Neutral E - Slightly stable. F - Moderately stable.
Three prime factors that defines Stability
� Solar radiation � Night-time sky over � Surface wind
When the atmosphere is unstable and wind speeds are moderate or high or gusty, rapid dispersion of vapors will occur. Under these conditions, air concentrations will be moderate or low and the material will be dispersed rapidly. When the atmosphere is stable and wind speed is low, dispersion of material will be limited and air concentration will be high.
7.2.7 Weather Conditions Weather conditions selected for consequence analysis are provided in Table 7-12
Table 7-12: Weather Condition Selected
Time Remarks Weather Condition
Temperature in oC
Wind speed m/s
Stability Class
Day Time Prevalent during the day, most
times of the year 35 1.5 D
Night Time Prevalent during the night, most
times of the year 28 1.5 F
Monsoon Period
Prevalent during the monsoon months
32 5 D
7.2.8 Consequences Analysis The consequences of the release of Hazardous substances by failures or catastrophes and the damage to the surrounding area can be determined by means of models. Models help to calculate the physical effects resulting from the release of hazardous substances and to translate the physical effects in terms of injuries and damage to exposed population and environment. To assess the damage level caused by the various accidental events, it is essential to firm up the damage criteria with respect to different types of accidents e.g. thermal radiation, explosion overpressure etc.
Consequence analysis involves the application of mathematical, analytical and computer models for calculation of effects and damages subsequent to a hydrocarbon release accident. Consequence models are used to predict the physical behavior of the hazardous incidents. The techniques used to model the consequences of hydrocarbon and other hazardous material releases cover the following:
� Modeling of discharge rates when holes develop in process equipment/pipe work/pipeline. � Modeling of the size and shape of flammable and toxic gas clouds from releases in the
atmosphere
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Modeling of the flame and radiation field of the releases that are ignited and burn as jet fire, pool fire, flash fire and BLEVE/ Fire ball
� Modeling of the explosion fields of releases, which are ignited away from the point of release
The information normally required for consequence analysis includes meteorological conditions, failure data of equipment and components, ignition sources, population characteristics within and outside the plant, acceptable levels of risk etc.
About the software – PHAST, Version 6.7 The consequence analysis for the modeled scenarios has been done using DNV’s software PHAST (Process Hazard Analysis Software Tool) which allows assessment of situations which present potential hazards to life, property and the environment, and to quantify their severity. PHAST examines the progress of a potential incident from the initial release to far-field dispersion including modeling of pool spreading and evaporation, and flammable and toxic effects. It is recommended for use by the Ministry of Environment & Forests per its EIA Guidelines, dated January 2001.
PHAST Professionals sophisticated modeling calculates distances effect produced by hazardous events. With this information, you can evaluate the need for mitigating measures such as changes in design, operation or response. PHAST software can be used to model a proposed facility or operational change to ease the selection of the most effective solutions. With PHAST Professional, you can define special events, model the change in a leak over time, and investigate the details of behavior with special stand-alone models and much, much more.
PHAST is integrated into safety and meets regulatory requirements. It uses unified dispersion modeling to calculate the results of the release of material into atmosphere
The salient features of this package:
1. It gives the consequence results in terms of – Flammable, Toxic and Explosion effects. 2. Flammable parameters covered under this package is-
� Defines the LEL and UEL zone � Jet fire and pool fire scenario along with their respective effect zones (risk contour). � Flash fire and fire ball envelope
3. Toxic parameters-
� Cloud concentration at user defined time as well as location � Categorize the toxic results in terms of ERPG, IDLH and STEL values. � Summarize results in terms of equivalent toxic dose along with effect zones.
4. Explosion parameters-
� Categorize the explosion effects in terms of overpressures levels along with distance covered. � BLEVE (Boiling Liquid Expanding Vapor Explosion)
Assumption For consequence analysis, assumptions regarding Meteorological, Pasquil Stability Classes, Wind velocity, Ambient Temperature, Relative Humidity, Inventory, Ground Roughness, Model used etc. are very important. In this report, the following assumptions have been considered.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Atmospheric Conditions: No Inversion � Ambient Temperature: 35°C has been considered as MCA approach. � Relative Humidity: 60% has been considered.
2. Pasquil Stability Classes
� Pasquil Stability category C/D is considered as conservative approach.
3. Other assumptions:
� Ground Roughness: Ground Roughness has been considered as 0.3 M. � Dispersion model of both Heavy Model and also Gaussian distribution have been used as
applicable/appropriate. � Inventory: Release of 100% of the inventory has been considered. For this, failure of the
container has been considered from the bottom. � Storage conditions: Storage conditions have been considered as they are practically stored at
site.
Input data for software (modeling) For consequence analysis, input data considered are as below:
1. Volume inventory (Quantity of material) 2. Scenario
� 20% rupture of incoming pipeline from storage to Pump house � Full bore rupture of incoming pipeline from storage to Pump house � 20% rupture of incoming pipeline from Pump house to TLF � Full bore rupture incoming pipeline from Pump house to TLF � 10mm leak in storage tank � Catastrophic rupture of storage tank Leak
MCAS Development Techniques As a first step towards risk assessment is to identify the possible release scenarios based on available information about scenario development for Maximum Credible Accident Scenarios (MCAS).
7.2.9 Selection of maximum credible loss scenario (MCLS)
7.2.10 Failure Rates A leak or rupture of the tank / pipe, releasing some or all of its contents, can be caused by brittle failure of the tank walls, welds or connected pipework due to use of inadequate materials, combined with loading such as wind, earthquake or impact. The failure rates are the deciding factor for selecting the MCAS’. The failure rates for selected MCAS’ are given in Table 7-13.
Table 7-13: Failure Frequencies for Storage Tanks
Categories Catastrophic Rupture Frequency
(per tank per year) Leak Frequency (per year)
Atmospheric Storage Tank 3.0 × 10-6 2.8× 10-3
Reference: International Association of Oil & Gas Producers (OGP); Report No. 434-3, March 2010
7.2.11 Simulation of Release and Development of Contours As the MCLS’ were developed for the selected set of chemicals, the next step is to carry out the consequence analysis. The consequence analysis results along with their contours are presented in the following sections. Contours are presented on plant layout map.
LATE POOLFIRE: RADIATION DISTANCES
This represents a situation when flammable liquid spillage forms a pool over a liquid or solid surface and gets ignited. Flammable liquids can be involved in pool fires where they are stored and transported in bulk quantities.
Early pool fire is caused when the steady state is reached between the outflow of flammable material from the container and complete combustion of the flammable material when the ignition source is available. Late pool fires are associated with the difference between the release of material and the complete combustion of the material simultaneously. Late pool fires are common when large quantity of flammable material is released within short time
LATE EXPLOSION EFFECTS
It is the result of flammable materials in the atmosphere, a subsequent dispersion phase, and after some delay an ignition of the vapor cloud. Turbulence is the governing factor in blast generation, which could intensify combustion to the level that will result in an explosion. The scenarios were evaluated for the worst cases and the results are presented below:
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
17
4 H
SD
Radi
atio
n le
vel e
ffect
dis
tanc
e an
d ov
erpr
essu
re e
ffect
dis
tanc
e du
e to
the
rele
ase
of H
SD a
re p
rese
nted
bel
ow
Tabl
e 7-
14: E
ffec
t D
ista
nce
due
to R
elea
se o
f H
SD
Mat
eria
l Fa
ilure
Sce
nari
o Co
nseq
uenc
e M
et
Dat
a
Effe
ctiv
e D
ista
nce
in m
eter
to
Radi
atio
n Le
vel
Ove
rpre
ssur
e D
ista
nces
in M
eter
s
4 kW
/m2
12.5
kW
/m2
37.5
kW
/m2
0.02
bar
0.
13 b
ar
0.2
bar
HSD
20%
rupt
ure
of in
com
ing
pipe
line
from
sto
rage
tank
to
pum
p ho
use
Late
poo
l fire
1.5/
F 42
17
N
R -
- -
1.5/
D
42
17
NR
- -
-
5.0/
D
48
21
NR
- -
-
FB ru
ptur
e of
inco
min
g pi
pelin
e fr
om s
tora
ge ta
nk
to p
ump
hous
e La
te p
ool f
ire
1.5/
F 33
16
N
R -
- -
1.5/
D
33
16
NR
- -
-
5.0/
D
36
22
NR
- -
-
20%
rupt
ure
of in
com
ing
pipe
line
from
pum
p ho
use
to T
LF
Late
poo
l fire
1.5/
F 30
16
8
- -
-
1.5/
D
30
16
8 -
- -
5.0/
D
32
21
8 -
- -
FB ru
ptur
e of
inco
min
g pi
pelin
e fr
om P
ump
hous
e to
TLF
La
te p
ool f
ire
1.5/
F 37
16
N
R -
- -
1.5/
D
37
16
NR
- -
-
5.0/
D
42
21
NR
- -
-
10m
m h
ole
in s
tora
ge ta
nk
Late
poo
l fire
1.5/
F 33
18
10
-
- -
1.5/
D
33
18
10
- -
-
5.0/
D
36
24
11
- -
-
Cata
stro
phic
rupt
ure
of
stor
age
tank
La
te p
ool f
ire
& U
VCE
1.5/
F 51
21
N
R 36
24
23
1.5/
D
51
21
NR
37
24
23
5.0/
D
59
24
NR
48
35
34
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
17
5 Th
e co
ntou
rs fo
r effe
ct d
ista
nce
gene
rate
d fo
r the
rele
ase
of H
SD a
re p
rese
nted
bel
ow;
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.2.12 Results of Consequence Analysis � Summary of effect distance (in meter) for worst case scenario of hazardous chemical considered
for consequence analysis is given below:
Chemical/ Scenario Effect Distance in Meters at specific Weather condition
At Radiation Level 4 kW/m2 At Overpressure 0.02 bar
HSD - Pipeline 48 (5/D) -
HSD - Storage tank 59 (5/D) 48 (5/D)
MS - Pipeline 44 (5/D) 88 (1.5/D)
MS - Storage tank 113 (5/D) 895 (1.5/F)
SKO - Pipeline 43 (5/D) -
SKO - Storage tank 80 (5/D) 122 (1.5/F)
Ethanol - Pipeline 24 (5/D) 38 (1.5/F)
Ethanol - Storage tank 136 (5/D) 158 (1.5/F) � The effect of late pool fire due to 10 mm leak scenario is confined to the site boundary � The risk of late pool fire was highest for catastrophic rupture (worst case scenario) of MS storage
tank at 5/D weather condition for 4 KW/m2 radiation level up to a distance of 113 mtrs which may causes pain to the one who is in accident zone only if duration is longer than 20 sec. But blistering is unlikely.
� The maximum damage can be felt in case of a Rupture of MS storage Tank. An overpressure of 0.2 bar can be felt up to a distance of 895 mtrs equipment within this distance can suffer permanent/structural damage. If it gets a source of ignition within this radius, it will create UVCE (Unconfined vapor cloud explosion)
� An overpressure of 0.02 bar can be felt up to a distance of 895 mtrs, shattering of glass etc., can be experienced in this distance range.
7.2.13 Recommendations for Additional MS Storage Tanks � To reduce the failure frequency due care has been taken in design, construction, inspection and
operation. � RCC dyke, sprinkler systems surrounding the tanks must be provided. � HVLR monitor to be place to cover the proposed storage tank area. � 10 kg & 75 kg DCP Fire extinguisher shall be maintained at regular intervals. � Fixed hydro carbon leak detectors to be considered for the storage tanks area � Evacuation plan shall be designed with reference to consequence analysis modeling results for MS � A mutual aid agreement should be done with nearby industries, hospitals, nursing homes, so that
help may be obtained in case of any major hazard.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.2.14 Details of Safety Systems/Preventive Measures
1. Safety Precautions during Additional tanks construction phase Required PPE will be provided to cover occupational injury to foot, head, hearing, and eye
� Fall Protection: The Contractor is required to provide fall protection to employees who are working at heights equal to or greater than 1.8 m. fall protection can be in the form of perimeter protection such as guardrails and toe rails, harness, personal protective equipment (PPE), a safety monitoring system, or a fall protection plan. Activities that require personal fall protection systems include steel erection bolting, riveting, fitting-up and plumbing-up, work over water and some deep excavation work
� Foot Protection: If machines or operations present the potential for foot injury, the contractor will provide foot protection with safe design and construction for the work to be performed. Workers and visitors shall not be allowed on a construction site without safety boots. The foot protection will be provided for workers working with concrete or cement. Gum boot shall be provided to avoid contact with cement/RCC mixtures and mortar.
� Head Protection: If head hazards remain after all steps have been taken to control them (safety nets for work at heights, proper housekeeping), the Contractor will provide workers with appropriate head protection. Safety helmet will be recommended. When the worker is carrying load on the head a suitable head protection will be provided.
� Noise Protection: Workers shall wear hearing protection devices (ear plugs, ear muffs, canal caps), whenever the diesel operated engines, DG set or other noisy machines are operating in the area. The operation of these machines during night after 10 PM shall be strictly avoided. The workers shall be informed the hazards and long term effect of working in noisy area.( e.g. loss reduction in hearing over a period of 5 to 10 years)
� Eye Protection: When operations present potential eye injury from physical or chemical elements, the Contractor will select, provide, maintain and required affected workers to use appropriate eye protection. Eye protection is required while working on RCC dismantling, steel fabrication, welding, rough plastering and painting work. Any work which involves looking upside also requires the protection e.g. electrical cabling on walls and ceiling. The various eye protecting devices like safety glasses and goggles, face shields and welding helmets will be provided to workers.
� Hand protection: Suitable hand gloves shall be provided for working with cement or mortar. A suitable anti-allergic cream or protecting gel shall be applied on the hands for persons who develop allergy with cement or lime.
� Electrical Safety
o A licensed electrician shall be deployed to complete all temporary wiring and electrical installations required for construction activities.
o Fuses and circuit breakers (ELCB’s) shall be used to protect motherboards, conductors and equipment to avoid short circuiting and electric shock. MCB’s and fuses will also to be used to protect the electrical equipment from over current and over voltage.
o Extension cords for equipment or as part of a temporary wiring system shall not be damaged or compromised in any way and insulation must be of the highest grade.
o The joints of electrical wires shall be avoided or an extension cord can be used if needed
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
o Anytime electrical equipment will be deactivated for repair, or circuits will be shut off, the equipment will be locked out and tagged at the point where it can be energized.
o Proper earthling will be ensured for all equipment and electrical panels o Temporary lights shall not be suspended by their cords. o The employer shall provide the necessary safety equipment, supplies and monitoring
equipment to their personnel. o During the operation stage maintenance of transformer and manning of electrical substation
shall be by the competent persons only.
2. Action Plan for Safe Handling of material (petroleum products) and Safety Systems/ Safeguards/ Control Measures to Reduce the Risk of Fire and Explosion
Following Safety Precautions Are Considered during Handling & Storage of Petroleum Products for its existing facilities, the same shall be updated to cover the new facilities, if required
S. No. Activity Safety Precautions
1. Transportation of Solvents (Ethanol) by
road tanker.
� Training will be provided to driver and cleaner regarding the safe driving, hazards of Flammable chemicals, emergency handling and use of SCBA sets.
� TREM card will be kept with Threshold Limit. � SCBA set will be kept with TL. � Fire extinguishers will be kept with TL. � Flame arrestor will be provided to TL exhaust. � Instructions will be given not to stop road tanker in
populated area. � Hazard Identification symbol and emergency telephone
number will be displayed as per HAZCHEM CODE. � Appropriate PPEs will be kept with TL.
In case of leak or spill: � Source of leakage will be checked. � Damaged containers or spilled material shall not be attended
without wearing appropriate protective clothing. � Leakage will be stopped, if possible to do so without risk. � Water spray are used to reduce vapors (but do not put water
directly on leak, spill area or inside container). � Combustibles (wood, paper, oil, etc.) will be kept away from
spilled material. 2. Unloading of activity � Priority is given to Tanker to immediately enter the storage
premises at site and is not kept waiting near the gate. � Security person will check License, TREM CARD, Fire
extinguisher condition; SCBA set condition, Antidote Kit, required PPEs as per SOP laid down.
Following precautions will be taken during unloading: � Wheel stopper will be provided to TL at unloading platform. � Static earthling will be provided to road tanker. � Tanker unloading procedure is followed according to check
list and implemented strictly. � Flexible SS hose connection is done at TL outlet line. � All TL valves are closed in TL. � Only day time unloading is permitted.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Pipes and equipment shall be inspected at regular intervals. � All storage areas are isolated from all sources of open flame
and well posted with “No Smoking” signs and provided with adequate firefighting/extinguishing systems.
� Spark-resistant tools will be used. � Water spray will be used to reduce vapors (but do not put
water directly on leak, spill area or inside container). � Dyke wall of sufficient capacity (i.e. 10% extra) is available
around the storage tanks. � Level indicators/transmitters are available with low level/high
level auto cut-off provision. � Vents are connected to water trap and vent of water trap are
provided with flame arrestor. � Firefighting facilities (along with foam attachment) are
available as mentioned below. � Sand Buckets are available. � Dumping /Drain vessel/alternate vessel is available to collect
the spillage material inside the dyke wall. � FLP type pumps are provided. � Double static earthing is provided to storage tank, as per the
requirement. � Double Jumper clip is provided to all solvent handling
pipeline flanges. � Vent connected to scrubber has been provided, wherever
required. � Curb wall is available for pumps. � Pumps are guarded properly.
4. Solvents transfer from storage tank to Process
Plant.
� Double mechanical seal type FLP type pump will be provided. � Double on / off switch will be provided at tank farm and
process area near day tank. Pump auto cut off with day tank high level will be provided.
� Flame arrestor will be provided on day tank vent. � Lightening arrestor is provided on the top of tallest tank. � Over flow system is provided for additional safety and it is
connected to main storage tank. � NRV will be provided on pump discharge line. � Double Jumper clip will be provided to all solvent handling
pipelines. � Double static earthing will be provided to day tank.
3. Fire Control Plan The Terminal takes adequate care and precautions in its Operations, however in an unlikely event of fire the Terminal is equipped with firefighting facilities which include two water storage tanks of 4300 KL each filled with water, Auto Fire Hydrant System, Water /Foam Monitors, High Volume Long range Monitors (HVLR), Rim seal Fire Detection and Extinguishing System, Hydrocarbon Detection System and dry chemical powder extinguishers etc. Adequate quantity of Foam required to fight Petroleum fires is kept ready in the Terminal for instant use in case of emergency. Facilities to cool the Tanks, Tank Trucks, and Tank Lorry Filling Shed have also been provided. MS & HSD tanks are provided with water sprinkler and Foam Pourer system and SKO tank are provided with foam pourer system. Mock
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Fire Drills are conducted on regular basis to assess the preparedness of the Terminal employees in handling situations of exigencies and regular training for the same is imparted to them. Fire hydrants are located as per OISD Guideline recommendations to cover the entire plant area. Spray & Foam systems are also been provided for petroleum storage tanks.
The ESD have been installed in the terminal & in the event of fire detection by the sensor, the electrical supply automatically is terminated to all the areas except the Administrative building, yard lights, security room, jockey pumps, tube wells, watch tower lights & the street lights. In case of a power failure in fire, alternate power arrangement has been provided to start the fire fighting system. Details for the same are as below
No separate fire department exists. All regular employees distributed among Firefighting, auxiliary & rescue team
Firefighting equipments
Table 7-18: Details of Firefighting facilities/ equipments available at Tikri Kalan Terminal
S. No. fire fighting equipments Nos.
1 Fire water storage (4300 kl each) 2
2 Fire Engines (616 m3/hr) 5
3 Jockey Pumps (60 m3/hr) 2
4 Hose Boxes 40
5 First aid fire trolley 1
6 Water cum foam monitor 48
7 Double headed hydrant point 46
8 Electrical Sirens 1
9 Jet Nozzles 47
10 Universal Nozzles 2
11 Spray Nozzles 2
12 Fog Nozzles 2
13 Sand Scoops 8
14 Gas Sensors 13
15 Emergency Trip Button 9
16 Manual Call Point 19
17 Emergency Kit 1
18 First Aid Box 5
Fire water system
Entire plant secured by Fire Hydrant Ring system. Fire System kept on Auto mode to ensure maintains 7 Kg/cm pressure in the hydrant system
Table 7-19: Details of Fire water system at Tikri Kalan Terminal
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Water Tank No Dia (M) Height (M) Capacity (KL) Total Water
Storage
1 20 15 4300 8600 KL
2 20 15 4300
Fire Engines
No of F/E Pump Engine
LPM Head HP RPM
1 60 m3/hr 105 m 360 1900
2 60 m3/hr 105 m 360 1900
3 60 m3/hr 105 m 360 1900
4 60 m3/hr 105 m 360 1900
5 60 m3/hr 105 m 360 1900
Jockey Pumps
No of Jockey Pumps
Pump Motor
LPM Head (M) HP RPM
1 616 m3/hr 105 m 50 2950
2 616 m3/hr 105 m 50 2950
Fire Hydrant system
There is a well-laid firewater network for the Unit. Double headed fire hydrants and firewater monitors at ground and Sprinkler system as per OISD. Hydrant-over ground- covers the entire plant area (decanting, storage, area). Sprinkler system for all the above ground tanks is available. The details are mentioned in the table below:
Table 7-20: Details of Fire hydrant system at site S. No. Description Quantity
1 Water cum foam monitors 48 Nos.
HVLR (High Volume Long Range) system
HVLR monitors are special application monitors, suitable for high volume applications from a safe distance, ensuring safety of personnel. HVLR monitors find applications where risk of radiant heat from severe fire hazards is high, especially Oil & Gas facilities, flammable liquid storage and processing, ports, etc. While the monitors can be used for any situation where the application of water or firefighting foam on the hazard area is required, it is specifically useful for flammable liquid large spills and tank fires. The high application rates from HVLR monitors are more effective in controlling such fires, resulting in lower extinguishing times
HVLR monitors can be with fixed (on the hydrant system) or mounted on portable trailers or trolleys. An efficient design ensures minimal friction losses, and in spite of high flow capacities, the monitor movement in horizontal and vertical directions can be easily and smoothly carried out through gear operated swivel joints. The monitor design prevents jet reaction forces from affecting the position of
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
the monitor. HVLR Monitors will give optimum performance when mounted with matching Solid Jet nozzles, Master stream nozzles, Water Foam nozzles and Foam barrels.
Table 7-21: Details of HVLR system at site Water tank details
S. No. Capacity (GPM) HVLRM
Fixed Mobile Stand post Size
(Inch)
1 1000/750/500 5 2 6”
Pump details
S. No. Pumps Capacity Head No of Pumps
1 Main pumps (working) 616 m3/hr 105 m 3
2 Stand by pumps 616 m3/hr 105 m 2
3 Jockey pumps 60 m3/hr 105 m 2 Other Firefighting Measures:
� Fire load calculation has been carried out and accordingly firefighting facilities comprising of main pump, stand by pump, jockey pump, diesel driven pump, Hydrant Network, Hose Box, Hose reels, Manual call points, fire alarms, fire buckets, smoke / heat detectors, Water storage of 8600 KL, etc. has been provided as per the OISD, GFR and TAC guidelines.
� Terminal is having required License for respective petroleum products. � Portable fire extinguishers are located at convenient locations and shall at all times be readily
accessible and clearly visible. � Working staff are given training to operate DCP and CO2 extinguishers & Foam trolley. � Heat Detectors for detection of fire for automatic actuation of medium velocity water sprinkler
system are provided at critical locations & shall comply with the design requirements. � Water Sprinkler/ Deluge system is available, wherever required as per the standard. � Fire hydrant network is available in closed loops to ensure multidirectional flow in the system. � Automatic & Manual call points are provided and clearly marked in the installation. � All the fire safety precautions have followed as per OISD Standard. � Fixed foam system or Portable foam and/or water-cum-foam monitors are provided for
suppression of pool fire in tank farm area. � Detectors for the gas monitoring system shall be strategically located at all MS facilities close to
potential source of leakage in line with standard OISD-STD-244. The same shall be controlled from C/R even during power failure.
� Hydrostatic inspection & test of tanks will be done as per standards OISD-STD-129 � Fire water sprinkler system will be provided near potential pipe racks in line with OISD- STD-117 � Two booster engines for proper mixing of foam @ 3 % in foam pump house are available.
Fire siren code as per PNGRB Siren codes
The following fire siren codes are followed for different emergency situations.
� FIRE: For fire situation, the siren shall be wailing sound for 2 minutes. � DISASTER: For disaster situation, the siren shall be wailing sound for 2 minutes repeated thrice
with a gap of 60 seconds.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� ALL CLEAR: For all clear situation, the siren shall be straight run sound for 2 minutes. � TEST SIREN: For testing, the siren shall be straight run sound for 2 minutes.
4. Arrangements to control/mitigate loss/leakage of material & management system in case of leak
� Arrest the leakages from Leakage sources such as flanges, tanks, valves, pipelines etc. � Preventive maintenance to ensure integrity of the equipment is carried out periodically as per
standard operating procedures and maintenance schedule specified by OEM/ISO manuals. � Disaster Management Plan should be formulated based on the observations of Risk
analysis. � The evacuation arrangements & procedures are clearly defined in DMP. � Dyke wall is available to contain the spills. � Dyke/Drain valves shall be kept closed to prevent the accidental spreading of the crude to other
areas through surface drain system. � Depending upon the leaking rate / source etc. the following actions will be taken: � Isolation / cutting of supply to the leaking point transfer to some other vessels / equipment using
protective appliances like hand gloves, Gum boots, Gas mask, PVC suits, Safety kits etc. � Dilution /Flushing with large quantities of Foam. � If leakage is from the tank / road tanker, attempts will be made to transfer the content of the tank
road tanker to some other suitable vessel or another similar tank as in case of flammable chemicals.
� Arrangements of transferring the liquid from the dyke wall shall be done. � Efforts to be made not to allow spread of spillages by neutralizing / earth & barriers. � Outgoing effluent will have to be blocked and taken to effluent treatment plant. It should be
discharged after treatment only. Continuous neutralization should also be arranged.
5. Mutual Aid � IOCL-Tikri Kalan Terminal has written mutual aid agreement with HPCL and IOCL-LPG Bottling
plant to aid / help when required.
6. Other Safety Aspects Followed � Road tanker filling is done through flow meters to prevent overflow of tanker causing possible fire
hazards. Emergency push button stations are available for every bay in the TLF gantry to stop pump operation in case of any emergency.
� Operations in TLF gantry are done only during day time � Static electricity discharge for the road tanker during filling is ensured through earthing of tanker
body using crocodile clip arrangement � The above ground pipelines are inspected periodically as per the preventive maintenance
schedule. Following are the various points that are checked as part of the schedule and the corresponding frequency of inspection:
� Pressure Testing – Once every year � Painting – Once in 5 years � External Inspection – Yearly
� As per IOCL, all storage tanks are provided with minimum two body earthing. The same is checked regularly and kept in good condition.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� The storage tanks are maintained based on a defined preventive maintenance schedule. Following are the various points that are checked as part of the schedule and the corresponding frequency of inspection:
� General Inspection – Half yearly � External Inspection – Yearly � Inspection of Roof and Seals – Monthly � Tank Cleaning- Once in 5 years � Inspection of Roof Drains – Both articulated and emergency – Monthly � PV / Vents – Half Yearly � Painting of Tanks – Once in 5 years
� Similarly IOCL has a detailed preventive maintenance for critical equipment like pumps, valves, loading arms and hoses, flanges, gaskets and bolts, electrical equipment, fire hydrant system and safety relief valves.
� Hydrocarbon detectors are installed & High Level Alarms are installed. � American Petroleum Institute codes 1105, 1104 and 1102 are adopted for construction, welding
and layout standards. � All electrical facilities with earthing grid suitable for hazardous environment are provided. � Necessary instruments and logics are installed to safeguard equipments, system and operating
personnel. � Laying of pipeline 1 Meter below (minimum cover) ground so as to ensure safety to the
population along the pipeline route, if any. � No discharge of any pollutant substance to outside environment. � Regular patrolling of the pipeline route is done. � Continuous monitoring of pipeline through SCADA and leak detection system is done. � The pipeline system is so designed, constructed and operated as per International Code
conforming to ASME B 31.4 and Oil Industry Safety Directorate (OISD) code 141 and 138 for transportation of petroleum products through pipeline. The pipeline route is selected to minimize environmental impact, avoid densely populated areas, etc.
� Block valves are provided at appropriate locations to en-route the pipeline for isolating the pipeline sections.
� Corrosion protection of pipeline by three layer polyurethane (3LPE)/ dual layer fusion bonded epoxy (DFBE) / Coal tar enamel (CTE) protective coating and Impressed current cathodic protection. Corrosion inhibitors are used for pipe internal protection.
� Pigging facilities for periodic cleaning the inside surface of the pipeline is available. � PLC based Instrumentation system is provided at the stations for monitoring & control of
operating parameters as well as for safe operation of the equipments. The station instrumentation consists of control system, flow, pressure, temperature and density measurement systems, level indicators & switches, pressure switches, flow switches, UPS etc., The stations have been provided with PLC based station control system with computer-based console to perform local function and to monitor and report local conditions.
� The Supervisory Control And Data Acquisition System (SCADA) enables for online monitoring of pipeline parameters of all stations and also to perform remote control operations. Software for Leak detection program, batch tracking, pig tracking, interface detection are installed.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Maintenance plays a vital role in proper upkeep of the pumping station and pipeline. Regular records of maintenance of history and preventive maintenance practices are scrupulously followed to ensure pipeline performance and safety.
� Fire protection in Auto Mode and HSE Management system � Setting up of safety MIS system and sending Exception reports to the head of organizations or
CEO. � All standby equipments are maintained, tested and operated monthly and record maintained.
Similarly, backup power for safety equipment and instrument should be checked periodically and observations be recorded
� Work permit system is strictly followed. There are definite well established safe procedures for critical jobs like hot work, tank entry etc. Critical jobs are carried out only under the supervision of competent people.
� Fire mock drills are conducted monthly involving all plant personnel.
7.3 DISASTER MANAGEMENT PLAN (DMP)
7.3.1 Objective of DMP In order to be in a state of readiness to face any accident or disaster caused by the project operation, a Disaster management plan is required to be prepared. The plan should cover possible disaster, On and Off-site emergency preparedness plans, establishment of emergency Control Centre (ECC), Location of emergency services and duties of officers / staff during emergency.
The purpose of this plan is to provide M/s. IOCL, Tikri Kalan Terminal with the means to effectively utilize all the resources at its disposal for the protection of life, environment and property. The same DMP shall be updated after expansion to cover new plants or facilities, if required. The details of the same are discussed in the following sections.
7.3.2 Definitions and Classification of Emergency
An Incident: Undesired event giving rise to death, ill health, injury, damage or other loss.
A Major Incident: Is a sudden, unexpected, unplanned event, resulting from uncontrolled developments during an industrial activity, which causes or has the potential to cause. Serious adverse effects immediate or delayed (death, injuries, poisoning or hospitalization) to a number of people inside the installation and / or to persons outside the establishment, or significant damage to crops, plants or animals or significant contamination of land, water, air or an emergency intervention outside the establishment (e.g. Evacuation of local population stopping of local traffic) or significant change in the process operating conditions, such as stoppage or suspension of normal work in the concerned plant for a significant period of above, or any combination of the above effects.
An Emergency: An emergency is an abnormal event, which could result in danger to personnel, property and environment. It could be due to fire, Explosion, Heavy spillage of hazardous liquid, toxic gas release etc.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
A Major Emergency: Is one that may affect several departments within it and/or may cause serious injuries, loss of life, and extensive damage to property or serious disruption outside the works? It will require the use of outside resources to handle it effectively.
NOTE: Emergency due to operating conditions, uncontrolled reaction, small fire, small gas leak, spill, failure of power, water, air, steam, cooling media, scrubbing media etc. and which can be locally handled by plant personnel alone (without outside help) is not considered as major emergency.
Disaster:
Is a catastrophic situation in which the day-to-day life patterns are, in many instances, suddenly disrupted and people are plunged into helplessness and suffering and as a result need protection, clothing, shelter, medical and social care other necessities of life, such as: Disasters resulting from natural phenomena like earthquakes, volcanic eruptions, storm surges, cyclones, tropical storms, floods, landslides, fierce fires and massive insect infestation. Also in this group, violent drought which will cause a creeping disaster leading to famine, disease and death must be included.
Second group includes disastrous events occasioned by man, or by man's impact on the environment, such as armed conflict, industrial accidents, factory fires, explosions and escape of toxic releases of chemical substances, river pollution, mining or other structural collapses, air, sea, rail and road transport accidents, aircraft crashed, collisions of vehicles carrying inflammable liquids, oil spills at sea and dam failures.
Hazard:
Source or situation with a potential for harm in terms of injury or ill health, damage to property, damage to the workplace environment or a combination of these
RISK:
Combination of the likelihood and consequence(s) of a specified hazardous event occurring
On-Site Emergency The On-site emergency plan: deals with, measures to prevent and control emergencies within the factory and not affecting outside public or Environment.
Off-Site Emergency The Off-site emergency plan: deals with, measures to prevent and control emergencies affecting public and the environment outside the premises
Classification of Emergency: The level of emergency can be classified in three categories:
LEVEL - I: This is an emergency or an incident which can be effectively and safely managed, and contained within the site, location or installation by the available resources. It has no impact outside the site, location or installation.
On-site ERDMP Plan shall be put in action in case of Level - I emergency
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
The possible emergencies which can come under Level - I Emergencies are
� Oil spills from the flanges/ Piping/ Hammer Blinds/ Gate Valves. � Pinhole leakage from Piping � Failure of gasket resulting in leakage � Actuator leak, pump seal leak, Drain valve leak, instrument leak, Corrosion pit3ting leak, � Improper venting, transformer oil leak
LEVEL - II: This is an emergency or an incident which, cannot be effectively and safely managed or contained at the site, location or installation by available resource and additional support is required. It is having, or has the potential to have an effect beyond the site, location or installation and where external support of mutual aid partner may be involved. It is likely to be danger to life, to the environment, to company assets or reputation.
The possible emergencies which can come under Level - II Emergencies are
� Spillages from tank truck due to over flow while loading. � Spillages from storage tank during receipt. � Floating roof getting struck in the tank. � Tank containment failure and release of flammable petroleum Product. � Leakage from piping due to damage by external sources, sabotage, pilferage. � Failures caused by corrosion defects, � Failures caused by miscellaneous factors such as pipe material defects, natural hazards. � Failures caused by external mechanical interference, � Transformer oil leak, short circuit,
On-site ERDMP Plan shall be put in action in case of Level - II emergency.
LEVEL - III: This is an emergency or an incident with off-site impact which could be catastrophic and is likely to affect the population, property and environment inside and outside the installation, and management and control is done by district administration, although the Level-3 emergency falls under the purview of District Authority but till they step in.
It should be responsibility of the unit to manage the emergency. Other incidents, which can also result in a Level - III emergencies, are:
� Burst of product piping inside premises. � Failure of pipelines � Failure of storage tanks � Pool fires � Vapour cloud explosion. � Any excess leak arising out of emergencies identified in level I & II � Natural Perils – Earthquake, flood, tsunami � Sabotage, Bomb explosion / Threat Agitation / forced entry by external group of people.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Note: Level- I and Level-II shall normally be grouped as onsite emergency and Level-III as Off-site emergency.
7.3.3 Objectives of Emergency Management System The objectives of the emergency management system are summarized as under.
� To define and assess emergencies, including risk and environment impact assessment. � To control and contain incidents. � To safeguard employees and people in vicinity. � To minimize damage to property or/and the environment. � To inform employees, the general public and the authority about the hazards/ risks assessed,
safeguards provided, residual risk if any and the role to be played by them in the event of emergency.
� To be ready for ‘mutual aid’ if need arises to help neighboring unit. Normal jurisdiction of an OEP is limited to the own premises only, but looking to the time factor in arriving the external help or off-site plan agency; the jurisdiction must be extended outside to the extent possible in case of emergency occurring outside.
� To inform authorities and mutual aid centers to come for help. � To effect rescue and treatment of casualties. � To count injured. � To identify and list any serious injuries and or fatalities. � To inform and help relatives. � To secure the safe rehabilitation of affected areas and to restore normally. � To provide authoritative information to the news media. � To preserve records, equipment etc, and to organize investigation into the cause of the
emergency and suggest preventive measures to stop its recurrence. � To ensure safety of the works before personnel re-enter and resume duty. � To work out a plan with all provisions to handle emergencies and to provide necessary inputs for
emergency preparedness and the periodical rehearsal.
7.4 EMERGENCY ORGANIZATION AND RESPONSIBILITIES Detailed information on roles and responsibilities of various coordinators and other employees and action to be taken in case of emergency in IOCL Tikri Kalan terminal is provided in next section. The success of control of an emergency situation depends upon the timely action by the key personnel of the organization.
Role of key personnel is clearly defined to avoid confusion and to meet the emergency effectively. The Chief Incident Controller and the Site Incident Controller are two main positions for effective control of an emergency at site. They shall be supported by Emergency Management Team comprising of technical resources from Operations & Maintenance, mechanical, electrical, instrumentation, civil, communications, technical services etc. Fire & Safety, Security, HR (Personnel & Administration), Finance & Accounts, C&P personnel shall also take due roles & responsibilities.
Also following coordination functions are not nominated separately but assigned to members of Support & auxiliary services.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
1. Human resources and Welfare Services 2. Transport and Logistic Services 3. Media and Public relations 4. Operation and technical Coordination
Figure 7-19: Emergency Organization Chart
7.4.1 Roles and Responsibility During an emergency situation, Roles & Responsibilities (duties) of IOCL personnel’s are defined below:-
Responsibilities of Chief Incident Controller (Location-In-Charge) 1. Preparation, review & updating of ERDMP Document 2. Assessment of Situation, declaration of emergency and activation of the action plan. 3. Mobilization of main coordinators & key personnel at respective locations 4. Activation of Emergency Control Centre (ECC).
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
5. Depending on seriousness of the emergency, seek assistance mutual aid members & external agencies like Police, Fire Brigade, Hospitals etc.
6. Exercise control of the unaffected areas. 7. Continuously review and monitor the emergency situation. 8. Direct shutdown of Plant and evacuation of personnel as and when necessary. 9. Ensure that injured are receiving prompt medical treatment, take stock of casualties, if any and
that relatives are properly informed / advised. 10. Ensure correct accounting and position of personnel. 11. Taking decision in consultation with district authorities, when the Off-Site Emergency is to be
declared. 12. Regulate vehicular movement in the factory. 13. Arrange for chronological records of the incident / emergency. 14. If emergency is prolonged, arrange for replacement of emergency handling personnel. 15. Authorize statements to external agencies, media. 16. In case of escalation of situation which may lead to damage to nearby population inform district
authorities to warn nearby population. 17. Ensure that incidents are investigated and recommendations are implemented.
Responsibilities of Site Incident Controller (Dy. Manager (Terminal)) The Site Incident Controller (SIC) will be identified by the Chief Incident Controller and will report directly to him. Responsibilities of the Chief Incident Controller shall include the following:-
1. He shall put in action workable emergency control plan, establish emergency control centre, organize and equip the organization with ERDMP and train the personnel.
2. Immediately on knowing about the emergency, he shall proceed to the site. 3. Assess the level of emergency and apprise CIC / ECC about situation 4. Activate the emergency procedure / control plan as required. 5. Direct all operations within the affected area as per priority. 6. Ensure affected area is cordoned off and all non-essential workers in the affected area are
evacuated to the assembly point. 7. Ensure search, rescue and firefighting operations are started. 8. Minimize damage to Plant, property & environment. 9. Alert medical centre and any specialist support as required.
Responsibilities of Administration and Communication Coordinator (Location-In-Charge) Communications Coordinator shall ensure that:
1. ECC communication equipment and systems are maintained to a high standard and functional throughout the emergency.
2. Back-up communication system is available in the event of the ECC Room. 3. Providing quality and diverse communication systems for use in routine and emergency situations.
Responsibilities of Fire Safety Coordinator (HSE Officer) 1. Activate local Siren(s). 2. Rush to the site and take charge of fire and rescue operations. 3. Work in close association with site incident controller / chief incident controller. 4. Render technical guidance and logistics to fire personnel. 5. Establish danger zone and arrange barricading if necessary. 6. Ensure sufficient firefighting chemicals and rescue equipments are available at site. 7. Ensure that firewater pump house is manned and sufficient hydrant pressure in fire water mains
and monitor water level in reservoir.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
8. Arrange for additional fighting resources help from mutual aid partners & other fire services if necessary, in consultation with site incident controller.
9. Coordinate with outside fire brigades and agencies for firefighting / rescue operations. 10. Ensure that casualties are promptly sent to first aid Centre / hospital.
Responsibilities of Support & Auxiliary Services Coordinator (Dy. Manager (Terminal)) 1. Rush to his office and take charge of medical, welfare and media. 2. Activate medical Centre and render first aid to the injured by assigning first-aid personnel to
specific duties. 3. Arrange additional medical supplies, drugs and equipment spares for firefighting, as required. 4. Arrange ambulance for transporting casualties and coordinate with hospitals for prompt medical
attention to casualties. 5. Keep all the vehicles and drivers in readiness and send vehicles as per requirement of different
coordinators and officials to mobilize transport to various teams for facilitating the response measures;
6. To monitor entry and exit of authorized personnel into and out of premises; 7. Head Counts at assembly points. 8. Take care of public relation, inform relatives of injured. 9. Arrange canteen facilities and proper food / refreshment. 10. Arrange to meet emergency clothing requirement. 11. Arrange to contact the families of the injured. 12. Maintaining public relation and arrange media briefing wherever necessary 13. To control the mob outside, if any, with the assistance of the police and to provide administrative
and logistics assistance to various teams; 14. Issue press statement with the approval of Competent Authority / OIC. 15. Take help of welfare bodies, social organizations, NGO’s, local administrations, blood bank, blood
donors, hospitals, doctors, ambulance services, water supply department, transport hire service, catering services as per requirement.
16. Inform police, civil authorities, statutory authorities etc. with the approval of OIC, if necessary.
Responsibilities of Haulage & House Keeping Team (Mechanical) 1. Rush to the site. 2. Work in close association with site incident controller. 3. Assist site incident controller in assessing scale of emergency and take corrective action to
minimize damage to equipment/Plant in consultation with other coordinators. 4. Ensure that key mechanical personnel are present at site with proper tools. 5. Render technical guidance and logistics to mechanical personnel.
Responsibilities of Electrical contractor/RSE Automation (Instrumentation/ Electrical) 1. Rush to the site. 2. Work in close association with site incident controller. 3. Assist site incident controller in assessing scale of emergency and take corrective action to
minimize damage to equipment/Plant in consultation with other coordinators. 4. Ensure that key instrument personnel are present at site with proper tools. 5. Render technical guidance and logistics to instrument personnel. 6. Provide assistance to control room engineer for Plant shut down/instrument control requirement. 7. Ensure that key electrical personnel are present at site with proper tools. 8. Render technical guidance and logistics to electrical personnel. 9. Ensure electric supply of affected equipment/area isolated if required. 10. Ensure proper lighting is provided during handling of emergency if required.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Responsibilities of Public Relations In charge (Dy. Manager (Terminal)) A competent and well equipped Public Relations / Information officer well trained in media relations is assigned responsibility of interacting with media, government agencies, local organizations and the general public.
Initial releases will be restricted to statements of facts such as the name of the installation involved, type and quantity of spill, time of spill, and countermeasure actions being taken. All facts must be stated clearly and consistently to everyone. Plans shall also be developed to utilize local media and television stations for periodic announcements during an emergency. This shall also assist in reducing rumours and speculation.
Responsibilities of Operations Coordinator (TLD Section) 1. He shall proceed to control room immediately. 2. Assess the situation and apprise chief incident controller, site incident controller and other key
persons about the emergency situation. 3. He shall handle plant operations under directions of CIC. 4. He shall direct Emergency management team for appropriate action. 5. He shall monitor all critical process parameters, alarms and ensure safety of plant & equipment. 6. Warn all the employees in the affected section/plant area and evacuate them to assembly point if
need arises. 7. Assign Time recorder to start Log of emergency as well as time recording. 8. Initiate rescue activities; and first aid need to be given to injured persons pending arrival of
ambulance. 9. Notify the adjacent areas. 10. Ensure that only persons having authorized duties enter their area.
Responsibilities of ECC /Control Room In Charge 1. Inform to respective sections/coordinators about the emergency. 2. Inform Chief incident controller, site incident controller, TLD operations. 3. Take suitable action to protect the plant in consultation with site incident controller, Section
Operations. 4. Communicate message (telephone) to person(s) working in area/plant. 5. Clearly note down type of emergency and the location. 6. Inform State Emergency coordinators as per emergency telephone list.
Responsibilities of Security Coordinator Security Coordinator reports to CIC / SIC and is responsible for security of installation during emergency. He shall ensure that systematic efforts are launched and no confusion or panic is created. He shall carry out following actions:
1. Assist F&S department in evacuation and escorting workers & visitors to assembly areas. 2. Maintain security of premises in the event of evacuation. 3. Maintain the law and order; assist authorities in case of public unrest. 4. Close all gates, control traffic and allow only authorized persons to enter in consultation with site
incident controller / shift coordinator. 5. Cordon off the area of accident and coordinate with external security personnel if necessary. 6. Direct the external help / authorities to respective coordinators.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Maintenance of ERDMP Records S&D Section maintains records for all kind of emergencies covering near Miss, Level-I (if any), Level-II (if any) and Level-III (if any). DSOs will maintain separate registers for Incident Record, Near Miss, Preliminary Accident report file, Mock Drill Records etc. at their respective Base Stations. Table top exercises are performed before all ERD (emergency response drill) and off site mock drill at Location-In-Charge chamber. Post–disaster documentation like resources deployed, relief, rehabilitation measures and lesson learned to avoid re-occurrence of any such emergency will be prepared by DSO.
Time Recorder An officer will be assigned the responsibility to maintain an accurate time record of key information received from the incident or emergency location and to record the actions initiated by the site incident controller and for implementing the emergency response actions below:
1. To record key incident events / actions on incident status board / display manually or electronically;
2. To maintain essential equipment checklist status; 3. To ensure all status and information is up to date and correctly displayed; 4. To take all necessary recorded material to the alternate ECC room in the event of emergency in
main ECC room; and 5. To maintain a logbook.
List of the IOCL Officials
Table 7-22: List of IOCL Officials S. No. Name Designation Mobile No.
1 Mr. Binod Kumar Jha DGM I/C(T) 9582807501
2 Mr. Arun Kumar Poddar DGM(T) 9999170258
3 Mr. Kuldeep Singh Sindhu SM(T) 9899597000
4 Mr. Pawan Kumar MGR(LAB) 9411166218
5 Mr. Rajesh Kumar MGR(FIN) 9897000845
6 Mr. Bhupendra nagariya AM(TERMINAL) 9758144466
7 Ms. Anchal Sood AM(OPS-SAF) 8860651806
8 Mr. Himanshu Jindal AM(TERMINAL) 7379644449
9 Mr. Manoj Kumar Meena OPS OFFICER 7042714526
10 Mr. Parshotam Kumar Sharma OPS OFFICER 7042621233
11 Ms. Ritu Sharma OPS OFFICER 7289860121
12 Mr. Ankit Kumar Jaiswal Ops Officer 7827151597
13 Mr. Sumit Kumar Tiwari O.O 8588972776
14 Ms. Divya Gupta OPS OFFICER 9811175545
15 Mr. Gajendra Singh Meena OPS OFFICER
16 Ms. Meghana Sudan OPS OFFICER 9205501446
7.4.2 Notification of Emergency Immediately on knowing about the emergency, Incident controller will proceed to the incident scene. He will ensure that all key personnel are informed & outside help is called in.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.4.3 Declaration of Emergency Immediately on knowing about the emergency, the Emergency Controller (COM, Delhi) shall proceed to the Emergency Control Centre – (Main office room). Relieve the incident controller of responsibility for over all main control.
Assess the magnitude of the situation and decide if staff needs to be evacuated from their assembly points.
Depending on seriousness of the emergency, he would declare the Emergency and ensure outside help & inform nearby factories.
7.4.4 Evacuation of Personnel Incident Controller ensures that all non-essential workers / staff of the area affected are evacuated to the appropriate assembly points & the areas are searched for casualties.
7.4.5 Accounting of Personnel Emergency Controller (COM), Delhi shall ensure accounting of personnel in the plant & also through security gate.
7.4.6 Controlling Of Emergency Emergency Control Centre is located at a safer distance to co-ordinate various steps in implementation of the emergency plan. At IOC, Delhi the office of the Chief Operation Manager is identified for this purpose.
The control room is equipped with the following:
1. An adequate number of external and internal Telephone 2. A plan or Plans of the works to illustrate
� Area where there are large inventories of Petroleum fuels � Source of safety equipment � Fire hydrant system & alternate supply source � Stock of other firefighting materials
3. A plot plan of the site making all escapes routes. 4. Table, Chair and other stationeries 5. Normal roll of employees 6. List of key persons and their address with telephone numbers 7. Note pads, pencils etc. to record messages received and any instructions to be passed on through
runners. 8. Log Book 9. Adequate first aid facilities, stretches etc.
7.4.7 Arrangement of Medical Treatment The Rescue Team shall help the incident controller and the combating team in the rescue operation of the victims. Give the required first aid to the affected persons. Shall request outside agencies like hospitals, service organizations for their necessary assistance.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.4.8 Information to the Relatives Of The Injured Site controller ensures that casualties are receiving adequate attention and relatives are advised through communications officer (C. Mgr).
7.4.9 Information to the Govt. Authorities Emergency controller shall liaise with senior officials of police, fire brigade, medical and factories inspectorate.
7.4.10 Law & Order Auxiliary team shall ensure that all people except the employees of the Terminal from the assembly points are sent out of the main gate and Law & Order is maintained.
7.4.11 Alarm Code & All Clear Signal
Fire Orders The product held in the Terminal is of a dangerous nature and a fire, however small is likely to spread rapidly. As is said petroleum fire, controlled in incipient stages can be extinguished otherwise it will be very difficult to control the same. It may result in a national loss. Therefore, it is the duty of every individual to be thoroughly acquainted with the Fire Orders and understand what is to be done on the outbreak of fire.
Disaster Three interrupted wailing sounds of 15 seconds duration each with a gap of 30 seconds – Repeat twice after a gap of one minute – continue for 20 minutes.
All Clear
Long whistle of one minute duration and waving of green flags.
Fire Siren Code as per PNGRB Siren Codes: The following fire siren codes should be followed for different emergency situations.
� FIRE: For fire situation, the siren shall be wailing sound for 2 minutes. � DISASTER: For disaster situation, the siren shall be wailing sound for 2 minutes repeated thrice
with a gap of 60 seconds. � ALL CLEAR: For all clear situation, the siren shall be straight run sound for 2 minutes. � TEST SIREN: For testing, the siren shall be straight run sound for 2 minutes.
Table 7-23: Emergency Do’s and Don’ts Do’s Don’ts
Any One noticing An Emergency
Situation
Actuate nearest fire alarm manual call point and /or inform CR/Fire Station on telephone or inform the supervisor. Wait till arrival of fire crew and then direct to the site of emergency. Further, report to the assembly point.
DO NOT panic and avoid running all over the place, prevent other from doing so. DO NOT enter the site unless instructed or all clear siren/message is heard.
Contractor Stop work on hearing alarm. Assemble at the ASSEMBLY POINT and be ready
DO NOT enters the site, till it is cleared for the normal work by site
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Do’s Don’ts Personnel to evacuate. incident controller.
Security Keep the gate manned; Keep the road clear for movement of fire tenders. Control traffic at gates.
DO NOT allow unauthorized visitors free to enter.
Visitors Leave the place and assemble at assembly point.
DO NOT enter the site if emergency alarm is heard.
All Other Employees on site
On hearing FIRE alarm, go to assembly point and wait for further instruction.
DO NOT panic. DO NOT go to the site of emergency unless specifically instructed by site main/incident controller.
7.4.12 Communication Flow Chart A. The Communications Coordinator shall ensure the following actions below:
1. Ensure the ECC equipment and systems are maintained to a high standard and remain functional throughout the emergency.
2. Ensure a back-up communication system is available in the event of the ECC Room. 3. Provide quality and diverse communication systems for use in routine and emergency situations.
B. Flow of Information
1. Control Centre shall receive the information from field either in person or from the various systems available in the installation.
2. On receipt of information, the control room/TLD In-charge will actuate the ERDMP and notify the emergency to site incident controller.
3. Control room shift in-charge will act as site incident controller till arrival of designated person. 4. SIC or CIC depending upon the level of emergency will activate the ERDMP and inform the
concerned authorities as depicted above in the chart.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Figure 7-20: Communication Flow Chart Note: 1. The Communication flow chart shown above is a typical communication flow chart for notification
of emergency. 2. Wherever communication exists for any level of emergency, it automatically implies that the
communication exists for all higher levels of emergencies.
7.5 INFRASTRUCTURE
7.5.1 Emergency Control Center (ECC) The Emergency Control Center is the place or room from where the operations to handle the emergency are directed and coordinated. A Safer Room has been earmarked/ identified as the Emergency Control Room. At the time of the emergency On-site Chief Controller assisted by other designated coordinators shall take position to perform their duties. The Emergency Control Center will be the focal point in case of an emergency from where the overall operations which handle the emergency are directed and coordinated. Its location outside the area of potential hazards and easily approachable.
Telephone and other facilities required with necessary documents are displayed in ECC for ready reference. ECC has been operated by Chief Terminal Manager.
Table 7-24: Telephone number of Emergency Control Centre
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Control Room 011-32315883 The ECC center is equipped with the following facilities.
1. Copies of the On-site Emergency Plan 2. Layout Plan of the complex 3. Information regarding Safety Equipment, Fire Fighting material 4. Map showing entrance / exit gates. 5. A list of telephones of key and essential staff of the company along with their residential numbers. 6. Copies of the local Telephone Directories. 7. A list of important telephones like neighboring industries, local Fire Brigade, Hospitals, Chief
Inspector of Factories. 8. Personal Protective Equipment. 9. First – Aid Kit. 10. Communication equipment – Internal and External telephones and other communication
equipment. 11. Requisite stationary items. 12. Personnel to act as messengers. 13. Updated lists of names, addresses, and telephone numbers of off-site groups and organizations
are made available that might have to be contacted during emergency. 14. ECC has emergency lights and back up UPS power so that operations can continue in the event of
power failure. 15. Logbooks for recording the sequence of events have been provided to assist in investigating
causes, evaluating performance, and preparing reports. 16. ECC also has dedicated computer, the latest and updated soft copies of all standard operating
practices (SOP) etc.
7.5.2 Assembly Point 1. There is pre-designated areas in safe zone as per Quantitative Risk Assessment, where the
personnel like workers, staff, contractor workers etc. not involved in emergency operations (as per ERDMP) shall assemble in case of an emergency.
2. Depending on the location of the emergency, the assembly point can vary. For each potential hazardous zone, a specific assembly point(s) shall be identified and clearly marked on the zones/maps.
3. The assembly point is clearly marked with directional display board along the route. Route should be well lighted with florescent marking.
4. During emergency, Pre-designated persons would take charge of this point and take the roll call of the people reporting. Provisions should be made for assembly points, communication and headcount facilities at assembly points, and personnel to control the movement of assembled employees.
5. Assembly Points : near Security gate 6. The assembly point coordinators will � Keep in touch with Chief Incident Controller for further instruction. � Ensure the assembling of residents at their nearest Assembly point. � Request the assemble persons, not to panic and be ready for evacuation (if required). � Keep in touch with Welfare and Media Coordinator for arrangement of transport facility for
evacuation (if required) � Carryout the head count of the assembled persons at the respective assembly point and report
the same to the CIC.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.6 MEDICAL FACILITIES Two first aid boxes are available in the Terminal. In case of emergency, one emergency vehicle is always available at Terminal.
First Aid Details First aid is the provision of initial care for an illness or injury. It is usually performed by trained personnel to a sick or injured person until definitive medical Treatment can be accessed.First Aid training for entire staff and employees will be given when the plant gets in operational stage.
Instructions to First Aid Provider 1. Gather information as to how the accident or illness came about. 2. Look out for signs such as swelling, bleeding, immobility etc. 3. Look out whether the victim feels thirst, nausea, cold, pain, numbness etc. 4. Pay special attention to severe bleeding, failure of breathing and shock. 5. Arrange for speedy removal of the victim to proper medical care.
Do’s and Don’ts of First Aid 1. Do the first thing first quickly, quietly and calmly. 2. Stop severe bleeding, if any. 3. Administer artificial respiration if required and continue it till the doctor arrives. 4. Treat for shock. 5. Boost up the morale of the victim to lesson his anxiety. 6. Unless required don’t remove clothes. 7. Don’t try to achieve too much 8. Don’t soak a victim to wake him up. 9. Unless victim complains of cold, don’t wrap with blanket or coat.
First Aid for Specific Accident or Illness 1. Treatment for Shock � Keep patient warm. � Keep head lower than feet � Cover with blankets or coats � Give hot coffee or hot tea
2. Heat Exhaustion Signs to look for: fatigue, irritability, headache, feeling of faintness, cold, clammy skin and a lot of perspiration
What to do:
� Person should be made to lie down in a cool, shaded area or an air conditioned room. Raise feet. � Massage legs towards heart. � Give cold salt water, (1/2 teaspoon to ½ glass of water), or cool sweetened drinks, especially iced
tea and coffee, every 15 minutes until person recovers. � Do not let person sit up, even after feeling recovered. Person should rest for a little while longer.
3. Treatment for Fainting � Place victim in lying down position with head lower than the rest of the body. � Loosen clothing around neck � Ensure plenty of cold air
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Sprinkle face and chest with cold water � Put smelling salt or ammonia to nose � Rub limbs towards body � Give stimulates which victim can swallow.
4. Treatment for Sprains � Ensure absolute rest for victim till the arrival of doctor. � The affected joint should not be used. � If possible elevate the affected joint. � Apply clothes wrung in cold water or shower the joint with very cold water.
5. Treatment for Ordinary Wounds � Prevent touching of the wound � Don’t apply ordinary water since it may contain infectious germs. � Don’t use strong antiseptics like dichloride or mercury or carbolic acid. � Cover the wound with several layers of sterile gauze and bandage firmly but not tightly. � Call the doctor as early as possible.
6. Treatment for Burns and Scalds � Place several layers of sterile gauze over the burn; saturate with 5 per cent tannic acid solution if
available and apply bandage. � For serious burns on the body remove all clothing carefully and treat as per first treatment. � If there are signs of collapse keep the victim warm and give sips of warm coffee or warm tea if not
unconsciousness.
7. Treatment for Gas Poisoning � In all cases of gas poisoning, call the doctor at once. � Remove the victim to fresh air if possible. � Put the victim on a bed in a comfortable position and ensure that he is quiet and composed. � In case of unconscious victim and difficulty in breathing, administer artificial respiration at once.
Table 7-25: First Aid Details S. No. Iteam Quantity (Nos.)
1 Sterilised Cotton Wool (20 Gms) 6
2 Antiseptic/Centrimide (1%) Solution 1
3 Mercurochrome (2%) Solution 1
4 Scissors 1
5 Adhessive Plaster (2.5cms X 5 M) 1
6 Sterilised Eye Pads 2
7 Polythene Wash Bottle(For Washing Eyes) 1
8 Roller Bandages(10cms Wide) 3
9 Roller Bandages(5cms Wide) 12
10 Safety Pins 1 packet
11 Potassium Permanganate Crystals 1
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
List of Antidotes and Emergency Medicines Petroleum products are not acutely toxic, hence antidotes are not necessary.
Arrangement for transferring affected persons to hospitals In the Plant, there is One Staff vehicle is available always for emergency. In case of emergency, this can be pressed into service for transferring victims. The nearby hospitals need to be tied up with MOU for medical assistance in case of emergency, simplifying procedural requirements. In addition, all officers are provided with vehicle which obviously will be made available for transferring people in emergency.
Evacuation Routes for the Ambulance Vehicles for transferring affected persons The main medical emergency management plan involves rescue of the victim through a safe route, ascertaining the level of injury/ fatality, deciding on the extent of medical action required, rushing the patient to nearest first aid center or hospital as the case may be. In addition, of course, informing close relatives of the extent of injury and proposed treatment is very important.
For the facility in question, the incident controller would be In-charge of determining the presence of any victim requiring immediate evacuation from within the plant. The actual rescue operation would be carried out by the “Rescue Team Members” as identified in the Fire Orders. The evacuation route selected would be the shortest one and the one well away from or shielded from heat radiation and as identified in the site layout plan. In case additional water shielding is felt necessary, the same may be done with the help of water sprays/ hydrants etc. along the evacuation path. Victims would be carried away for treatment in stretchers from the site. Petrol Vehicles and scooters are not to be used for rescue within the plant. The role of the rescue team includes (on hearing the siren): rushing to the spot with stretcher and first aid box, rescuing the victims to safe location, giving first aid (there are trained first aiders) etc.
In addition, they should inform the Incident Controller and company doctor (on panel) and request his immediate presence. In case any outside assistance from hospitals etc. is deemed essential, necessary arrangements at the hospital (phoning up and gearing up the hospital to receive the victims) would be made.
In addition, they would need to arrange for the safe transport of the victim by either a company car or hospital ambulance, depending upon the severity. The trained first aiders, during this process should continue giving first aid till such time as necessary.
In addition, monitoring the condition of victim throughout this ordeal is essential- any signs of deterioration in breathing, infection of open wounds etc., must be brought to notice immediately.
Details of neighboring Medical Facilities:
Table 7-26: Contact Details for Medical Facilities
7.7 EVACUATION & SHELTERING Planning and training on evacuation techniques are important in preventing injuries. Evacuation of local communities or people near the site may be prudent depending on the situation and down-wind dispersion information etc. Although this action is normally be initiated and handled by district authorities, the affected installation would help to implement such evacuation.
This evacuation plan considers: 1. Basis for recommending on-site or off-site actions 2. Authorized person for area or site evacuation 3. Mode of communication 4. Training in locating exits from buildings, areas and the site 5. Location of escape equipment – 6. Provisions for flashlights or other supplemental lighting 7. Which areas can function as safe area – 8. Moving crosswind from gas or fume releases, etc. 9. Provision of food and drinking water at assembly point and transfer Point
If evacuation takes place after initial head counts are reported, means for recounting may be necessary. Where it is safe to do so, areas being evacuated will be thoroughly searched to ensure everyone has departed safely. Portable mobile vehicle for announcement is available in the emergency.
If a major industrial accident does occur, the general public in surrounding areas will have very little time to react and save themselves. The local population will have to be warned in a very short period. Time available to population for a safe escape and threatened by the accident will depend on the nature of accident. A fire will give more time to escape and generally area affected will be small. Effects of a fire on population will be injuries due to thermal radiation. An explosion will give little time to warn population and area affected may be much larger than that in case of a fire. Effects of an explosion on the population will be injuries caused by shock wave, flying debris collapsing structures as well as exposure to thermal radiation.
For inside battery area: The entry of contract personnel working inside the battery area is through Main Gate only. In case of emergency / major accident / disaster, assembly points have been identified and marked in the pipeline area for assembling of people for head counting / transportation to a safe place.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
For outside battery area: Evacuation of the population effected villages / other places outside the battery area depending on the emergency and provision of temporary shelter and supplies (in the relief camp) will be under the overall control of the District Administration.
Periodic assessment: Incident Controller (Chief Coordinator), will carry out periodic assessment of the actual disaster zone and resources deployment and status report of the same will be given to Delhi HQ.
Actions by general population On being warned of a major industrial accident general public should take the following actions:
1. Immediately go outdoors 2. Extinguish all flames 3. Keep torches handy. Store water for emergency use 4. Do not jam emergency phone lines by calling emergency services. 5. Wait for further instructions from emergency services before moving out.
Evacuation In major disaster, it may become necessary to evacuate people from and around the area likely to be affected by accident. Sometimes, the evacuation may have to be made to safe places within the complex area itself. At other times, however, specially in cases of catastrophic disaster, it will be necessary to shift the entire population outside the complex area to certain pre-designated places fixed in advance. The task may be difficult as there will be no notice or very short notice of a calamity, there may be failure of electricity, there may be shortage of manpower resources etc.
Requisitioning of buses / trucks The Local Police station in-charge under the respective station will be the Commander-in-Charge of evacuation under the direction of respective Superintendent of police. He will determine the extent of evacuation necessary in view of the likely hazards of disaster. Once this is decided upon, the next job would be to effect necessary evacuation as quickly as possible. Whether evacuation is internal in the complex area itself or external, transport facilities would be a major requirement. For this the evacuation Commander will requisition all available buses / trucks. A list of such vehicles should be prepared in advance and kept ready. For this purpose, he may also requested buses from the SRTC (State Road Transportation Corporation). For ordering evacuation, it will be necessary to fix up pick-up points in different areas in advance so that residents would know where exactly to board the buses. The buses / trucks will be lined up at these points for shifting people to safe places. The entire area to be evacuated should be divided into convenient sectors and each sector should be placed in charge of a senior officer, whose duty it would be to ensure that all persons from this sector are compulsorily shifted. Help of security / police staff should also be taken in achieving this task, if considered necessary. Repeated announcements should be made over mobile-vans, fitted with mikes, directing people to evacuate immediately and board buses / trucks at pick – up points. Staff who would be employed for supervising arrangements at pick – up points should be earmarked in advance. The routes by which evacuation will be made from different areas will be fixed in advance. The drivers of buses / trucks will be informed about their routes and also about their destinations where the residents are to be off-loaded. In the case of shifting to city, the Chairman of Municipality should be informed for keeping
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
the places of accommodation ready to receive evacuated persons and also to make other arrangements. Sheltering of shifted people will be taken care of by DC.
Education Educating general public about the potential hazards associated with pipeline and actions to be taken in case of accident, will one of the key areas of disaster management plan. For this purpose, the following actions are proposed:
Pamphlets / booklets regarding industrial hazards will be prepared and distributed to general public of the concerned area. Help of voluntary organizations and local schools will be taken to conduct educational sessions to make people aware of the actions that the general public should take in case of any major emergency.
Periodic meetings with the village heads to educate them.
7.8 DECLARATION OF ON-SITE & OFF-SITE EMERGENCIES 1. An emergency starts as a small incident, which may become a major incident with passage of
time. At the initial stages, the emergency organization chart shall be put into action. If the incident goes beyond control, the chief incident controller will actuate the on-site emergency plan at the appropriate stage as considered necessary.
2. During idle shift or holidays, the security personnel will combat the incident as per the ERDMP organization chart.
3. When emergency becomes catastrophic and evacuation beyond the plant premises is considered necessary by the chief incident controller, the situation will be handed over to district authority for implementing the off-site emergency plan.
4. The management of emergency henceforth has to be controlled by the district crisis management group under the supervision of the District Collector/DDMA.
5. In addition to preparation of on-site emergency plan, furnishing relevant information to the district authorities for the preparation of off-site emergency plan is a statutory responsibility of the occupier of every industry handling hazardous substance.
Who should report the fire disaster and how: Any person in the pump station / tank farm who sees a fire or unsafe conditions anywhere in the Terminal /tank farm are should report it at once to the Control Room. Person reporting the fire / emergency should state the location at a prominent place to guide fire-fighting crew arriving on the scene. The man should try to attempt to mitigate the emergency, extinguish the fire with the equipment available nearby till arrival of firefighting crew. He should draw the attention of nearby people by shouting ‘FIRE, FIRE, and FIRE’.
Declaration of the Disaster � Level 1 & 2 disaster- The disaster is declared by the Chief Incident controller. � Level 3 disaster- The disaster is declared by District Authority
Initial Announcement of an Emergency Any untoward incident/emergency has to be reported either by person or through telephone/ Walkie-Talkie or by any other means to the Location In-Charge/ Security Gate. The Location In-Charge shall act as per Roles & Responsibility defined in previous section
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Incident Controller shall decide the nature of emergency [Minor/Major/Disaster] and take appropriate action. In the event of Emergency, the same will be communicated to all Coordinators. All employees will report to nearest Assembly points as specified, on hearing the siren or getting the message over telephone/ Walkie-Talkie. Maintenance personnel/Contract workmen working with machines also proceed for Assembly point after leaving the machine in safe condition. Note: The announcement regarding Major Emergency will be made by the Location-in-Charge [Chief incident Coordinator] or his nominee as information first becomes available on an incident. This plan has been developed to deal with emergency incidents which occur totally within the Indian Oil Tikri Kaln Terminal premises and which do not endanger the outside community. Emergency incidents will be classified by the level of response that will be required. The actual classification will be made by the Location-In-Charge or his nominee as information first becomes available on an incident. The level of response may change as more information becomes available or conditions change. Where information is missing, the worst case scenario will dictate the level of response.
Level 1: Minor Emergency Incidents with minor release or leak of products or other emergency, which amounts to minimum spill or minimum release of volume, could pose a minor threat to the safety of employees, residents, the environment or property and can be safely contained On-Site, which doesn’t produce any off site impact and doesn’t seek any outside involvement.
Level 2: Major Emergency Incidents with moderate release or leak of petroleum products handled or other emergency, which amounts to moderate spill or moderate releases, could pose a moderate threat to the safety of employees, the environment or property which could have been safely contained on-site, could produce off site impact and could seek any outside involvement and could require outside resources.
Level 3: Disaster Incidents with major releases or leak of hydrocarbon products or other emergency, which amounts to large spill or large release of volume involved, could pose a total threat to the safety of employees, residents, the environment or property which produces off site impact and require large outside involvement & district outside resources.
Contact details for Internal and External Authorities
Table 7-27: Emergency Contact Number – District Authorities S. No. Name/ Designation Contact Number
1 District Magistrate 011-27396629
2 Addl. District Magistrate 011-23963313/ 23230698
3 City Magistrate 9415209507, 9454416950
4 Sub Divisional Magistrate 011-23918044 / 22476007
5 SP Mundka 02853-20106571 / 5032
6 ASP Mundka 011-65715032,28352011
7 SHO Mundka 011-28352010
8 ACP Nagloi 011-25946800
9 District Collector (D.C, West) 011-27396629
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Termination of emergency period and restoration of normalcy period, which follows all clear sirens, shall also be declared by the “Site Coordinator” or the higher management who replaces him.
Fire / Vapour Cloud Explosion / Emergency 1. First responder is an operator or maintenance worker who on discovering fire / explosion /
product leak shall inform to local CR.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
2. Try to extinguish or contain fire with help of nearest available fire extinguisher, water hydrant, Water Cum Foam Monitors without endangering himself.
3. Immediately notify control room, confirm location, type & extent of emergency, numbers of injured personnel, nature of injuries, name of reporter etc.
4. Control room section operator shall inform to Location In-charge who shall take charge to deal with emergency
5. Fire coordinator shall take immediate action to control emergency. 6. Security coordinator shall carry out rescue operations at site and control of personnel to those
required for emergency control. 7. SIC shall rush to site with members of Emergency Management team and take action to mitigate /
contain emergency. Time to time, he shall communicate to CIC regarding status & action plan of emergency and execute his instructions.
8. All coordinators shall be at respective duty stations and obey instructions from CIC. 9. CIC will assume full responsibility of emergency action plan. He shall take decision regarding level
of emergency, start of Emergency Control Centre (ECC). 10. CIC shall take necessary emergency control measures till situation is brought under control. He
shall initiate actions & decisions regarding:
� Operation & maintenance � Shut-down of Terminal & equipment � Evacuation of personnel � Medical assistance to injured � Assistance from mutual aid members and external agencies. � Escalation of emergency & reporting incident to district authorities � Communication & assistance to affected public
11. When emergency becomes catastrophic and evacuation beyond the Terminal premises is considered necessary by the chief incident controller, the situation will be handed over to district authority for implementing the off-site emergency plan.
12. The management of emergency henceforth has to be controlled by the district crisis management group under the supervision of the District Collector/DDMA.
13. In addition to preparation of on-site emergency plan, furnishing relevant information to the district authorities for the preparation of off-site emergency plan is a statutory responsibility of the occupier of every industry handling hazardous substance.
7.9 OCCUPATIONAL HEALTH & SAFETY PROGRAMME M/s. IOCL, Tikri Kalan; has prepared the Occupational Health Surveillance Programme for its existing facility. The same programme shall be updated (if required) after the expansion, to cover new plants or facilities. The details of the existing programme are described in the following sections.
7.9.1 Occupational Health Occupational health needs attention both during construction & erection and operation & maintenance phases. However, the problem varies both in magnitude and variety in the above phases.
7.9.2 Hospital Facilities � Company has made formal agreements with nearby hospital having facilities to attend fire for
attending the affected persons in the emergency arising out of accidents, if any.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� One ambulance is available round the clock in the factory to transport the victim/injured person from the factory to the nearby hospital. Ambulance is equipped with Stretcher, First aid box, Oxygen Cylinder, Mask, etc.
7.9.3 Factory Medical Officer/OHC A qualified doctor has been appointed as FMO on retainer-ship basis. Apart from him, Paramedical Staff has also been employed. Adequate no. of employees are trained in First aid.
Proposed Facility to Be Made Available At OHC A Room has been provided to be operated as OHC. The center is equipped with following medical equipments
1. Examination Table
2 Dressing Tables For performing Dressing
3. Glucometer For measurement of Blood Sugar
4 Vision chart To evaluate vision acuity
5. Nebulizer For relieving coughs & Breathing Difficulty
6. Infra-red light for relieving muscular pain
7. Suction machine For cleaning airway
8. Autoclave machine For sterilizing cotton &dressing material
9. Weighing Machine For measuring body weight
10. Medical Oxygen Cylinder kit
11. Sphygmomanometer To measure blood pressure
12. Refrigerator To preserve medicines
13. Thermometer
7.9.4 Periodic Medical Examination Periodic Medical Examination is being conducted as per the following schedule;
Workers employed are examined by a Qualified Medical Practitioner/ Factory Medical
Officer, in the following manner:
1. Before employment, to ascertain physical fitness of the person; 2. During employment, once in a period of 6 months, to ascertain physical fitness of the person to
do the particular job;
Medical examinations are then documented in Form no.: 32 & 33 and maintained.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
7.9.5 Details of Occupational Health Impacts and Safety Hazards Occupational Hazards Identification Occupational Health Impacts
� Exposure to Flammable Chemicals.
� Fire due to Static charge generation
� Slip/trip, fall, electric shock, etc.
� Spillage/leakage, Overflow,
� Pipeline Rupture
� Equipment failure
� Damage to nearby equipments,
� Fall Injury, Electrocution,
� Body Injury, Burns, Skin sensitization,
� Severe irritation to eyes & skin,
� Respiratory disorder,
� Toxication, Irritation,
� Fatality, etc
Mitigation measures/ Safety Measures proposed to avoid the human health hazards are mentioned in additional studies. In addition to these safety measures, personal protective equipment (IS approved) like safety Helmet, Safety shoes/ Gumboots Hand gloves, Gas Mask / Nose Mask, PVC apron, SCBA Set, PVC pressure suit, goggles, hood, etc. will also be provided to the required personnel.
7.9.6 Health Status Evaluation of Workers (Exposure specific) 1. Management has device a plan to check and evaluate the exposure specific health status
evaluation of workers. 2. Workers are checked for physical fitness with special reference to the possible health hazards
likely to be present, where he/she is being expected to work before being employed for that purpose. Complete medical examinations including PFT, Urine and Blood examination, Liver Function tests, chest X-ray, Audiometry, Spirometry Vision testing, ECG, etc. is carried out. However, the parameters and frequency of such examinations are decided in consultation with Factory Medical Officer and Industrial Hygienists and the details of the same are maintained in record.
3. While in work also, all the workers are periodically examined for the health with specific reference to the hazards which they are likely to be exposed to, during work. Again, the parameters and frequency of such examination are decided in consultation with Factory Medical Officer and Industrial Hygienists. Monthly and yearly report of the health status of workers with special reference to Occupational Health and Safety, is maintained.
7.9.7 Action Plan for Safety System Following action plan for Safety System has been implemented:
Safety Organization/Committee A qualified and experienced safety officers are appointed together constitute a safety committee and meetings are held at least once in a quarter. Safety Saturday meeting is also organized sometimes to share the problem or suggestions, if any. The responsibilities of the committee include identification of the hazardous conditions and unsafe acts of workers and advice on corrective actions, conduct safety audit, organize training programs and provide professional expert advice on various issues related to occupational safety and health.
Safety organization is responsible to ensure compliance of Safety Rules/ Statutory Provisions. Safety Organization organizes Safety contests like Safety Slogan, Quiz, Safety Poster, safety Speech by individual, Safety Exhibition, etc. to educate the staff, workers, operators on safety aspects. Employees,
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
contractor employees and their representatives are properly informed of their rights and process hazard analyses.
Safety Circle In order to fully develop the capabilities of the employees in identification of hazardous processes and improving safety and health, safety circle is also constituted. The circle would consist of about three to four employees. The circle normally meets for about an hour every week.
Safety Training Company has made a policy of identifying the Safety Training Needs at different positions/levels. Safety trainings are arranged by Safety department in consultation with the plant/area in-charge and the Occupier and sometimes external faculty is also deputed for the same. One day training on safety induction is arranged for each category of new employee.
In addition to regular employees, limited contract labors are also allowed to attend safety training. To create safety awareness, safety films are shown to workers and leaflets are distributed. Training programmes cover plant safety rules and hazard communication, safety aspects, BBS, etc. Bulletins on health awareness are circulated through mails. Visits to safety institutes / organizations are also arranged. The man days and man-hours used in safety training are recorded. Safety training calendar is devised for one year. It is also ensured that the given training works in the proper safe direction.
7.9.8 Plan And Fund Allocation To Ensure The Occupational Health & Safety Of All Contract And Casual Workers
Company has prepared Safety Plan and implemented for the existing project activity. Also, management has allotted funds to ensure the occupational health & safety of all contract & causal workers to allocate sufficient resourece like PPEs also allotted a special budget for employees appreciation for proactive and rescue operations. The same shall be followed for the expansion facilities also. Details of the same are as follows:
� To allocate sufficient resources (like PPEs) to maintain safe and healthy conditions of work; � To take steps to ensure that all known safety factors are taken into account in the design,
construction, operation and maintenance of plants, machinery and equipment; � Daily briefing/ safety instructions are given by security at main gate, � Daily checking of helmet and shoes is done by security at gate, � Tool Box Talk by plant personnel before startup of work, like informing employees about
materials, equipment or processes used in their work which are known to be potentially hazardous to health or safety;
� To keep all operations and methods of work under regular review for making necessary changes from the point of view of safety in the light of experience and up to date knowledge;
� To provide appropriate facilities for first aid and prompt treatment of injuries and illness at work; � To provide appropriate instruction, training, retraining and supervision to employees in health and
safety, first aid and to ensure that adequate publicity is given to these matters; � To ensure proper implementation of fire prevention methods and an appropriate firefighting
service together with training facilities for personnel involved in this service; � To organize collection, analysis and presentation of data on accident, sickness and incident
involving people injury or injury to health with a view to take corrective, remedial and preventive action;
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� To organize safety programs, celebrating safety week, safety competitions during safety week, etc.;
� To promote through the established machinery, joint consultation in health and safety matters to ensure effective participation by all employees;
� To publish/notify regulations, instructions and notices in the common language of employees; � To prepare separate safety rules for each type of occupation/processes involved in a terminal; and � To ensure regular safety inspection by a competent person at suitable intervals of all buildings,
equipments, work places and operations.
7.10 TRAINING & MOCK DRILLS Training to all contractor workers is mandatory before entering inside the terminal area and to achieve the goal daily training is organized.
Training to contract supervisors is given as per OISD Standard - 154. The course content includes knowledge of petroleum product and their hazardous property, prevention of fire / accident and safety precaution etc.
Firefighting safety training is given to contractor, supervisor and workers. Refreshers training shall be conducted at regular intervals:
� Training on handling of 10/75 kg DCP Fire Extinguishers, Hose handling, connection and fighting with firefighting facilities viz. hydrant, monitors, DV‟S, sprinklers, etc. are provided to contract Workmen, Security Guards and Officers.
� Training on handling 10 kg DCP Fire Extinguishers has been provided to all PCVO crew members. � PCVO crew and contract staffs are allowed inside the plant to start work only after attending DCP
handling training and OISD-154 training. � All our security guards are training to operate the Fire engine and DG and they can also operate
DV in case of emergency in addition to the above. � All company and contract staff are been trained as per OISD 154 including refreshers training. � All security staff is trained as per OISD 154 including refreshers training. � All PCVO crew members are trained as per OISD 154 and in defensive driving training also
including refreshers training. � Company staff is all trained in First Aid Training as per Factories Dept. � All company and contract staff is trained in SOP on Plant Operation.
Photograph 7-2: Existing Greenbelt within Plant Premises
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
To CISF/security personnel: All security personnel are trained once in a year in fire & safety training regularly by Tikri Kalan Terminal.
To Employees: All employees are covered in F&S training and refreshing training conducted at regular intervals.
Mock drill: To evaluate the effectiveness of emergency preparedness and to spread the awareness among employees mock drill is carried out at the interval of every three months.
After completion of the mock drill, summary report is made and corrections are made if any weakness has been observed.
Following emergency drills being conducted in Tikri Kalan Terminal.:
S. No. Activities As per PNGRB Frequency Status
1 Fire Mock Drill/ Emergency Handling Drill
As per PNGRB Once in a month Being Followed.
2 On-Site Disaster Drill As per PNGRB Quarterly Being followed.
3 Off-Site Disaster Drill As per PNGRB Once in a year Being followed.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
8.1 PHYSICAL INFRASTRUCTURE Presently 24 bays at TLF are used for dispatch of HSD, MS, SKO and Ethanol.
There are 24 bays in TLF which are used for dispatch of HSD, MS and SKO. With the expansion and increase in storage capacity of MS, there will be increase in number of associated facility will be constructed/ installed / developed with other provision as much as possible for future expansion.
8.2 SOCIAL INFRASTRUCTURE The proposed installation of tank for MS will create direct and indirect employment in the nearby areas. IOCL’s various CER activities will up-lift the conditions of the people living in neighborhood of its units/ installation.
8.3 EMPLOYMENT POTENTIAL The unskilled employment potential will be used for site clearing during pre-construction phase. The skilled and unskilled employees/workers will work during construction phase for activities like excavation, site leveling, etc. Approximately 80-100 nos of workers will be engaged in tank installation activities like heavy fabrication work of tank, tank erection, sand blasting, paining, dyke construction, etc.
During construction phase, approx. 100 employees will be appointed on contractual basis.
During operation phase, approx. 10 nos. of workers will be engaged in commissioning / installation of proposed storage tanks/dyke areas. Other tangible benefits
Other tangible benefits are:
� This expansion is important to cater future load to Northern region. � It will help in proper customer service and optimization of resources and has the projected
return on investment of 14.8%. The payback period of investment is likely to be around 7 years
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
9.1 PROJECT COST AND APPRAISAL Environmental Cost Benefit Analysis (CBA) is an analytical way to make an educated decision regarding the commencement of an industrial activity or similar trade/ commercial/ infrastructure activity. This involves a comparison of the costs of an action with considerations of the benefits associated with that action. CBA assists the regulators to evaluate the benefits and challenges imposed by the upcoming activity in commercial terms with respective to the impact on the environmental scenario such as human wellbeing, quality of life and environmental wellbeing.
An important component of a CBA is a base situation which is a situation when no changes take place. All decisions are then compared to the base situation. Once the base and a relevant time period are established, benefits and costs can be calculated in terms of human and environmental well-being. In this case, a benefit is defined as anything that increases human well-being, and a cost is anything that decreases it. CBA aims to maximize economic efficiency at a point where marginal benefits and marginal costs are equal.
9.2 APPLICABILITY OF CBA AND SUMMARY During the scoping/ ToR stage, no recommendation of environmental cost benefit analysis was suggested by the appraisal committee. Expansion of Isolated storage of Hazardous chemical by IOCL will be carried out at Tikri Kalan Terminal, Gheora mode, NH 9, New Delhi. Hence, conducting a detailed CBA is deemed not necessary for this particular project.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
10.1 INTRODUCTION The Environmental Management Plan (EMP) constitutes an important part of the EIA report. The main purpose of EMP is to minimize the identified potential environmental impacts to be generated from the proposed project and to mitigate the consequences. IOCL, on basis of the impacts identified, set targets to reduce the negative impacts, plans and decides action plan to achieve the target effectively and efficiently. EMP ensures an effective implementation methodology and alternatives for mitigation measures planned/recommended to reduce or eliminate the adverse impacts to maximum possible extent during the operation of the proposed project.
10.2 ENVIRONMENTAL MANAGEMENT PLAN (EMP) As mentioned in earlier section, EMP is a system to address potential adverse impacts, to instruct project proponent to introduce standards of good practice to be adopted for all project activities.
10.2.1 Objectives of EMP Following are long-term objectives of the Environmental Management Plan for all the environmental attributes:
� To comply with all the regulations stipulated by Central /State Pollution Control Boards related to applicable laws.
� To create good working conditions. � To encourage support and conduct developmental works for the purpose of achieving
environment standards and to improve methods of environment management. � Streamline environmental activities to add value to efficiency and effectiveness. � To encourage and achieve highest performance and response from individual employees and
contractors. � To plan out the complete strategy to take care of stakeholder engagement. To contribute significantly for sustainable development.
10.2.2 Environment Management Plan Details of expected aspect due to proposed activities in the project and its management plan are given in Table 10-1
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ing
unlo
adin
g of
tank
er
At T
LF a
rea
with
in
term
inal
Q
uick
act
ions
will
be
take
n to
sto
p th
e le
akag
e. S
OP’
s w
ill b
e fo
llow
ed.
SOPs
to b
e fo
llow
ed
Log
book
to b
e m
aint
aine
d M
ocke
ries
to b
e ca
rrie
d ou
t on
regu
lar i
nter
vals
Chie
f Ter
min
al
Man
ager
2
Fugi
tive
emis
sion
, Ove
rflo
w o
f pr
oduc
t and
val
ve fa
ilure
du
ring
fillin
g, E
mpt
ying
, Br
eath
ing
and
sam
plin
g of
pr
oduc
t in
stor
age
tank
s
At T
ank
stor
age
area
with
in
Term
inal
Qui
ck a
ctio
ns w
ill b
e ta
ken
to s
top
the
leak
age.
SO
P’s
will
be
follo
wed
. Sen
sors
an
d In
dica
tors
will
be
chec
ked
from
tim
e to
tim
e. V
alve
will
be
wel
l m
aint
aine
d
SOPs
to b
e fo
llow
ed
Log
book
to b
e m
aint
aine
d M
ock
drils
to b
e ca
rrie
d ou
t on
regu
lar i
nter
vals
Shift
In- c
harg
e, S
TM
&
Chie
f Ter
min
al
Man
ager
3
Failu
re o
f rim
sea
ls le
adin
g to
va
por e
mis
sion
, Exc
essi
ve
vapo
r gen
erat
ion
at th
e tim
e of
insp
ectio
n, F
ire h
azar
d du
ring
Stor
age
tank
m
aint
enan
ce d
urin
g M
aint
enan
ce s
tora
ge ta
nks
At T
ank
stor
age
area
with
in
Term
inal
Prop
er m
aint
enan
ce a
nd re
gula
r che
ck-
up w
ill b
e fo
llow
ed
Qui
ck a
ctio
ns w
ill b
e ta
ken.
SO
Ps w
ill b
e fo
llow
ed.
Ensu
ring
SOPs
to b
e fo
llow
ed
Log
book
to b
e m
aint
aine
d M
ockd
rils
to b
e ca
rrie
d ou
t on
regu
lar i
nter
vals
Shift
In-c
harg
e, S
TM
&
Chie
f Ter
min
al
Man
ager
4 Em
issi
on o
f PM
, SO
2 and
NO
x fr
om o
pera
tion
of D
.G s
et
Nea
r DG
set
s an
d fir
e en
gine
pu
mps
DG
set
will
be
prov
ided
ade
quat
e st
ack
heig
ht a
nd O
pera
tion
only
dur
ing
pow
er fa
ilure
/ d
urin
g em
erge
ncy
Ensu
ring
stac
k he
ight
at d
esig
n st
age
and
insp
ectin
g be
fore
in
stal
latio
n
Shift
In-c
harg
e , S
TM
&
Chie
f Ter
min
al
Man
ager
N
OIS
E
6 N
oise
gen
erat
ion
from
op
erat
ion
of D
.G s
et
Nea
r DG
set
are
a 1.
Bui
lt-in
aco
ustic
enc
losu
res
2.
Ens
ure
use
of P
PE li
ke E
ar P
lugs
&
ear m
uffs
1. E
nsur
ing
wor
k or
der h
as a
sa
fety
com
plia
nce
cond
ition
for
acou
stic
enc
losu
re o
n D
G s
et 2
. en
surin
g w
orke
rs s
houl
d w
ear e
ar
muf
f and
ear
plu
gs
1. P
urch
ase
head
2.
EH
S su
perv
isor
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 1
0 23
4 Sr
. N
o.
Iden
tifi
ed A
spec
t Im
pact
Zon
es
Mit
igat
ion
Mea
sure
s su
gges
ted
Effe
ctiv
enes
s
Resp
onsi
bilit
ies
WA
TER
7 Se
wag
e ge
nera
tion
Toile
ts,
Was
hroo
ms
in
the
term
inal
D
ispo
sal o
f was
te w
ater
via
sep
tic
Revi
ewin
g cl
eani
ng o
f tan
k/pi
t as
per s
ched
ule
Adm
inis
trat
ion
head
8
Soil
and
GW
con
tam
inat
ion
due
to fa
ilure
s of
sen
sors
/ in
dica
tors
lead
ing
to o
verf
low
of
pro
duct
, dur
ing
fillin
g em
ptiy
ng p
rodu
cts
in s
tora
ge
tank
s le
adin
g to
leak
age
and
spill
ages
Stor
age
Tank
Ar
ea
1. P
rovi
ding
impe
rvio
us li
ning
floo
r in
the
tank
sto
rage
are
a.
2. D
yke
wal
ls to
avo
id th
e sp
read
ing
of
spill
ages
Regu
lar i
nspe
ctin
g Ta
nk s
tora
ge
area
, re
view
mai
nten
ance
ex
pend
iture
on
repa
irs a
nd l e
ak
cont
rols
Mai
nten
ance
hea
d
9
Det
erio
ratio
n of
inte
rnal
and
ex
tern
al p
ipel
ine
due
to
corr
osio
n le
adin
g to
leak
ages
du
ring
Prod
uct t
rans
fer
thro
ugh
pipe
lines
Pipe
line
rout
e
1. R
egul
ar c
heck
-up
of in
tern
al a
nd
exte
rnal
pip
elin
es w
ill b
e ca
rrie
d
2.Pi
pelin
es w
ill b
e pr
ovid
ed w
ith
Cath
odic
pro
tect
ion
Regu
lar i
nspe
ctin
g of
inte
rnal
and
ex
tern
al p
ipel
ines
will
be
carr
ied
out
Mai
nten
ance
hea
d
10
Cons
umpt
ion
of w
ater
G
W re
serv
oir
RWH
and
gro
undw
ater
rech
arge
pr
actic
es to
com
pens
ate
cons
umpt
ion
of w
ater
1. R
evie
win
g re
cord
s of
har
vest
ed
rain
wat
er u
sed
for r
echa
rge
2.
Mon
itorin
g w
ater
leve
ls in
ope
n w
ells
with
in s
ite p
rem
ises
for
chan
ge in
gro
undw
ater
leve
ls
Hea
d H
SE ,
Hea
d U
tility
11
Mix
ing
of p
etro
leum
pro
duct
s w
ith s
torm
wat
er
S urr
ound
ing
surf
ace
wat
er
bodi
es
1. S
epar
ate
stor
m w
ater
dra
ins
O
il w
ater
sep
arat
ors
to re
cove
r oils
from
st
orm
wat
er, e
spec
ially
for f
irst
rain
wat
er c
olle
cted
, be
fore
rele
asin
g it
outs
ide
prem
ises
Ensu
ring
SWD
s ar
e al
way
s dr
y ex
cept
dur
ing
mon
soon
. Dur
ing
daily
che
ck if
ther
e is
any
liqu
id
foun
d it
will
be
pum
ped
back
into
th
e sy
stem
of S
W p
er p
erio
dic
insp
ectio
n w
ater
qua
lity
in to
st
orm
wat
er d
rain
and
non
-mix
ing
of w
ater
with
pro
cess
dra
in
HSE
sup
ervi
sor,
Proc
ess
Shift
in
char
ge
SOLI
D A
ND
HA
ZAR
DO
US
WA
STE
GEN
ERA
TIO
N
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 1
0 23
5 Sr
. N
o.
Iden
tifi
ed A
spec
t Im
pact
Zon
es
Mit
igat
ion
Mea
sure
s su
gges
ted
Effe
ctiv
enes
s
Resp
onsi
bilit
ies
13
Gen
erat
ion
of D
ebris
W
ithin
site
pr
emis
es
To u
se c
onst
ruct
ion
debr
is in
filli
ng lo
w
lyin
g ar
eas
Insp
ectio
n fo
r ful
l use
of d
ebris
fo
r lev
elin
g w
ithin
site
. Ens
urin
g go
od h
ouse
keep
ing
Civi
l sup
ervi
sor
14
Gen
erat
ion
of s
crap
s W
ithin
site
pr
emis
es
To s
tore
at d
esig
nate
d pl
ace
and
will
be
sold
to s
crap
ven
dors
W
ater
will
not
be
allo
wed
to g
o ou
tsid
e th
e pr
emis
es a
nd w
ill b
e co
llect
ed
sepa
rate
ly
To e
nsur
e sc
raps
gen
erat
ed
stor
ed p
rope
rly, m
aint
ain
reco
rds
and
to d
ispo
se o
f w
ithin
st
ipul
ated
tim
e
Purc
hase
hea
d
15
Sew
age
gene
ratio
n
With
in s
ite
prem
ises
Pr
oper
san
itatio
n an
d di
spos
al o
f se
wag
e sl
udge
as
man
ure
in g
reen
belt
To e
nsur
e se
wag
e sl
udge
ful
ly
used
for g
reen
bel
t dev
elop
men
t w
ithin
site
Ad
min
istr
atio
n he
ad
16
Gen
erat
ion
of ta
nk c
lean
ing
slud
ge
Tank
farm
are
a Sl
udge
will
be
sent
for b
io re
med
iatio
n pi
ts w
ithin
site
To e
nsur
e fu
ll re
mov
al o
f pe
trol
eum
con
tent
s th
roug
h bi
o re
med
iatio
n Pr
oces
s he
ad
17
Gen
erat
ion
of o
il an
d lu
bric
ants
St
orag
e an
d ut
ilitie
s ar
ea
will
be
reus
ed fo
r lub
ricat
ion
of g
ears
, pu
mps
etc
To
ens
ure
full
use
of o
il fo
r lu
bric
atio
n En
gine
erin
g he
ad
18
Gen
erat
ion
of s
crap
s an
d us
ed
spar
es e
tc.
scra
p ya
rds
Will
be
give
n to
aut
horiz
ed v
endo
rs
To e
nsur
e w
aste
gen
erat
ed s
tore
d pr
oper
ly, r
ecor
ds k
ept a
nd to
be
sold
with
in s
tipul
ated
tim
e Pu
rcha
se h
ead
Ecol
ogy
18
Flow
of c
onta
min
ated
wat
er
outs
ide
the
prem
ises
due
to
Foam
/ W
ater
spr
ayin
g du
ring
fire
fight
ing
lead
ing
to w
ater
bo
dies
con
tam
inat
ion
Surr
ound
ing
wat
er b
odie
s an
d fa
una
and
flora
Wat
er w
ill n
ot b
e al
low
ed to
go
outs
ide
the
prem
ises
and
will
be
colle
cted
se
para
tely
To e
nsur
e co
ntam
inat
ed w
ater
is
colle
cted
sep
arat
ely
durin
g em
erge
ncy
perio
d EH
S H
ead
19
Mix
ing
of p
etro
leum
pro
duct
s w
ith s
torm
wat
er
Surr
ound
ing
wat
er b
odie
s an
d fa
una
and
flora
1. S
epar
ate
stor
m w
ater
dra
ins
O
il w
ater
sep
arat
ors
to re
cove
r oils
from
st
orm
wat
er, e
spec
ially
for f
irst
rain
wat
er c
olle
cted
, be
fore
rele
asin
g it
Ensu
ring
SWD
s ar
e al
way
s dr
y ex
cept
dur
ing
mon
soon
. Dur
ing
daily
che
ck if
ther
e is
any
liqu
id
foun
d it
will
be
pum
ped
back
into
HSE
sup
ervi
sor,
Proc
ess
Shift
in
char
ge
Fina
l EIA
-EM
P Re
port
for
Prop
osed
Exp
ansi
on o
f Iso
late
d St
orag
e fo
r 90
00 K
L M
S at
IOCL
- Ti
kri K
alan
Ter
min
al, N
ew D
elhi
Eco
Chem
Sal
es &
Ser
vice
s D
oc. N
o: 2
016_
ECSS
_EIA
MS_
1600
117
Chap
ter 1
0 23
6 Sr
. N
o.
Iden
tifi
ed A
spec
t Im
pact
Zon
es
Mit
igat
ion
Mea
sure
s su
gges
ted
Effe
ctiv
enes
s
Resp
onsi
bilit
ies
outs
ide
prem
ises
th
e sy
stem
of S
W p
er p
erio
dic
insp
ectio
n w
ater
qua
lity
in to
st
orm
wat
er d
rain
and
non
-mix
ing
of w
ater
with
pro
cess
dra
in
LAN
D/S
OIL
/RES
OU
RCES
23
Rem
oval
of t
op s
oil a
nd L
and
clea
ranc
e W
ithin
site
pr
emis
es
Use
of s
oil i
n le
velin
g of
site
In
spec
tion
for f
ull u
se o
f soi
l for
le
velin
g w
ithin
site
Ci
vil s
uper
viso
r
26
Soil
cont
amin
atio
n du
e to
le
akag
e an
d sp
illag
e N
ear S
tora
ge
Tank
are
a Im
perv
ious
floo
ring
will
be
prov
ided
Re
gula
r ins
pect
ion
for f
loor
ing
Civi
l sup
ervi
sor
SOCI
AL
(IN
FRA
STRU
CTU
RE/
ECO
NO
MY)
27
Incr
ease
in tr
affic
load
dur
ing
cons
truc
tion
and
oper
atio
n ph
ase
On
conn
ectin
g ro
ads
Cont
rolle
d ve
hicu
lar m
ovem
ent (
with
cl
early
dem
arca
ted
entr
y/ex
it) w
ith
adeq
uate
sup
ervi
sion
regu
lar c
heck
up fo
r veh
icle
s, th
eir
cert
ifica
tions
, rec
ord
mai
nten
ance
Ad
min
istr
atio
n he
ad
28
Empl
oym
ent g
ener
atio
n du
ring
cons
truc
tion
and
oper
atio
n ph
ase
near
by v
illag
es
posi
tive
impa
ct
reco
rds
of e
mpl
oym
ent g
ener
ated
Ad
min
istr
atio
n he
ad
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Status of Existing Greenbelt The existing unit already has well developed greenbelt comprising of many plant species spreader over an area of 30775 m2 of total plot area. Unit has carried out extensive plantation at its initial stage to till date, and as a result today existing project premises encompasses well developed greenbelt area. Greenbelt includes periphery plantation, road side plantation and plantation around various buildings which is shown in Photograph 10-1 and map is shown in site layout plan as shown in Map 2-4. The greenbelt possess ~6000 No. well-developed trees consisting of 7 species, details are given in Table 10-2.
Table 10-2: Details of Greenbelt Development at the Project Site S. No. Common Name Total number of trees
1 Neem 3683
2 Teak 392
3 Fruit Bearing 809
4 Peepal 433
5 Others 982
Total no. of tress 6304
Photograph 10-1: Existing Greenbelt within Plant Premises
GB near Entry/Exit Gate Greenbelt near fire water storage tanks
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
10.4 RAIN WATER HARVESTING Rainwater harvesting is a mechanism involved in collecting, storing and using rainwater when it is most needed. A rainwater harvesting system comprises of various stages i.e. transporting rainwater through pipes or drains, filtration, and storage in tanks for reuse or recharge.
Design of Rain Water Harvesting
Quantity of Rain water collection depends upon:
� Average rainfall intensity of the area � Catchment area � Run-off coefficient
The nearest IMD station is New Delhi, Palam (A) having average annual rainfall intensity 674.6 mm. Based on IMD data a detailed rain water availability calculation is given Table 10-3.
Table 10-3: Runoff Generation Calculations
Type of area Area m2
Runoff coefficient
(%)
Average annual Rainfall intensity
(m)
Total storm water (m3)
Roof Top 4307 0.8 0.674 2324 Roads + Paved
area 10000 0.4 0.674 6698
Green Belt & Open Area
75000 0.2 0.674 40119
Total 144928 49142 Hence, runoff generation within site premises will be approx. 49142 m3 per annum which is considerably higher than the total annual water requirement. This water will be collected through storm water drainage network and will be diverted to existing wells for recharge purpose. The site has 2 nos. of rain water harvesting pits of 50 KL capacity each.
Precautions and Recommendations
The proposed site consist activities of receipt, storage and dispatch of petroleum products. Though majority of the site area i.e. storage tanks, loading/unloading platforms, pump houses etc. are covered by concrete flooring, there are still having chances of contamination of storm water specially of first
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
storm of monsoon season. Hence, it is recommended to not use storm water generated from 1st spell of monsoon. It can be sent to Oil Water Separator to remove any oil grease contents from storm water and then it can be used for gardening or washing. Storm water generated from subsequent spells of monsoon can be used for ground water recharge purpose after confirmation of not having any contamination.
10.4.1 Concept of Waste Minimization, Recycle, Reuse/Recover, Energy Conservation and Natural Resource Conservation
Waste Minimization Plan to reduce Tank Cleaning Sludge generation/disposal:
� Tank cleaning sludge will be reduced in the proposed project since the product will be transported through pipeline from refinery.
Debris and Excavated Soil:
� The excavated soil and debris generated during the construction phase will be used for filling up low lying areas.
Recycle, Reuse /Resource Recovery � Used Oil will be reused for valve lubrication within plant premises and will not be sent for
disposal.
Water Conservation steps:
� Use of drip irrigation/sprinkling system for green belt development, which will reduce the fresh water demand
� Adopting Rain water harvesting methods. Refer Section 10.4 � Employees will be trained to avoid wastage of water and use water effectively and an
environment will be developed within the plant premises by also pacing sign boards for conserving water at various locations.
Energy Conservation Regular energy conservation initiatives are/will be taken to reduce energy consumption
Natural Resource Conservation � Adopting Rain water harvesting methods. Refer Section 10.4 of this Chapter. � Development of greenbelt area. Refer Section 10.3 of this Chapter.
10.5 OCCUPATIONAL HEALTH OF WORKERS
Noise Noise will be regularly monitored at plant boundary and near noise generating equipment against workplace monitoring requirement as per Factory Act.
All Workmen working in high noise areas will be provided with ear plug, ear muff etc. where noise levels excess of 80 dbA.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Heat The project does not envisage conditions that could lead to excess heating. Consequently, special requirements for protection against heat stress are not anticipated. However, the following shall be carried out:
� Ventilation shall be provided to take care of heat evacuation. An air-exchange ratio of at least 6 will be maintained at all times
� Drinking water availability shall be ensured at several locations within the plant to ensure workers have easy access to the same
� In case of occasional handling of heated equipment or materials, suitable PPEs such as heat resistant gloves will be used
Dust other Chemicals being suspended in the Environment The workmen will be provided with complete set of appropriate PPEs, like nose mask / nose respirator, gloves, helmet, protective uniform and clothing, eye protections etc
Occupational Hazards specific Pre-Placement and Periodical Health Checkup As per policy and norms all of the workmen are put to medical examination periodically as per Factory Act and based on the medical report actions are taken, if at all anything is necessary and required. Even based on the medical examination report/feedback, workmen are counseled and put in different area /job rotation kind of activities.
A copy of workers health reports is attached as Annexure 7 and Work place monitoring report is attached as Annexure 8.
10.5.1 Health Safety and Environment Policy Indian Oil Corporation is committed to conduct business with strong environment conscience ensuring sustainable development, safe workplaces and enrichment of quality of life of Employees, Customers and the Community. We, at Indian Oil, believe that good S, H&E performance is an integral part of efficient and profitable business management. We shall:
� Establish and maintain good standards for safety of the people, the processes and the assets. � Comply with all Rules and Regulations on Safety, Occupational Health and Environmental
Protection. � Plan, design, operate and maintain all facilities, processes and procedures to secure sustained
Safety, Health and Environmental Protection. � Remain trained, equipped and ready for effective and prompt response to accidents and
emergencies. � Welcome audit of our S, H&E conduct by external body, so that stakeholder confidence is
safeguarded. � Adopt and promote industry best practices to avert accidents and improve our S, H&E
performance. � Remain committed to be a leader in Safety, Occupational Health and Environment Protection
through continuing improvement. � Make efforts to preserve ecological balance and heritage
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
Environment Management Cell The company will have a system of reporting of non-compliances / violations of environmental norms to the Board of Directors of the company and / or stakeholders at large. The reporting mechanism is detailed in this section.
An environment management cell shall be created as shown in Figure 10-1 and proposed role & responsibilities are described in Table 10-4.
Figure 10-1: Hierarchy of Environmental Management Cell
Table 10-4: Role and Responsibilities
S. No. Description Responsibility (Name
of Officer)
1 Maintain excellent housekeeping & comply with all applicable
Health, Safety & Environment laws Anchal Sood, AM
(Ops. Safety)
2 Conduct monthly reviews of our operations as appropriate to identify hazards, prevent incidents and continuously improve
Environmental, Health & Safety performance B.K. Jha, DGM I/C (T)
3 Encourage Employees participation in employee meet , Safety
committee meeting , Quality circle meeting “ Unnati” Anchal Sood, AM
(Ops. Safety)
4 Promote awareness about Health, Safety & Environment among
our employees, contractors, transporters and TT crew through half-yearly training.
11.1 INTRODUCTION Indian Oil Corporation Limited (‘IOCL’) proposes for an installation of new storage tank thereby expanding storage capacity of MS (Motor Spirit) at Tikri Kalan Terminal, New Delhi.
11.2 PROJECT DESCRIPTION The proposed project falls under the Project / Activity: 6(b) “Isolated storage and handling of hazardous chemicals” under category ‘B’ as per Schedule in EIA Notification 2006, as amended till date. Due to applicability of General Condition i.e. Project falling within 5 km boundary of Haryana state, this Category ‘B’ project will be appraised at the central level as Category ‘A’
11.2.1 Proposed Project Currently, Tikri Kaln Terminal has cumulative storage capacity of on 39,660 KL for HSD, MS, SKO and Ethanol. Proposed expansion will increase storage capacity by 9,000 KL i.e. total cumulative storage capacity will be 48,660 KL. The brief description of the project is given in Table 11-1.
Table 11-1: Project description S. No. Details Description
General Description
1 Nature
Isolated Storage and Handling of Hazardous Chemicals (as per threshold planning quantity indicated in column 3 of schedule
2 & 3 of MSIHC Rules 1989 amended 2000)
2 Product Storage Tanks for HSD, MS, SKO and Ethanol 3 Location IOCL Tikri Kalan Terminal,
Plot No.: 62,63,64,68,69,70,78,79,80,81 at Tikri Kalan, N.H – 10, Tikri Kalan - Ghevra Mode, District: West Delhi,
State: New Delhi – 110041 4 Latitude/Longitude 28°41'17.53"N; 76°59'11.73"E (center of the site) 5 Total Plot Area 161874 m2 (40 Acres or 16.18 Ha) 6 Cost of the project ~INR 19.3 Cr
Utilities
1 Power 1000 KVA from grid supply 2 x 400 KVA and 1 x 82.5 KVA DG Sets as power backup plan during
emergency Additional power for proposed expansion is not required
2 HSD ~45 Liters/Hour for DG set, at full load only during emergency 3 Water Water Requirement :20 KLD: Source: through Tanker 4 Fire Fighting 48 Nos. Water cum foam monitors, 46 Nos. Double Headed hydrants
are well laid covering all activities / operating areas. In addition, High Velocity Long Range (HVLR), Water-cum-Foam monitor, and Trolley
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
mounted Water-cum-Foam monitors are provided at various locations.
11.2.2 Existing and Proposed Tanks Details � MS : 2 tanks × 5203 KL and 2 tanks × 2212 KL � HSD : 3 tanks × 3422 KL each; 3 tanks × 3754 KL each and 1 tank x 1351 KL � SKO : 1 tank × 1351 KL � Ethanol : 3 tanks × 200 KL each
Presently there are total 15 tanks with cumulative storage capacity of 39660 KL. After proposed expansion, total cumulative capacity will be 48660 KL and total tanks will be 16 as mentioned below:
� MS : 1 tank × 9000 KL
11.2.3 Process Description Operation Philosophy, at present, can broadly divided into 3 parts viz.,
� Receipt of Material � Storage of Material � Dispatch of Material
The petroleum products received at Terminal includes HSD, MS, SKO and Ethanol. product inlet is through Mathura Jalandhar pipeline which has commenced on 27th April 1982 & is around 763 kms in length. Ethanol is received through roadway (Tank Trucks) from sugar mills located in western UP. There are 24 bays in TLF which are used for dispatch of material. Currently, the terminal has a total of 8 Nos. pumps.
Present activities at Terminal � S&D Operation � Tank Truck loading operation � Tank Truck un-loading operation � Tank Truck calibration check � Pipeline receipt � Pipeline transfer � Inter tank transfer � Tank Water Draining Operation � Sampling of Product from Tank after every receipt � Emptying out of Tank at fixed interval for Maintenance/ Cleaning for Quality Control adherence � Opening of Strainers for Cleaning of Strainer’s Filters at fixed interval. � Tank farm operation � Pump house operation � PMCC operation � Maintenance and Repair of various Equipments Viz. Pumps, Motors, Fire Engines, Air Compressors
etc. � Control room operation
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
11.2.4 Infrastructure The infrastructure includes Tank Farm areas, Dyke areas, Fire Fighting facilities, Weighbridges, TLF Bay, Rail tracks, Sheds, Administrative building, Canteen, Parking area Security cabin, utility area etc.
11.2.5 Air Emissions & Control � There is no process stack in existing as well as proposed project. � Flue gas stack includes D. G Stack and Fire Water Engine Chimneys. The flue gases will be
predicted having pollutants like PM10, SO2, NOX. � DG sets and fire water engines are installed with stacks of adequate height, which will be operated
during power failure and during emergency only.
11.2.6 Noise Noise generation sources are: DG Sets and vehicular movement for transportation of product.
11.2.7 Wastewater treatment & Disposal � The waste water will be generated from the domestic uses only which will be disposed off into
Soak pit.
11.2.8 Hazardous & Other Solid Waste � Hazardous Waste: Used Oil will be generated. Used oil will be given to authorized agency /
recyclers. � Domestic Solid Waste: Paper waste will be handed over to scrap dealers and waste will be sent to
nearest municipal waste collection site. � Small amount of e-waste and scrap will be handed over to authorized recyclers.
11.3 DECRIPTION OF THE ENVIRONMENT
11.3.1 Study Period, Area & Monitoring/Sampling Locations The baseline environmental study has been conducted for the study area of 10 Km radial distance from site for the period March to May – 2017.
Total eight ambient air samples, groundwater samples and four soil samples were collected. Noise monitoring was carried out at eight different locations. Surface water samples were not collected since water bodies falling in study area were dried up.
11.3.2 Land Use and Land Cover Land use of study area is classified as Agricultural Land (56.44%) mainly including crop land (35.35%) and fallow land (21.09%), Range land (12.6%) mainly including scrub land (6.76%) and grass land (5.84%), Water bodies (1.23%) & habitation (29.74%).
11.3.3 Air Monitoring Meteorology Micrometeorological data were collected by using the weather station as per CPCB guideline which was installed near project site. Following are the observations:
� Minimum temperature was recorded 10.0°C in March, 2017 and maximum temperature was recorded as 46.8°C in May 2017.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Hourly data for humidity were collected and humidity in the range of 8 % to 94% � Minimum and maximum wind speed data varies in the range of 0.1 to 20.6 km/h during study
period. Maximum wind velocity was in the month of May 2017.
11.3.4 Ambient Air Quality The broad findings of the ambient air quality monitoring are:
� During the study PM2.5 was observed in the range of 80.1 – 111.6 μg/m3. Maximum concentration of PM2.5 was found at Project Site.
� PM10 was observed in the range of 157.6 – 216.1 μg/m3. Maximum concentration of PM10 was found at Project Site.
� SO2 concentration was observed in the range of 9.1 -17.4 μg/m3, which is well within the standard limit.
� NOx concentration in was observed in the range of 21.7- 33.8 μg/m3, which is well within the standard limit.
� Monitoring and analysis was also carried out for CO and HC as methane. Result for the CO and HC as methane was found well within the norms.
11.3.5 Noise Level � Maximum noise level was recorded 78.6 dB during day time at near road (N8) while maximum
noise level was recorded 73.8 dB during night time at near road (N8). � At other locations noise level is well within the limit for Industrial zone Equivalent noise level taken
from all the villages also meet with the norms for residential area as per the Noise criteria given by the MoEF & CC, 2009.
11.3.6 Traffic Survey Based on LOS value; the current scenario on National Highway - 10 is good. The available assimilative capacity of National Highways is 20% for more PCU to be added in the existing traffic scenario.
11.3.7 Soil Quality Based on soil analysis data it is concluded that soils are normal from salinity view point, but sodic as ESP is > 15 at the project site. The soils are low in nitrogen, phosphorus and potassium. The levels of total Fe, Cu, Cr, B and Zn are within the limits. However, for successful greenbelt development liberal quantity of organic manure (50 tons/ha) and double the quantity of recommended doses of N, P and K fertilizers should be applied. The soil at the project site requires amelioration. Apply acid forming amendments like Sulphur/Iron pyrite for removal of excess sodium from the exchange complex with provision of adequate drainage. The soil should be periodically monitored for EC, pH and ESP.
11.3.8 Groundwater Quality The test results were compared with the Drinking Water Specification: IS: 10500, 2012 and is summarized as under:
� Total Dissolved Solid (TDS) were recorded in the range of 2182 - 5608 mg/L with minimum at Parnala village and maximum at Tikri kalan village.
� Conductivity varies from 3360 to 8620 μmho/cm. The ratio of TDS to conductivity was observed in the range of 0.6 to 0.65 which is within the desired range.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Total Hardness was in the range of 856- 1358 mg/L with minimum at Parnala village and maximum at Tikri kalan.
� Total Alkalinity was found in the range of 564 - 782 mg/L with minimum at Jhardon kalan village and maximum at Tikri kalan village.
� Chloride was found in the range of 912 to 2854 mg/L and Sulphate varies from 32.0 to 91.0 mg/L. � Iron was found in the range of 0.18-0.46 mg/L with minimum at Parnala village and maximum at
Tikri kalan village. Based on comparison study of test results with drinking water norms, it is interpreted that water quality of studied locations do not meet with the standards. All the water samples are having high TDS, Chloride and Total Hardness. These water sources should not be used in drinking. To save the ground water from contamination and improving the quality, rainwater harvesting and ground water recharging may be helpful.
11.3.9 Surface water Surface water samples were not collected since all the surface water bodies were dried up during study period.
11.3.10 Ecology and Biodiversity Mitraon forest is within 10 km radius of project site. This forest is natural shelter for so many birds, no one migratory bird was found in the study area. Existing village groves and vegetation supports habitat of few wildlife. The wildlife in study area is limited to a few common mammals, birds and reptiles. Animal species recorded in a study area have wider distribution and known to coexist with human settlement.
11.3.11 Socio Economy The summary of the social survey, as per 2011 census, for the study area is provided as below:
� Total population of the study area was 4,56,461, out of which male population was 2,46,074(54%) and female population was 2,10,387 (46%)
� Total number of households were with average occupancy of 4.86 persons per household
� Sex ratio (number of females per 1000 males) of total population was 855.
Literacy � In the study area, overall literate population was 3,33,539(73%) and illiterate population was
1,22,922 (27%)
� Out of total literates, male literates were 1,93,612(58%) and female literates were 1,39,927(42%)
The literacy rate was very low in the study area. Female illiterate were mostly found in study area.
Occupational Pattern � Total worker population in the study area was 4,50,700(32%).
� Main workers were 1,26,543(28%) i.e. cultivators, agricultural workers, household industry workers and other workers and marginal workers were 12,938(3%).Total non-working population was 3,16,980(69%)
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
11.4.1 Air Environment The proposesed expansion involves additional one tank of MS. There will not be any addition of stack. So ther will not be any adddtion of pollutants in air hence, modeling is not essential.
Mitigation measures for air quality impacts are:
� Adequate height of at least will be provided as per the statutory requirements to flue gas stacks. � Greenbelt will be developed around the site boundary to reduce the dispersion of pollutants
outside the premises. � Effective water spraying will be done on the access roads to control re-entrained dust during dry
season (if required); � Proper PPE like dust masks will be provided to workers and its use ensured.
11.4.2 Noise Environment Due to the proposed activities the noise will be generated from Vehicular movement and heavy fabrication work during construction phase, running of DG set and vehicular movement for products transportation during operation phase. This noise will be very negligible.
Control measures will be provided. These include passive and active controls such as noise barriers (hollow blocks) or acoustic enclosure. Where this is not possible, control measures in the form of use of suitable PPE (ear muffs or ear plugs) will be provided.
11.4.3 Water Environment Surface Water: there will be no impact on Surface Water environment. The proposed expansion does not involve any process and hence generation of industrial effluent is nil. Only domestic wastewater will be generated and will be disposed off into soak pits / septic tanks.
Ground Water: Impact on groundwater environment is envisaged due to project activities like due leakage or spillage of petroleum products. Mitigation measures suggested are:
� The tank farm area, pump house, loading/unloading areas of plant will be paved, therefore the likelihood of contaminants entering groundwater and harming the same is improbable (i.e. unlikely).
� Separate drains for storm water and will be connected to Oil Water Separator to remove Oil/Grease from storm water if any.
� Rainwater Harvesting and Groundwater Recharge.
11.4.4 Land Environment Land clearance will be done leading to removal of top soil which will be used for greenbelt management. The debris generated from the excavation and paving of site during construction phase will be used for filling low lying area, while the scraps generated during heavy fabrication will be given to scrap vendors.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
11.4.5 Hazardous Waste Generation During operation phase the hazardous waste generated includes Tank Cleaning Sludge, Diesel Filters and Used Oil. Tank cleaning sludge is Disposed through bio remediation process, Used oil is reused for valve lubrication and Diesel Filters is send to recycler/ scrap vendors.
11.4.6 Ecological Environment Removal of common site specific floral species from project site will not have significant or permanent impact on the habitat structure of associated faunal diversity.
As there are no process emissions from the plant and flue gas emission is/ will be regulated and minimal with respect to the specified norms, and with a very healthy greenbelt proposed at the site in the form of several species, it then follows that the ecological environment will be protected.
Green Belt Development The unit is having existing well developed greenbelt area of 30775 square meters within existing site boundary. The number of tees at present is ~6000 which includes local tress lile Neem, Teak, Peepal, Ashoka and others.
As the emissions from the terminal are regulated and minimal with respect to the specified norms, and with a very healthy greenbelt proposed at the site in the form of several species, it then follows that the biological environment will be protected.
11.4.7 Socio-Economic Environment While assessing the socio-economic and sociological impact including health impacts to surrounding population, the upcoming project will bring job opportunities for the local people.
11.5 ENVIRONMENTAL MONITORING PLAN The following will be monitored on a regular basis during operation phase to ensure that a high level of environmental performance is maintained:
� Ambient air monitoring of PM10, PM2.5, SO2 , NOx , HC and CO will be carried out during the operational phase within site premises and nearby villages, location of downwind direction, once every season.
� Groundwater sample from site or nearby location once every season. � Post project sampling and effect on baseline data generated during construction and operation. � The general effectiveness of pollution control measures shall also be monitored.
11.6 ADDITIONAL STUDIES
11.6.1 Pubic Consulation Public hearing was conducted on 21st August 2018 for the said expansion project. Major issues raised by local people were related to safety, requirement of additional tank and impacts on surrounding environment. All queries were addressed by project proponent and minitized by DPCC.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
11.6.2 Socio Economic Development Activities Socio-economic development activities towards community welfare in the field of education, health care services, sanitation, & infrastructure development programs in the study area will be based on the need of the community.
11.6.3 Risk Assessment Risk Assessment has been analysed using methodology called HIRA-Hazards Identification & Risk Assessment carried out for Storage and Handling of petroleum products like HSD, MS, SKO and Ethanol.
Major hazards identified and related risk involved (impact) during construction phase are mainly related to injuries, fall, burn, accidents etc. of workers. Mitigation measures suggested are by providing proper PPEs and adequate safety measures.
Hazard identified for operation phase is mainly related to storage and handling of petroleum products which involved hazards like fire and explosion. Proper safety measures will be taken to ensure no spillage will take place during each stage i.e. receipt of material, Storage of material and dispatch of material. Proper handling and storage procedures will be followed to avoid any kind of accidents. Fire fighting facilities like fire hydrant line and fire extinguishers are provided. In addition, HVLR system will be installed for proposed tanks also.
Safety training and mock drills for all workers will be carried out periodically.
Occupational health and Safety
The project does not envisage any activity leading to high noise level still It will be ensured that all workers will wear ear plugs, muffs etc. The project does not envisage conditions that could lead to excess heating. However, it will be ensured that proper ventilation of air will be provided for heat evacuation, drinking water availability at several locations and providing suitable PPEs for handing of heated equipment.
11.7 PROJECT BENEFITS Due to establishment of the proposed project following benefits are envisaged for the locals and country:
� This expansion is important cater future load to Retail Outlets & Consumers across northern region
� Additional job creations, temporary and permanent, during construction and operation phase
11.8 ENVIRONMENTAL MANAGEMENT PLAN Environmental Management Plan for suggested mitigation measures and monitoring plan will include:
� Review of Compliance of EMP, EC & statutory conditions in the management meeting � Preparation and timely submission of required statutory reports & Cess � Proper hazardous waste inventory accounting by HSE department
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
� Monitoring for reduction in air emissions generation of hazardous waste quantity by concerned department heads as per QMS developed by IOCL
� Reviewing time bound action plan for imparting training to drivers and availability of TREM cards � Reviewing annual performance of EHS in board meeting
An Environmental Management Cell with adequate professional expertise and resources shall be established to discharge responsibilities related to environmental management including statutory compliance, pollution prevention, environmental monitoring, etc.
IOCL will have Environmental Management Cell headed by Chief Terminal Manager and supported by EHS In-charge & staff members.
11.9 CONCLUSION Based on the EIA study conducted in Summer Season of 2017 and as per terms of reference given by MoEF&CC, the following highlights emerge
� There will be negligible pollution potential on air, water and noise environment, which, with the implementation of the mitigation measures and EMP, can be reduced considerably.
� The proposed project activities will have positive beneficial effect on the local population, economic output and other related facilities viz. employment, development of business, transportation etc.
� Rapid risk assessment including emergency response plan and DMP has been prepared to handle any sort of emergencies.
Looking to the overall project justification, process, pollution potential and pollution prevention measures /technologies installed by proponent, environmental management activities of proponent; the proposed project would be environmentally acceptable, in compliance with environmental legislation and standards.
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
12.1 INTRODUCTION ECO CHEM SALES & SERVICES (ECSS) is one of the leading companies in the field of Environmental Consultancy Service providers in India. We are NABET Accredited consultant for conducting Environmental Impact Assessment Studies (EIA) and obtaining Environmental Clearances. We also take up services, which include and are not limited to Environment Monitoring & Testing, Environment Audit, Risk Assessment Studies, Turnkey solutions, Operation and Maintenance contracts and obtaining various statutory clearances from Ministry of Environment, Forest and Climate Change (MoEFCC) and State Pollution Control Boards. ECSS also has branch offices in Vapi, Dahej and Vadodara, Gujarat.
The accreditation certificate number NABET/EIA/1720/RA 051 is valid up to 3rd Feb. 2020. The copy of NABET certificate is attached as Annexure 11, Pg. 302
12.1.1 Laboratory Involved for Baseline Monitoring and Other Analysis ECSS has NABL accredited Laboratory with Certificate No. T – 2013, dated 26/10/2015 valid up to 25/10/2017 for testing of Water, Wastewater, Sewage, Air, Noise and Soil.
12.2 TEAM MEMBER FOR EIA REPORT List of Team Member for EIA report preparation is provided in Table 12-1
Table 12-1: EIA Team Member
Name of Internal Team Member
Activity / Area Involvement
Actual Work Performed
Amol Vadnere EIA Report writing
Coordination for data collection, data analysis, coordination with FAEs, various chapter
preparations, compiling the primary & secondary data into EIA report.
Mehul Petkar Landuse (LU)
Coordination for data collection and data analysis, Assisting in map preparation & report writing
EIA Report writing Preparation of presentations, addressing public
hearing and assisting in EIA report writing,
Nazneen Mansuri
Water Pollution, Prevention and Control
(WP)
Identification of surface water sampling stations; water requirement / demand calculation;
identification of impacts and relevant mitigation measures; assisting in preparation of management plan and report writing
Solid & Hazardous Waste Management (SHW)
Assisting in solid waste generation calculation, preparing solid waste disposal plan, assistance in
FAE
Final EIA-EMP Report for Proposed Expansion of Isolated Storage for 9000 KL MS at IOCL- Tikri Kalan Terminal, New Delhi
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