ECSS_EIAI2_1700021 Dec. 2018
APPLICANT: ENVIRONMENTAL CONSULTANT:
HPM CHEMICALS AND FERTILIZERS
LIMITED
209 – 210, Anupam Bhavan, Azadpur Commercial
Complex, Delhi – 110 033
Email: [email protected]
Phone: 09694066385
ECO CHEM SALES & SERVICES Office Floor, Ashoka Pavilion, New Civil Road
Surat (QCI/NABET ACCREDITED NO.
NABET/EIA/1720/ RA 051)
E-mail: [email protected]
Contact No.: 02612231630
EIA/EMP REPORT For
EXPANSION IN PESTICIDE
MANUFACTURING PLANT At
SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial Area, Khushkhera, Taluka- Tijara, Pin – 301707, District – Alwar, State- Rajasthan
Production Capacity: 900 TPA to 7140 TPA [ToR letter No.: J-11011/459/2009-IA-II (I) dtd. 24/05/2018
[Study Period: 1st Oct 2017 to 31st Dec 2017] Schedule: 5 (b) Category – A as per EIA Notification 2006
Public Hearing exempted as per OM J-11011/321/2016-IA.II(I) dtd. 27th April 2018
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 i
NABET CERTIFICATE
DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion in Pesticide Manufacturing Plant from 900 TPA to 7140 TPA at SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial Area, Khushkhera, Taluka - Tijara, Pin – 301707, District – Alwar, State- Rajasthan by HPM Chemicals and Fertilizers Limited (Schedule 5(b) Category “A”). I, hereby, certify that I was a part of the EIA team in the following capacity that developed the above EIA. EIA Coordinator : Mr. Jagdish Rathi Signature :
Date : 24/12/2018 Period of involvement : October – 2017 to Dec. – 2018 Contact information : [email protected]
Functional Area Experts
S.No. Functional areas
Name of Expert
Involvement (period and task)
Signature and date
1. AP Mrs. Rekha Shah
Oct. 2017 to Dec. 2018 Site visits followed by selection of monitoring locations, Supervision of air quality monitoring, Identification of probable impacts of different air emission from the plants/ facilities proposed, suggesting most suitable control device and contribution to EIA documentation.
2. WP Mrs. Rekha Shah
Oct. 2017 to Dec. 2018 Site visit & supervision & checking of sampling locations for surface water & Ground water samples & their analysis results, Water use auditing, water balance, water budgeting, water conservation and developing scheme for reuse of water, identification of impacts, finalization of mitigation measures and contribution to EIA documentation.
3. SHW Mrs. Rekha Shah
Oct. 2017 to Dec. 2018 Identification of waste generated from the site, confirming adequacy of mitigation measures for management of hazardous waste.
4. SE Mr. Oct. 2017 to Dec. 2017
S.No. Functional areas
Name of Expert
Involvement (period and task)
Signature and date
Ghanshayam Patel
Conducting baseline socio-economic surveys through interviews/ questionnaire from the surrounding area/villages of the proposed project, impact identification and mitigation measures.
5. EB Dr. Ashok K. Rathoure
Oct. 2017 to Dec. 2018 Site visit and conduct of ecological survey and preparation of status report for rare endangered and threatned species of animals and plants and also species protected under national laws, assessment of the impacts of proposed project activities on the biological environment.
6. HG Mrs. Rekha Shah
Oct. 2017 to Dec. 2018 Understanding and representing groundwater conditions, supervision of groundwater sampling locations, finalization of survey findings, identification of impacts, suggestion of mitigation measures.
7. AQ Ms. Parul Patel Oct. 2017 to Dec. 2017 Evaluation of meteorological data with collected secondary data, modeling and prediction, identification of impacts, finalization of mitigation measures and contribution to EIA documentation
8. NV* Mr.Sanjeev Sharma
Oct. 2017 to Dec. 2017 Checking of noise sampling results, analysis of data, identification of impacts and mitigation measures, and contribution to EIA documentation.
9. LU Mr.Joshua Anand
Oct. 2017 to Dec. 2017 Generation and analysis of data related to landuse pattern. Development of landuse maps of study area using ArcGIS/related tools, site visit for ground truth survey, finalization of landuse maps, contribution to EIA documentation.
10. RH Mr.Nilesh Jogal Oct. 2017 to Dec. 2017 Identification of hazards and
S.No. Functional areas
Name of Expert
Involvement (period and task)
Signature and date
hazardous substances Preparation of impacts diagrams & mitigation measures, preparation of disaster management plan, contribution to EIA documentation
11. GEO Mr. Ravikant Sharma
Not involved rationalized as per QCI Scheme for Accreditation Verson 3
Not Required
12. SC Dr. B. K. Patel Not involved rationalized as per QCI Scheme for Accreditation Verson 3
Not Required
Declaration by the Head of the Accredited Consultant Organization/ authorized person I, Rekha S. Shah, hereby, confirm that our experts prepared the EIA of Expansion in Pesticide Manufacturing Plant from 900 TPA to 7140 TPA at SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial Area, Khushkhera, Taluka- Tijara, Pin – 301707, District – Alwar, State- Rajasthan. I also confirm that I shall be fully accountable for any mis-leading information mentioned in this statement. “It is certified that no unethical practice like „copy and paste‟, and used external data / text without proper acknowledgement, while preparing this EIA report”. Signature :
Name : Rekha S. Shah Designation : CEO Name of the EIA Consultant Organization
: ECO CHEM SALES & SERVICES Office Floor, Ashoka Pavillion – A, Opp. Kapadia Health club, Surat 395001 (GJ)
NABET Certificate No. : NABET/EIA/1720/RA 051, Valid upto February 03, 2020.
To, Date: 24/12/2018 The Member Secretary - IA Division (Industry: II) Government of India Ministry of Environment, Forests and Climate Change Indira Paryavaran Bhavan, Aliganj Jor Bag Road, New Delhi – 110003.
Subject: Undertaking on the compliance of Terms of Reference (J-11011/459/2009-IA-II (I)
dated 24/05/2018) issued by MoEFCC, New Delhi for Expansion in Pesticide Manufacturing
Plant from 900 TPA to 7140 TPA at SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial Area,
Khushkhera, Taluka - Tijara, Pin – 301707, District – Alwar, State- Rajasthan by HPM
Chemicals and Fertilizers Limited.
Ref.: OM vide letter No: J-11013/41/2006-IA.II (I), dtd. 04/08/2009.
Respected Sir,
We hereby give you an undertaking that the Terms of Reference (ToR) issued by the MoEFCC,
New Delhi for carrying out Environmental Impact Assessment (EIA) & Environmental
Management Plan (EMP) studies for Expansion in Pesticide Manufacturing Plant at above said
location have been addressed and incorporated in the EIA & EMP report submitted to MoEFCC,
New Delhi.
Yours Sincerely,
(CEO)
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 v
LIST OF ABBREVIATIONS
1. Atm – Atmospheric 2. EHS – Environment, Health and Safety 3. EMP - Environmental Management Plan 4. EMS - Environmental Management System 5. ESP - Electrostatic precipitator 6. FFT- Filter feed tank 7. HDPE - High-density polyethylene 8. HPMCFL - HPM Chemicals and Fertilizers Limited 9. HSD - High Speed Diesel Oil 10. JVVNL - Jaipur Vidyut Vitran Nigam Limited 11. LC50- Lethal Concentration 12. LD50- Lethal Dose 13. LDO - Light Diesel Oil 14. MEE - Multiple-Effect Evaporator 15. MOC-Material of Construction 16. MoEFCC - Ministry of Environment, Forests and Climate change 17. OSHA – Occupational Safety and Health Administration 18. PEL – Permissible Exposure Limits 19. PPE – Personal protective equipment 20. PPE‘s – Personnel Protective Equipments 21. RCC-Reinforced Cement Concrete 22. RIICO - Rajasthan State Industrial Development & Investment Corporation Limited. 23. SCBA - Self contained breathing apparatus 24. SHT-Sludge holding tank 25. TPA – Ton per Annum 26. TSDF - Treatment, Sorage and Disposal facility 27. UEL – Upper Explosive Limit
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 vi
EXECUTIVE SUMMARY
S.No. Summary Point
1. Project Name and Location:
Name: HPM Chemicals and Fertilizers Limited Address: At SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial Area, Khushkhera, Taluka- Tijara, Pin –
301707, District – Alwar, State- Rajasthan.
2. Products & Capacities. If expansion proposal then existing products with capacities and reference to early EC.
HPM Chemicals and Fertilizers Limited has existing production capacity 900 TPA and now proposing 6240 TPA, hence total production capacity after expansion is 7140 TPA.
3. Requirement of Land, Raw Material, Water, Power, Fuel with Source of supply (quantitative)
Land Requirement: Existing plant is on 20000 m2 area and expansion will be on 10500 m
2 area, hence
total land area after expansion will be 30500 m2.
Raw Material: Total raw material requirement after expansion will be 53,947.37 TPA for the manufacturing of 7140 TPA pesticides and pesticide intermediates products.
Water: Existing fresh water requirement is 40.86 KLD and fresh water requirement after expansion will be 512.64 KLD which will be fulfilled by RIICO water supply only.
Power:
Total power requirement will be 1850 kVA will be sourced from Jaipur Vidyut Vitran Nigam Limited (JVVNL) - Bhiwadi (Jaipur)
Fuel:
Coal –1277 TPA for existing boilers and 12270 TPA for Proposed boiler or Wood- 2080.50 TPA for
existing boilers and 20805 TPA for proposed boiler or Rice Husk 17885 TPA for proposed boiler.
HSD –500 L/h for proposed incinerator and 20 L/h for existing D.G. Set and 200 L/h for proposed D.G.
Sets.
LDO- 200 L/h for existing Incinerator.
4. Process Description in brief, specifically indication the gaseous emission, liquid effluent and solid/hazardous waste
Process Description: HPM Chemicals and Fertilizers Limited is not manufacturing any banned pesticide products and they assure that they will manufacture only the pesticide having valid consents & CIB registration after expansion. Total 20 Nos. of products will ne manufactured after expansion. Major products are Cypermethrin/ Alpha Cypermethrin/ Permethrin/ Deltamethrin (1200 TPA), Chlorpyrifos/ Acephate/ Profenofos (1000 TPA). Cypermethrin: Cypermethrin acid chloride (CMAC) is condensed with Meta Phenoxy Benzaldehyde (MPBAD) along with Sodium Cyanide in presence of solvent n-Hexane. After it is washed with water, Sodium Hypochlorite and organic mass containing solvent is taken for solvent distillation. Cypermethrine thus obtained is packed in drums. Acephate: DMPAT in chloroform as solvent is ‗Isomerised‘ by aid of Di methyl Sulphate (DMS) to give Methamidophos (MMP). This MMP is then further ‗Acetylated‘ by Acetic Anhydride to yield Acephate. This reaction generates Acetic Acid, which is neutralized by Ammonia solution to form the ammonium acetate. The neutralized mass is then further extracted repeatedly with chloroform. The aqueous layer generated contains ‗Ammonium Acetate recovered ammonium acetate.Chloroform is recovered by atmospheric and vacuum distillation. This recovered chloroform is recycled back in the process. The residual mass of the distillation is carried forward for Acephate recovery by crystallization. Ethyl Acetate is added to the residual mass and crystallized to get Acephate. The wet Acephate thus obtained from filtration is further dried in rotary vacuum dryer.
Flue Gas Emission from Proposed Plant:
PM <1200 mg/Nm3, SO2 <100 ppm and NOx <50 ppm from proposed boiler and proposed D.G. Sets
(operated in emergency) having total capacity 910 kVA.
HCL<50 mg/Nm3, CO <100mg/Nm
3, TOC <20mg/Nm
3 and PM <50mg/Nm
3 from proposed incinerator.
Process Gas Emission from Proposed Plant:
HCL <20mg/Nm3 and SO2 <40mg/Nm3 from Insecticide Plant and Intermediates Plant.
Liquid Sewage/Effluent: 35 KLD sewage will be generated and it will be treated in packaged STP 50 KLD. It is estimated that 124.73 KLD effluent will be treated in 150 KLD ETP followed by MEE and the condensate water from MEE will be recycled in processing whereas salt generated from MEE will be sent to TSDF site, hence proposed project is Zero Liquid Discharge (ZLD) unit.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 vii
Solid and Hazardous Waste generated after expansion are as follows: 2588 TPA MEE Salt, 427.05 TPA ETP sludge, 23.44 TPA Ash from incinerator will be sent to TSDF-Udaipur for disposal, 1467.3 TPA Process waste/Residue will sent for incineration, 0.82 LPA used oil will be selled to registered re-processors, 9200 Nos./Annum Discarded containers will be sold to scrap operators, 570.24 TPA Fly ash will be sent to enduser, 0.70 TPA E-Waste to E-Waste collection agency , 250 TPA Spent sulphuric acid and 4225 TPA Spent HCL will be sold to party.
5. Measures for mitigating the impact on the environment and mode of discharge or disposal
35 KLD sewage will be generated and it will be treated in packaged STP 50 KLD.
124.73 KLD effluent will be treated in 125 KLD ETP followed by MEE and the condensate water from MEE will be recycled in processing whereas salt generated from MEE will be sent to TSDF land filing site.
Solid and hazardous wastes generated at the end of manufacturing process or waste treatment process will be stored on impervious floor having roof and boundary wall. Management of generated wastes will be done as per Hazardous and Other Waste (Management and Trans boundary Movement) Rules, 2016.
6. Capital Cost of the Project, Estimated time of completion
Capital cost for expansion is 23.22 Crores and it is estimated that approx. 18 months will be required for completion after receving EC.
7. Site selected for the project- Natural of land – Agricultural (Single/double crop), barren, Govt/Private land, status of is acquisition, nearby (in 2-3 km) water body, population, with in 10 km other industries, forest. Eco-sensitive zones, accessibility.
Expansion in Pesticides manufacturing plant at RIICO Notified Industrial Area, Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan will be at the exisitng premise located in the notified industrial area which is already convereted into industrial land (non-agricultural). Hence, no alternative of site has been analysed.
Land is already in possession with HPM Chemicals and Fertilizers Limited, Total 2075 Nos. of population is in Burera village at 2.12 km in E, No any Archaeological site, National park/ Wildlife sanctuary/ Marine sanctuary/ Reserve forest within 10 km radius of the study area except Protected forest (Banban main (A,B,C,D,E,F) around 5.5 km, Godhan Main (A) around 6 km, Khijarpur khori kala Main (A) around 5.5 km and Mayapur (B) around 5.5 km).
Unitherm Engineers Limited at 0.63 km in E, Shree Cement Ltd at 1.03 km in SW, Supreme Industries at 0.83 km in SE, Honda Motor India Pvt Ltd at 1.62 km in E, Honda Cars India Ltd. at 2.24 km in SSE are all the nearest industries.
8. Baseline environmental data – Air quality, Surface and Ground water quality, Soil characteristic, Flora and Fauna, Socio-Economic condition of the nearby population.
As per the baseline study results of study area gaseous parameters (PM2.5: 36.0 – 52.8 µg/m3, PM10:
72.1 – 91.7 µg/m3, SOx 9.0 – 15.2 µg/m
3, NOx 14.5- 22.8 µg/m
3, etc.) are below the standard norms.
It was observed that there is not availability of surface water so that surface water samples were not taken. Sahibi River flows in the study region but the water was also not available in this period.
Ground water results of tested parameters (TDS: 532 - 6476 mg/L, Total Hardness: 286 - 1860 mg/L, Total Alkalinity (216 - 756 mg/L) for all locations meet with the standard IS 10500 – 2012 except Pithanwas location.
As per soil analysis data (pH: 7.22-7.81, Total nitrogen: 0.034 – 0.060 %, Total Phosphorous: 4.2 – 15.3 mg/100gm, etc.) it is concluded 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.
Study area is neither enriching with floral diversity nor with the faunal diversity. Natural vegetation of study area is in degraded condition and wild mammal‘s density is also very low. No schedule I species have been recorded for flora and fauna.
9. Identification of hazardous in handling processing and storage of hazardous material and safety system provided to mitigate the risk.
After identifying hazards in handling processing and storage of hazardous material both Qualitative and Quantitative risk has been analyzed. Mitigation measures like periodical training on fire drill and using SCBA, conducting emergency response drill on yearly basis, training drivers for transportation of hazardous goods, providing fire extinguishers etc.
10. Likely impact of the project on Air, Water, Land, Flora-fauna nearby population.
Flue gas and process gas emission will be controlled by ventury scrubbers, electrostatic precipitators, and water scrubber followed by caustic scrubber, hence impact will be negligible on nearby population.
No impact on surface water as fresh water will be sourced from RIICO water supply, Sewage and effluent will be treated in STP and ETP and treated water will be reused back to maintain ZLD scheme.
Land cover of area is already changed into factory building as it is an expansion project. No major impact on Land use and land cover.
Positive impact on flora and fauna due to plantation in community area through CER plan.
11. Emergency preparedness plan in case of natural or in plant emergencies.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 viii
On- Site and Off- Site emergency plan has been prepared by including Safety committee along with their roles and responsibilities, mutual aids arrangements, roles and responsibilities of stake holders including stake holders, etc
12. Issues raised during public hearing (if applicable) and response given
The expansion project falls in the notified induatrial area of RIIICO notified in the year 1994 vide gazette notification no. 4/6/udyog/1/90 dtd. 26
th August 1994. As per Office Memorandum No. J-11011/321/2016-
IA.II(I) dtd 27th April 2018; the public consultation (PH) is exempted to this project.
13. CSR/CER plan
HPMCFL will focus on increase in crop yield, skill development; plantation in community etc. activities will be covered under CER plan for which 23.22 Lakhs budget has been allotted.
14. Occupational Health Measures
Personal protective gears and equipments are/will be provided to employees
Periodic medical checkups (once in six month) are/will be carried out of employees.
Fire squad team is/will be formed for handling any emergency situation & regular training of squad team will be conducted.
15. Post Project Monitoring Plan
Post project environmental monitoring is/will be done as per MoEFCC/CPCB/RPCB guidelines by following recommended/standard method approved by MoEFCC/CPCB.
Allotted Rs. 15.00 Lakhs towards laboratory for expansion project estimated Rs. 3.00 Lakhs/annum for Environmental Monitoring.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 ix
INDEX
Contents
1 INTRODUCTION ....................................................................................................................... 1
GENERAL ................................................................................................................................................. 1
1.1 PURPOSE OF THE REPORT ........................................................................................................ 1
1.2 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT .......................................... 2
1.3 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT AND ITS
IMPORTANCE TO THE COUNTRY, REGION .......................................................................................... 3
1.3.1 Importance to the Country and Region .................................................................................... 3
1.4 REGULATORY FRAME WORK ..................................................................................................... 3
1.5 SCOPE OF THE STUDY ................................................................................................................ 4
1.6 APPLICABILITY OF EIA NOTIFICATION, 2006/ FOREST (CONSERVATION) ACT/WILDLIFE
(PROTECTION) ACT, 1972/ CRZ NOTIFICATION 2011/2016 ................................................................. 4
1.7 APPLICABILITY OF GC CONDITIONS AS PER EIA NOTIFICATION 2006 AND ITS
AMMENDMENT THEREAFTER ............................................................................................................... 4
1.8 STATUS OF LITIGATIONS/COURT ORDERS ............................................................................... 4
1.9 EXISTING EC AND STATUS OF EC COMPLIANCE ..................................................................... 4
1.10 VALIDITY OF AIR/WATER CONSENT ORDERS AND HWA FOR EXISTING PROJECT.............. 4
1.11 COMPLIANCE STATUS TO STANDARDS AND SPECIFIC CONDTIONS ISSUED BY
SPCC/CPCB (CREP), etc. ........................................................................................................................ 5
1.12 NOTICE ISSUED BY SPCB UNDER AIR/WATER/EP ACT (LAST YEAR) ..................................... 5
1.13 COMPLIANCE WITH REFERENCE TO THE TOR IDENTIFIED BY PP AND ADDITIONAL TOR
STIPULATED BY THE AUTHORITY ......................................................................................................... 5
1.14 SUMMARY ................................................................................................................................... 17
2 PROJECT DESCRIPTION ...................................................................................................... 18
General ................................................................................................................................................... 18
2.1 PROJECT Description .................................................................................................................. 18
2.1.1 Location, Type and Size of project......................................................................................... 18
2.1.2 Existing Unit .......................................................................................................................... 20
2.1.3 Need of project ...................................................................................................................... 21
2.1.4 Salient Feature ...................................................................................................................... 22
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 x
2.1.5 Geology ................................................................................................................................. 23
2.1.6 Drainage pattern .................................................................................................................... 23
2.1.7 Natural Hazards .................................................................................................................... 23
2.1.8 Hydrology and Ground Water ................................................................................................ 23
2.2 RESOURCE REQUIREMNT ........................................................................................................ 23
2.2.1 Project Cost ........................................................................................................................... 23
2.2.2 Land ...................................................................................................................................... 24
2.2.3 Water .................................................................................................................................... 26
2.2.4 Electricity ............................................................................................................................... 29
2.2.5 Fuel ....................................................................................................................................... 29
2.2.6 Manpower ............................................................................................................................. 29
2.2.7 Utilities .................................................................................................................................. 29
2.2.8 Details of Hazardous Chemicals Storage .............................................................................. 30
2.2.9 Raw Material ......................................................................................................................... 32
2.3 SIZE OF PROJECT ...................................................................................................................... 43
2.4 MANUFACTURING PROCESS .................................................................................................... 45
2.4.1 CYPERMETHRIN .................................................................................................................. 45
2.4.2 ALPHA CYPERMETHRIN ..................................................................................................... 47
2.4.3 PERMETHRIN....................................................................................................................... 48
2.5 POLLUTION LOAD AND CONTROL MEASURES ....................................................................... 49
2.5.1 Wastewater ........................................................................................................................... 49
2.5.2 Air Emission .......................................................................................................................... 53
2.5.3 Waste Generation ................................................................................................................. 55
2.5.4 Noise Generation .................................................................................................................. 56
2.6 OCCUPATIONAL HEALTH AND SAFETY ................................................................................... 56
2.7 Aspect/Impact and Analysis .......................................................................................................... 56
2.8 project schedule for approval and implementation ........................................................................ 58
2.9 SUMMARY ................................................................................................................................... 58
3 Description of the ENVIRONMENT ......................................................................................... 60
GENERAL ............................................................................................................................................... 60
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 xi
3.1 Baseline Study Area and Period ................................................................................................... 60
3.2 METHODOLOGY ......................................................................................................................... 60
3.2.1 Frequency of Sampling .......................................................................................................... 61
3.2.2 Method of Environmental Sampling and Analysis .................................................................. 61
3.3 MICROMETEOROLOGY ............................................................................................................. 63
3.3.1 Temperature .......................................................................................................................... 64
3.3.2 Humidity ................................................................................................................................ 64
3.3.3 Wind Speed and Wind Direction ............................................................................................ 65
3.3.4 Wind Rose ............................................................................................................................. 66
3.3.5 Interpretation of Micrometeorological Data ............................................................................ 67
3.4 AIR ENVIRONMENT .................................................................................................................... 67
3.4.1 Selection of Sampling Locations ............................................................................................ 67
3.4.2 Frequency and Parameters for Sampling .............................................................................. 68
3.4.3 Methodology for Sampling and Analysis ................................................................................ 69
3.4.4 Quality of Ambient Air ............................................................................................................ 69
3.4.5 Summary of Ambient Air Quality ............................................................................................ 70
3.4.6 Interpretation of Ambient Air Quality Data .............................................................................. 71
3.5 NOISE ENVIRONMENT ............................................................................................................... 71
3.5.1 Sources of Noise Pollution .................................................................................................... 71
3.5.2 Noise Level in the Study Area ............................................................................................... 71
3.5.3 Summary of Noise Data ........................................................................................................ 73
3.5.4 Interpretation of Noise Data ................................................................................................... 73
3.6 LAND ENVIRONMENT ................................................................................................................ 73
3.6.1 Land Use Pattern of the Study area ....................................................................................... 73
3.6.2 Drainage Map ........................................................................................................................ 75
3.6.3 Summary and Interpretation of Land Use Map ...................................................................... 76
3.7 Traffic Study ................................................................................................................................. 76
3.7.1 Interpretation of Traffic Study ................................................................................................ 77
3.8 SOIL QUALITY ............................................................................................................................. 77
3.8.1 Summary of Soil Data............................................................................................................ 79
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 xii
3.8.2 Interpretation of Soil Data ...................................................................................................... 79
3.9 WATER ENVIRONMENT ............................................................................................................. 79
3.9.1 Reconnaissance .................................................................................................................... 80
3.9.2 Water Quality ........................................................................................................................ 80
3.9.3 Sampling and Analysis .......................................................................................................... 80
3.9.4 Ground Water ........................................................................................................................ 80
3.9.5 Summary of Ground Water Quality ........................................................................................ 83
3.9.6 Interpretation of Ground Water Quality Data .......................................................................... 83
3.9.7 Surface Water ....................................................................................................................... 83
3.10 ECOLOGY AND BIODIVERSITY ................................................................................................. 83
3.10.1 Methodology adopted for the study of Flora and Fauna ......................................................... 84
3.10.2 Floral Diversity of the Study Area .......................................................................................... 84
3.10.3 Interpretation of Ecology and Biodiversity .............................................................................. 89
3.11 SOCIO-ECONOMIC ENVIRONMENT .......................................................................................... 89
3.11.1 Socio-Economic Survey Methodology ................................................................................... 89
3.11.2 Demography .......................................................................................................................... 89
3.11.3 Population Density ................................................................................................................ 89
3.11.4 SEX RATIO ........................................................................................................................... 91
3.12 LITERACY RATE ......................................................................................................................... 94
3.12.1 Economic Aspects ................................................................................................................. 97
3.12.2 Infrastructures Resource base ............................................................................................. 101
3.12.3 Interpretation of Socio Economic Data ................................................................................ 102
3.13 Summary .................................................................................................................................... 102
4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES ........................ 104
GENERAL ............................................................................................................................................. 104
4.1 ANTICIPATED ENVIRONMENTAL IMPACTS DURING CONSTRUCTION PHASE .................. 104
4.1.1 Matrix Representation ......................................................................................................... 104
4.1.2 Air Environment ................................................................................................................... 106
4.1.3 Water Environment .............................................................................................................. 106
4.1.4 Soil Environment ................................................................................................................. 106
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 xiii
4.1.5 Noise Environment .............................................................................................................. 107
4.1.6 Land Use/Land Cover.......................................................................................................... 107
4.1.7 Hydrogeology ...................................................................................................................... 107
4.1.8 Geology ............................................................................................................................... 107
4.1.9 Solid/Hazardous Wastes ..................................................................................................... 107
4.1.10 Risk & Occupational Hazards .............................................................................................. 108
4.1.11 Ecology and Biodiversity ..................................................................................................... 108
4.1.12 Socio-Economic .................................................................................................................. 108
4.2 ANTICIPATED ENVIRONMENTAL IMPACTS DURING OPERATION PHASE .......................... 109
4.2.1 Matrix Representation ......................................................................................................... 109
4.2.2 Air Environment ................................................................................................................... 110
4.2.3 Air Quality Index .................................................................................................................. 111
4.2.4 Air Modeling Study .............................................................................................................. 112
4.2.5 Impact from Transportation ................................................................................................. 120
4.2.6 Water Environment .............................................................................................................. 121
4.2.7 Soil Environment ................................................................................................................. 121
4.2.8 Noise Environment .............................................................................................................. 122
4.2.1 Land Use/Land Cover/ Hydrogeology/ Geology ................................................................... 122
4.2.2 Solid/Hazardous Wastes ..................................................................................................... 122
4.2.3 Risk and Occupational Hazards .......................................................................................... 123
4.2.4 Ecology and Biodiversity ..................................................................................................... 124
4.2.5 Socio-Economic .................................................................................................................. 124
4.3 SUMMARY ................................................................................................................................. 125
5 ANALYSIS OF ALTERNATIVE SITE (TECHNOLOGY & SITE) ............................................ 126
GENERAL ............................................................................................................................................. 126
5.1 Alternative for Technology and Other Parameter ........................................................................ 126
5.2 SUMMARY ................................................................................................................................. 127
6 ENVIRONMENTAL MONITORING PROGRAM .................................................................... 128
GENERAL ............................................................................................................................................. 128
6.1 POST PROJECT MONITORING PROGRAM ............................................................................. 128
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6.2 MONITORING METHODOLOGIES ............................................................................................ 129
6.3 INFRASTRUCTURAL REQUIREMENT ...................................................................................... 129
6.3.1 Data Analysis ...................................................................................................................... 129
6.3.2 Reporting System ................................................................................................................ 130
6.3.3 Budget for Environmental Monitoring ................................................................................... 130
6.4 SUMMARY ................................................................................................................................. 130
7 ADDITIONAL STUDIES ........................................................................................................ 131
GENERAL ............................................................................................................................................. 131
7.1 PUBLIC CONSULTATION.......................................................................................................... 131
7.2 RISK ASSESSMENT .................................................................................................................. 131
7.2.1 Objective of the Study ......................................................................................................... 131
7.2.2 Details of Storage Facilities ................................................................................................. 131
7.2.3 Physico-chemical properties of Chemicals .......................................................................... 133
7.2.4 Scenarios for Simulation ...................................................................................................... 142
7.3 Qualitative Risk Assessment ...................................................................................................... 143
7.4 Quantitative Risk Assessment .................................................................................................... 148
7.4.1 Hexane ................................................................................................................................ 155
7.4.2 Dimethylformamide ............................................................................................................. 157
7.4.3 Toluene ............................................................................................................................... 159
7.4.4 Acetone ............................................................................................................................... 163
7.4.5 Results of Consequence Analysis ....................................................................................... 165
7.4.6 Specific mitigation measures for safety at storage area for Hazardous chemicals ............... 166
7.5 Safety Measures for Transportation, Storage and Handling of Chemicals .................................. 166
7.5.1 Safety Precautions system for visitor ................................................................................... 169
7.6 Fire Fighting System / Fire Control Plan ..................................................................................... 170
7.7 Disaster Management PLAN (DMP) ........................................................................................... 172
7.7.1 Definitions and Classification of Emergency ........................................................................ 172
7.7.2 On-Site Emergency ............................................................................................................. 173
7.7.3 Off-Site Emergency ............................................................................................................. 174
7.7.4 Structure of Emergency Management System..................................................................... 176
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7.8 OCCUPATIONAL HEALTH & SAFETY PROGRAMME .............................................................. 186
7.8.1 Occupational Health ............................................................................................................ 186
7.8.2 Hospital Facilities /Factory Medical Officer & OHC .............................................................. 186
7.8.3 Ambulance Van & First Aid Box ........................................................................................... 187
7.8.4 Plan for Periodic Medical Checkup ...................................................................................... 187
7.8.5 Details of Occupational Health Impacts and Safety Hazards ............................................... 187
7.8.6 Details of Work Place Ambient Air Quality Monitoring Plan ................................................. 187
7.8.7 Monitoring of The Occupational Injury & It‘s Impact on Workers .......................................... 188
7.8.8 Safety Trainings & Mock Drills ............................................................................................. 188
7.9 SUMMARY ................................................................................................................................. 188
8 PROJECT BENEFITS ........................................................................................................... 189
GENERAL ............................................................................................................................................. 189
8.1 Physical Benefites ...................................................................................................................... 189
8.2 Social Benefits ............................................................................................................................ 189
8.3 ECOLOGICAL Benefits .............................................................................................................. 189
8.4 Financial Benefits ....................................................................................................................... 189
8.5 Other Tangible Benefits .............................................................................................................. 189
8.6 Corporate SOCIAL responsibility ................................................................................................ 189
8.7 Awards and Recognition ............................................................................................................. 191
8.8 SUMMARY ................................................................................................................................. 192
9 ENVIRONMENTAL COST BENEFIT ANALYSIS .................................................................. 193
GENERAL ............................................................................................................................................. 193
9.1 APPLICABILITY of CBA AND SUMMARY .................................................................................. 193
10 ENVIRONMENTAL MANAGEMENT PLAN ....................................................................... 194
GENERAL ............................................................................................................................................. 194
10.1 Environmental Management PLAN ............................................................................................. 194
10.1.1 Air Environment ................................................................................................................... 194
10.1.2 Water Environment .............................................................................................................. 195
10.1.3 Solid/Hazardous Waste Management ................................................................................. 204
10.1.4 Noise Environment .............................................................................................................. 204
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10.2 Solvent Management plan .......................................................................................................... 204
10.3 Occupational Health & Safety ..................................................................................................... 208
10.3.1 Workplace Monitoring .......................................................................................................... 209
10.3.2 Housekeeping ..................................................................................................................... 209
10.4 Corporate Environment responsibility (CER) .............................................................................. 209
10.5 AmelioratIon of ENvironment ...................................................................................................... 209
10.5.1 Green Belt Development (Noise Barrier) ............................................................................. 209
10.5.2 Rainwater Harvesting .......................................................................................................... 212
10.5.3 Energy Conservation ........................................................................................................... 213
10.5.4 Waste minimization (Reduce, Reuse, Recycle) ................................................................... 213
10.6 Odor Control Plan ....................................................................................................................... 213
10.6.1 Odor control for solid handling ............................................................................................. 213
10.6.2 Odor control for liquid handling ............................................................................................ 213
10.7 Budget for EnviroNMENTAL MANAGEMENT PLAN .................................................................. 214
10.8 ORGANOGanization and Environment Management Cell .......................................................... 215
10.8.1 Organogram ........................................................................................................................ 215
10.8.2 Environment Management Cell ........................................................................................... 215
10.8.3 Environmental Policy: .......................................................................................................... 216
10.9 Summary .................................................................................................................................... 216
11 SUMMARY & CONCLUSION............................................................................................. 217
11.1 GENERAL .................................................................................................................................. 217
11.2 PROJECT DESCRIPTION ......................................................................................................... 217
11.3 DESCRIPTION OF THE ENVIRONMENT .................................................................................. 217
11.4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES .............................. 219
11.5 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) ........................................................ 219
11.6 ENVIRONMENTAL MONITORING PLAN .................................................................................. 219
11.7 ADDITIONAL STUDIES ............................................................................................................. 219
11.8 PROJECT BENEFITS ................................................................................................................ 219
11.9 ENVIRONMENTAL COST BENEFIT ANALYSIS ........................................................................ 220
11.10 ENVIRONMENTAL MANAGEMENT PLAN ............................................................................. 220
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11.11 CONCLUSION ........................................................................................................................ 220
12 DISCLOSURE OF CONSULTANT ENGAGED .................................................................. 221
12.1 GENERAL .................................................................................................................................. 221
12.2 Brief resume and nature of consultancy...................................................................................... 221
12.3 EIA Team Member ..................................................................................................................... 221
12.4 LABORATORY ........................................................................................................................... 221
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LIST OF TABLES
Table 1.1: Board of Directors ........................................................................................................................ 2
Table 2.1 Salient Feature ........................................................................................................................... 22
Table 2.2 Project Cost ................................................................................................................................ 24
Table 2.3: Bifurcation of Plot area ............................................................................................................... 24
Table 2.4: Water Consumption ................................................................................................................... 26
Table 2.5: Manpower .................................................................................................................................. 29
Table 2.6 List of Raw Materials ................................................................................................................... 33
Table 2.7 Other Chemicals required for ETP .............................................................................................. 43
Table 2.8 Group wise Products ................................................................................................................... 43
Table 2.9: Existing and Proposed Products with CAS number .................................................................... 44
Table 2.10 List of By-Products .................................................................................................................... 45
Table 2.11 Wastewater Generation ............................................................................................................ 50
Table: 2.12 Design Specification ................................................................................................................ 52
Table 2.13: Flue Gas Emission ................................................................................................................... 54
Table 2.14: Process Emission .................................................................................................................... 55
Table 2.15 Solid/hazardous Waste Management........................................................................................ 55
Table 2.16 Anticipated Impacts ................................................................................................................... 56
Table 2.17 Project Implementation Schedule .............................................................................................. 58
Table 3.1 Frequency of Environmental Monitoring ...................................................................................... 61
Table 3.2 Method of Environmental Sampling and Analysis ....................................................................... 61
Table 3.3 Meteorological Condition of Study Area ...................................................................................... 63
Table 3.4 Ambient Air Quality Monitoring Locations in the Study Region .................................................... 68
Table 3.5 Details of Analysis Method .......................................................................................................... 69
Table 3.6 Min, Max, 98th Percentile and Average Value of PM10 and PM2.5 ................................................. 69
Table 3.7 Min, Max, 98th Percentile and Average Value of SO2 and NOx .................................................... 69
Table 3.8 Min, Max, 98th Percentile and Average Value of CO and HCl ...................................................... 70
Table 3.9 Min, Max, 98th Percentile and Average Value of Total VOC as Iso butylene ................................ 70
Table 3.10 Noise Monitoring Locations in the Study Region ....................................................................... 72
Table 3.11 Noise Monitoring report during day time .................................................................................... 72
Table 3.12 Noise Monitoring report during night time .................................................................................. 72
Table 3.13 Land use Statistics (10 km) ....................................................................................................... 75
Table 3.14 Traffic Study Report .................................................................................................................. 77
Table 3.15 Existing Traffic Scenario with respect to LOS ............................................................................ 77
Table 3.16 Details of Soil sampling location ................................................................................................ 78
Table 3.17 Soil Sample Analysis Result ..................................................................................................... 78
Table 3.18 Details of Ground Water sampling locations.............................................................................. 81
Table 3.19 Ground water Analysis Results ................................................................................................. 82
Table 3.20 Trees in the Study area ............................................................................................................. 84
Table 3.21 List of Shrubs in the study area ................................................................................................. 85
Table 3.22 List of Herbs in the study area................................................................................................... 86
Table 3.23 List of Mammals in the Study area ............................................................................................ 87
Table 3.25 List of Reptiles in the Study area ............................................................................................... 88
Table 3.26 Details of Population in Study Area ........................................................................................... 90
Table 3.27 Details of Sex Ratio in Study Area ............................................................................................ 92
Table 3.28 Details of Literacy Rate in Study Area ....................................................................................... 94
Table 3.30 Education facilities .................................................................................................................. 101
Table 3.31 Health Care Facilities .............................................................................................................. 101
Table 3.32 Drinking Water facilities........................................................................................................... 101
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Table 3.33 Communication Facilities ........................................................................................................ 101
Table 3.34 Sanitation Facilities ................................................................................................................. 101
Table 3.35 Transportation Facilities .......................................................................................................... 101
Table 3.36 Bank Facilities ......................................................................................................................... 101
Table 3.37 Road Facilities ........................................................................................................................ 101
Table 3.38 Power Supply Facilities ........................................................................................................... 102
Table 4.1: Impact Identification Matrix (Construction Phase) .................................................................... 104
Table 4.2: Severity Criteria for Magnitude of Impacts ............................................................................... 104
Table 4.3: Score range for beneficial and adverse impacts ....................................................................... 105
Table 4.4: Environmental Impact Matrix without Mitigation Measures (Construction Phase) ..................... 105
Table 4.5: Impact and Mitigation Measures on Air Environment ............................................................... 106
Table 4.6: Impact and Mitigation Measures on Water Environment .......................................................... 106
Table 4.7: Impact and Mitigation Measures on Soil Environment .............................................................. 106
Table 4.8: Impact and Mitigation Measures on Noise Environment .......................................................... 107
Table 4.9: Impact and Mitigation Measures on Land Cover/ Land Use ..................................................... 107
Table 4.10: Impact and Mitigation Measures on Solid/ Hazardous Waste ................................................. 107
Table 4.11: Impact and Mitigation Measures on Risk and Occupational Hazards ..................................... 108
Table 4.12: Impact and Mitigation Measures on Ecology and Biodiversity ................................................ 108
Table 4.13: Impact and Mitigation Measures on Socio Economic conditions ............................................ 108
Table 4.14: Impact After taking proper Mitigation Measures during construction phase ............................ 109
Table 4.15: Impact Identification Matrix (Operation Phase) ....................................................................... 110
Table 4.16: Environmental Impact Matrix without Mitigation (Operation Phase) ........................................ 110
Table 4.17: Impact and Mitigation Measures on Air Environment ............................................................. 110
Table 4.18: AQI Categories ...................................................................................................................... 111
Table 4.19: Parameters for ISCST3 .......................................................................................................... 112
Table 4.20: Ground Level Concentration value ......................................................................................... 113
Table 4.21: Resultant Concentrations Value ............................................................................................. 114
Table 4.22: Impact and Mitigation Measures on Water Environment ........................................................ 121
Table 4.23: Impact and Mitigation Measures on Soil Environment ............................................................ 121
Table 4.24: Impact and Mitigation Measures on Noise Environment ........................................................ 122
Table 4.25: Impact on Land Cover/ Land Use Environment and its Mitigation Measures .......................... 122
Table 4.26: Impact and Mitigation Measures due to Solid/ Hazardous Wastes ......................................... 122
Table 4.27: Impact and Mitigation Measures due to Risk & Hazard .......................................................... 123
Table 4.28: Impact and Mitigation Measures due to Ecology and Biodiversity .......................................... 124
Table 4.29: Impact and Mitigation Measures due to Socio-Economic ....................................................... 124
Table 4.30: Environmental Impact Matrix with Mitigation measures in Operation Phase ........................... 125
Table 5.1: Alternative for Technology and other Parameter ...................................................................... 126
Table 6.1: Post Project Environmental Monitoring Program ...................................................................... 128
Table 6.2: Environmental Sampling and Analysis ..................................................................................... 129
Table 7.1: Existing Tanks ......................................................................................................................... 131
Table 7.2: Proposed Tanks ....................................................................................................................... 132
Table 7.3: Risk Matrix for Qualitative Risk Assessment ............................................................................ 143
Table 7.4: Risk Acceptability Criteria ........................................................................................................ 143
Table 7.5: Event Classification .................................................................................................................. 148
Table 7.6: Damage due to Radiation Intensity .......................................................................................... 149
Table 7.7: Overpressure Damage ............................................................................................................. 149
Table 7.8: Weather Condition Selected .................................................................................................... 151
Table 7.9: Effect Distance due to Release of Hexane ............................................................................... 155
Table 7.10: Effect Distance due to Release of Dimethylformamide ........................................................... 157
Table 7.11: Effect Distance due to Release of Toluene ............................................................................ 159
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Table 7.12: Effect Distance due to Release of Acetone ............................................................................ 163
Table 7.13: On-Site Emergency Planning ................................................................................................. 173
Table 7.14 List of PPE‘s ........................................................................................................................... 187
Table 8.1 Expenditure on CSR activity and expenditure in past years ...................................................... 189
Table 10.1: Technical Details of ESP ........................................................................................................ 195
Table 10.2: Technical Specification of two stage scrubber ........................................................................ 195
Table: 10.3 STP Unit & Size ..................................................................................................................... 196
Table 10.4 Raw Effluent Parameters ........................................................................................................ 197
Table 10.5 Treated Effluent Parameters ................................................................................................... 198
Table 10.6 Technical Specification of ETP................................................................................................ 198
Table 10.7 Technical Specification of Electromechanical Items ................................................................ 198
Table 10.8 Proposed MEE design specification ........................................................................................ 200
Table 10.9 List of Solvents Product Wise ................................................................................................. 204
Table 10.10 List of Solvents Summery ..................................................................................................... 207
Table 10.11: CER Plan ............................................................................................................................. 209
Table 10.12 List of Trees at Project Site ................................................................................................... 210
Table 10.13 List of Trees outside the plant boudary ................................................................................. 210
Table 10.14 List of Trees to be planted at project site ............................................................................... 211
Table 10.15 List of Shrubs to be planted at project site............................................................................. 212
Table 10.16: Budgetory Provision of EMP ................................................................................................ 214
Table 10.17 Responsibility of Environment Management Cell .................................................................. 215
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LIST OF FIGURES
Figure 2.1 Location Map ............................................................................................................................. 18
Figure 2.2 Short view of project site ............................................................................................................ 19
Figure 2.3 Long view of project site ............................................................................................................ 20
Figure 2.4 Project Site Photographs ........................................................................................................... 21
Figure 2.5 Layout Plan................................................................................................................................ 25
Figure 2.6 Existing Water Balance Diagram ............................................................................................... 27
Figure 2.7 Water Balance Diagram after Expansion ................................................................................... 28
Figure: 2.8 Flow diagram of Existing ETP with capicities (25 kLD) .............................................................. 51
Figure: 2.9 Photos of Existing MEE ............................................................................................................ 52
Figure: 2.10 Photos of Existing Incinerator ................................................................................................. 53
Figure 3.1 Study Area Map ......................................................................................................................... 60
Figure 3.2 Photograph showing the sampling activity ................................................................................. 63
Figure 3.3 Graphical Presentation for the month wise Temperature Variation ............................................ 64
Figure 3.4 Graphical Presentation for the month wise Humidity Variation ................................................... 65
Figure 3.5 Wind Rose Diagram ................................................................................................................... 66
Figure 3.6 Map showing the Study Region location of Ambient Air ............................................................. 68
Figure 3.7 Map showing the study region location of Noise ........................................................................ 71
Figure 3.8 Methodology Used for Land use Classification .......................................................................... 74
Figure 3.9 Land Use Map ........................................................................................................................... 74
Figure 3.10 Land use Statistics (10 Km) ..................................................................................................... 75
Figure 3.11 Map showing the study region location of Soil ......................................................................... 78
Figure 3.12 Map showing the study region with locations for Ground Water ............................................... 80
Figure 3.13 Dominant trees family in the study area ................................................................................... 87
Figure 3.14 Dominant Shrubs family in the study area ................................................................................ 87
Figure 3.15 Graph of Literacy Rate ............................................................................................................. 97
Figure 3.16 Occupational Structure of Study Area .................................................................................... 100
Figure 4.1: Impact vs. Probability Chart .................................................................................................... 105
Figure 4.2: Isopleths of PM ....................................................................................................................... 115
Figure 4.3: Isopleths of SO2 ...................................................................................................................... 116
Figure 4.4: Isopleths of NOx ...................................................................................................................... 117
Figure 4.5: Isopleths of CO ....................................................................................................................... 118
Figure 4.6: Isopleths of HCL ..................................................................................................................... 119
Figure 7.1 Plant layout .............................................................................................................................. 154
Figure 7.2 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at weather condition
1.5/F ......................................................................................................................................................... 156
Figure 7.3: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 156
Figure 7.4: Late Explosion effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 157
Figure 7.5: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 1.5/D ......................................................................................................................................... 158
Figure 7.6 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at weather condition
1.5/F ......................................................................................................................................................... 160
Figure 7.7: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 160
Figure 7.8: Late Explosion effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 161
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Figure 7.9: Toxic effect distance Contour due to 2 mm dia hole in storage tank at weather condition 1.5/F
................................................................................................................................................................. 161
Figure 7.10: Toxic effect distance Contour due to catastrophic rupture of storage tank at weather condition
1.5/F ......................................................................................................................................................... 162
Figure 7.11 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at weather
condition 1.5/F .......................................................................................................................................... 164
Figure 7.12: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 164
Figure 7.13: Late Explosion effect distance Contour due to Catastrophic rupture of storage tank at weather
condition 5.0/D ......................................................................................................................................... 165
Figure 7.14: Fire Hydrant Layout Plan ...................................................................................................... 171
Figure 7.15: Off-Site Emergency Plan ...................................................................................................... 176
Figure 7.16: Emergency Organization Chart ............................................................................................. 177
Figure: 8.1 Photograph of existing CSR activities ..................................................................................... 190
Figure: 10.1 Flow Driagram of STP........................................................................................................... 197
Figure 10.2: Photographs showing Safety Training and Mock Drill ........................................................... 209
Figure: 10.3 Greenbelt at Project Site ....................................................................................................... 211
Figure: 10.4 Plantation outside plant boundary ......................................................................................... 211
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LIST OF ANNEXURES
S. No. Document Name
1. a. Existing EC
b. Certified EC Compliance
2. Consent to Operate
3. HPM Authorization for Hazardous waste
4. a. Gazette Notification of RIICO
b. Land documents
5. Standard ToR letter
6. Layout Plan
7. Undertaking for Banned and ToR points
8. Electricity Permission Letter
9. Water permission application letter
10. Biodegradability of Products
11. Manufacturing Process
12. Fly Ash Agreement
13. Membership letter of TSDF Udaipur
14. a. 150 kLD Proposed ETP
b. 25 kLD Existing ETP
15. a. Proposed MEE details
b. 125 kLD MEE P& I
16. a. Proposed Boiler 10 TPH
b. Existing Boiler 1 TPH
17. Proposed Incinerator-200 kgs/hr
18. Work place monitoring
19. Health Reports of Employees
20. a. Quality, environment, occupation and Health Policy (English)
b. Quality, environment, occupation and Health Policy (Hindi)
21. Fire Hydrant Layout Plan
22. Rain fall data
23. Geotechnical Investigation letter
24. Material Safety Data Sheet (MSDS)
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 1 1
1 INTRODUCTION
GENERAL Industrialization is a key factor in the development of nations worldwide. The Indian crop
protection industry is dominated by generic products with more than 80% of molecules being non-patented.
Exports currently constitute almost 50% of the industry turnover. Globally, India is the thirteenth largest
exporter of pesticides. India pesticides market is controlled by these major players, namely – Bayer Crop
Science, Syngenta India, Rallis India Ltd, BASF India, UPL Limited, Cheminova, Adama India, Crystal Crop
Protection, PI Industries and Dhanuka Agritech, etc. Currently, India is the fourth largest global producer of
pesticides with an estimated market size of around $4.9 billion in FY17 after United States, Japan and
China. The current article delineates on the stages of agricultural inputs, the key segments of the pesticide
industry, crop wise yields in India vis-à-vis different countries and plight of the pesticide industry due to
minimum level of farmer awareness in India leading to low consumption. The Indian pesticide industry is
predominated with generic version products and has a substantial opportunity to explore the drugs going
off-patent during CY2017-2020 and through acquisitions and strategic partnerships of global giants with
domestic players. The principle of Sustainable Development attempts to maintain a balance between
development and the environment. India being a growing economy has seen rampant industrialization and
development in recent past, which resulted in adverse impact on the environment. EIA studies are very
important for any developmental activity to be taken into consideration to avoid adverse impacts and to
ensure long-term benefits has led to the concept of sustainability.
EIA study is an essential tool to help to the decision maker for approving the project about the impact on
local and remote Environment, societal benefits and losses if any, related to development in a particular
region. Pesticides and Pesticide Intermediates are raising their importance in nation and worldwide. The
need to avoid adverse impacts and to ensure long-term benefits has led to the concept of sustainability.
This has become accepted as an essential feature of development for increased well-being and greater
equity in fulfilling basic needs is to be met for future generations. Mankind, as it is developed today, cannot
live without taking up developmental activities for the food, security and other needs. Consequently, there is
a need to harmonize developmental activities with the environmental concerns. An Environmental Impact
Assessment (EIA) may be defined as:
EIA is an assessment of the possible impact—positive or negative—that a proposed or expansion project
may have on the environment, together consisting of the natural, social and economic aspects. The
purpose of the assessment is to ensure that decision makers to consider the environmental impacts along
with mitigation measures when deciding whether to proceed with a project or not. EIA has three main
functions:
To predict problems (Impact Assessment),
To find ways to avoid them (Mitigation Measures),
To enhance positive impacts (Environmental Management Plan).
It is required that every project proponent must take Environmental Clearance from Ministry of
Environment, Forest and Climate Change (MoEF&CC), New Delhi/SEIAA before starting up any project as
per EIA legislation. The environmental clearance is also mandatory for the expansion, modernization; this is
applicable as per the MoEF&CC guidelines and EIA notifications 2006 and amended from time to time.
1.1 PURPOSE OF THE REPORT As per the Environment Impact Assessment (EIA) Notification dated 14th September 2006 and its
amendment thereafter, the expansion in Pesticide and Pesticide specific Intermediates falls in ‗Category A‘
under project activity 5(b). Application for prior Environmental Clearance for the proposal was submitted to
the Expert Appraisal Committee, New Delhi. Received Standard ToR letter for expansion of the project
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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from EAC having ToR vide letter no. J-11011/459/2009-IA II (I) dated 24/05/2018. The present EIA Report
has been prepared on the basis of EIA Notification, with the TOR conditions received from the EAC.
1.2 IDENTIFICATION OF THE PROJECT AND PROJECT PROPONENT More than four decades since its inception by a leading visionary Shri Srikisan Dass Aggarwal HPM has
ruled and led the agro-chemical industry in India and abroad. With the motto of ‗Yielding Prosperity‘ and is
ranked amongst one of the Greatest Brands in the Pesticide Industry the company has stood steadfast by
its mission of bringing prosperity in the lives of all associated with it. Right from their adept team of
meticulous farmers to their dynamic board of management directors, the company has ensured to touch
and make a colossal impact in the lives of all. Aiming towards their mission of ensuring self-reliance in
productivity, they have worked successfully to incorporate the best innovative practices in their processes.
As a leading pesticide company both nationwide and globally, they are the proud fore-runners and
contributors to the Green Revolution drive. Their adroit work force constantly strives to innovate and create
a wide range of crop protection products and plant nutrients. Using the latest technological advancements
they produce the finest fertilizers and farming seeds. The shelf life of their products holds longer than any
other. Their recent extensions include the in house production of the raw material which withholds the
premier use of requisite materials in the final production. Quality Assurance is an integral part of our
practices at HPM. Frequent quality checks bring out the best and secure products from the production
outlets to the fields. Our supreme and consummate infrastructure holds the premium production and
warehousing facilities. HPM Chemicals and Fertilizers Limited (HPMCFL) formerly known as Hindustan
Pulverising Mills (HPM) having its existing Pesticides and Pesticide Intermediates manufacturing unit
located in RIICO, Notified Industrial area, Khushkhera and falls in Schedule 5 (b) Category ―A‖ of EIA
Notification – 2006. The existing unit at Khushkhera industrial estate is ISO-9001-2015 - ISO-14001-2015 &
OHSAS-18001-2007 Certified Company along with various infrastructure facilities, which includes Effluent
Treatment Plant (ETP), Evaporation system for High TDS effluent, Air pollution control equipment, etc.
Total production after expansion will be 900 TPA to 7140 TPA. For the expansion project, the company
intends to procure the available latest technology for manufacturing the products. There is no litigation
pending against the project and/or land on which the expansion project is to be set up.
Registered Address of HPM Chemicals and Fertilizers Limited formerly known as Hindustan
Pulverising Mills:
209 – 210, Anupam Bhavan, Azadpur Commercial Complex, Delhi – 110 033.
List of board of directors is provided below in Table 1.1.
Table 1.1: Board of Directors
# Name and Designation Work Experience
1. Mr. Ashok Aggarwal Chairman of HPM is a dynamic and an adept entrepreneur graduated in
commerce and stepped into his family business in 1975. As a distinguished
and an acclaimed agro-manufacturer, his vision and conviction has steered
and guided the philosophy and mission at HPM.
2. Ms. Tapasya Goel She is a Executive Director of comapny. Vibrant and a dynamic face of HPM.
She is a passionate and an experienced entrepreneur who believes in ardent
desire to make a meaningful difference to HPM Ltd. and scale it to new
heights. Driven by this passion, she brings in a wide array of experience from
diverse sectors.
3. Mr. G.R. Aggarwal He is a Director of the company. His administrative acumen and managerial
skills have made worthy contributions to the manufacturing practices at HPM.
His journey at HPM started in 2005 and since then he has set high standards
for excellence and diligence in all his endeavors. He has a vast experience
and expertise in leading a large team of people along with management
capability and ability to solve problems quickly and efficiently.
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1.3 BRIEF DESCRIPTION OF NATURE, SIZE, LOCATION OF THE PROJECT
AND ITS IMPORTANCE TO THE COUNTRY, REGION
S. No. Details Description
1. Nature Expansion in Pesticide Manufacturing Unit
Category-A, under section 5(b)
2. Size 900 TPA to 7140 TPA
3. Location RIICO Notified Industrial Area, Khushkhera, Taluka - Tijara, District – Alwar of
Rajasthan State
4. Cost of the expansion Rs. 23.22 Crores
1.3.1 Importance to the Country and Region
The company is already engaged in the business of manufacturing of Pesticide, Pesticide Intermediate,
Pesticide Formulation Product, etc. The proposed expansion project provides a potential growth opportunity
for the already running business of the company. The agro-chemical sector in the past ten years has seen
a drastic boom in local as well as international market. Keeping the globalization trend in mind, HPM
Chemicals and fertilizers Ltd. formerly known as Hindustan Pulverising Mills has identified the demand of
pesticide intermediates, fungicide, and herbicide and insecticide products.
Justification of the proposed project is mentioned as under:
It provides a potential growth opportunity,
Raw materials are easily available domestically,
It will increase the overall export and increase in foreign revenue,
Proposed products have demand and good sale potential in domestic market.
1.4 REGULATORY FRAME WORK
S. No. Activity Legal
1. Manufacturing/ operational
Boiler
Process unit
Cooling tower
D.G. Set
The Factories Act, 1948 Insecticides Act, 1968 The Water (Prevention and Control of Pollution) Act, 1974 and Rules,
1975, as amended to date. The Air (Prevention and Control of Pollution) Act, 1981 and Rules, 1982,
as amended to date. The Environment Protection Act,1986 and Rules Manufacture, Storage and Import of Hazardous Chemicals Rules, 2000
(as amended). Indian Boiler Act, 1923 & Rules The Bureau of Indian Standards Act The Custom Act, 1962 Environment Impact Assessment Notification, dated 14
th September
2006, as amended on 1st December, 2009.
2. Storage of product and raw
material
The Air (Prevention and Control of Pollution) Act, 1981 and Rules, 1982, as amended to date.
Manufacture, Storage and Import of Hazardous Chemicals Rules, 2000 (as amended).
The Explosive Act, 1884 and rules, 1983 amended to date The Petroleum Act, 1934 & Rules, 2002 Chemical accidents (Emergency Planning, preparedness and response)
Rules, 1996
3. Transportation of raw
material and products
Chemical accidents (Emergency Planning, preparedness and response) Rules, 1996
The Air (Prevention and Control of Pollution) Act, 1981 and Rules, 1982, as amended to date
The Motor Vehicles Act, 1988 & The Central Motor Vehicle rules, 1989 The Environment (Protection) Act, 1986 and Rules, 1986, as amended to
date Noise Pollution (Regulation and Control) Rules, 2006 (as amended).
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4. Treatment Technology
ETP
MEE
Incinerator
STP
ESP
Scrubber
The Air (Prevention and Control of Pollution) Act, 1981 and Rules, 1982, as amended to date.
Manufacture, Storage and Import of Hazardous Chemicals Rules, 2000 (as amended).
Hazardous and Other wastes (Management and Transboundary Movement ) Rules,2016.
5. Recruitment Public Liability Insurance Act, 1991 and Rules, 1991 as amended to date Public Liability Insurance Act, 1992 (as amended). Employment Relations Amendment Act 2016 Employees Provident Funds and Miscellaneous Provisions Act, 1952
1.5 SCOPE OF THE STUDY The EIA/EMP report has been prepared in line with approved Standard ToR (Terms of Reference) letter
was issued by MoEFCC, New Delhi vide ToR letter no J-11011/459/2009-IA II (I) dated 24/05/2018 and as
per generic structure given in EIA Notification – 2006 (Appendix III & IIIA).The EIA studies and preparation
of detailed EIA/ EMP report includes collection of baseline data with respect to major environmental
components, viz. Air, Noise, Water, Land, Biological and Socio-economic components for one season. The
study area map is given in chapter 3. The Compliance to the ToR condition has been provided on page 5.
1.6 APPLICABILITY OF EIA NOTIFICATION, 2006/ FOREST (CONSERVATION)
ACT/WILDLIFE (PROTECTION) ACT, 1972/ CRZ NOTIFICATION 2011/2016 Considering the proposed products of the project, it is noticed that the proposed project falls under Schedule 5 (b) Category ―A‖ [Pesticides industry and pesticide specific intermediates (excluding formulations)] of EIA Notification – 2006. The expansion project involves the production of Pesticides and pesticide specific intermediates. The Forest (Conservation) Act/Wildlife (Protection) Act / CRZ Notification are not applicable to this project.
1.7 APPLICABILITY OF GC CONDITIONS AS PER EIA NOTIFICATION 2006
AND ITS AMMENDMENT THEREAFTER General condition are not applicable for expansion in pesticide manufacturing plant as this project does not
located in whole or in part within 5 km from the boundary of Protected Areas notified under the Wild Life
(Protection) Act, 1972, Critically Polluted areas as notified by the Central Pollution Control Board, Notified
Eco-sensitive areas and inter-State boundaries and international boundaries.
1.8 STATUS OF LITIGATIONS/COURT ORDERS No Litigation Pending/ Court Case pending from HPM Chemicals & Fertilizers Ltd. for this project.
1.9 EXISTING EC AND STATUS OF EC COMPLIANCE Company had obtained Environmental Clearance (EC) for their existing unit vide No.: J-11011/459/2009-
IA-II (I) dated 4th February 2010 on the name of Hindustan Pulverising Mills attached as Annexure 1a.
HPMCFL is regularly submitted six monthly EC compliance report of concerned authority time to time.
Currently all the EC conditions for pesticide plant are complied and the copy of latest certified compliance
report is being enclosed as Annexure 1b.
1.10 VALIDITY OF AIR/WATER CONSENT ORDERS AND HWA FOR EXISTING
PROJECT Unit holds consent to operate having file no: F(PLG)/Alwar(Tijara)/39(1)/2015-2016/246-249 dated
10/04/2018 which is valid up to 31/03/2022 attahed as Annexure 2. Unit also holds authorization for
operating a facility for Hazardous waste (Mangement, Handling and Transboundary Movement) Rule, 2008
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having file no: F(HSW)/Alwar(Tijara)/2688(1)/2016-2017/2500-2502 dated 27/05/2016 which is valid upto
30/09/2018 attached as Annexure 3.
1.11 COMPLIANCE STATUS TO STANDARDS AND SPECIFIC CONDTIONS
ISSUED BY SPCC/CPCB (CREP), ETC. There are no specific conditions given by Rajasthan Pollution Control Board to compay by unit.
1.12 NOTICE ISSUED BY SPCB UNDER AIR/WATER/EP ACT (LAST YEAR) None.
1.13 COMPLIANCE WITH REFERENCE TO THE TOR IDENTIFIED BY PP AND
ADDITIONAL TOR STIPULATED BY THE AUTHORITY ToR Letter No. J-11011/459/2009-IA II (I) dated 24/05/2018 under Schedule 5(b) Category ―A‖ for Expansion
in Pesticide Manufacturing Plant from 900 TPA to 7140 TPA at SP-9C, SP-9B & H1-39(O), RIICO Industrial
Area, Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. ToR letter attached as Annexure 5.
A Standard ToR Citation
S.No. ToR Point Reply
1. Executive Summary The executive summary has been prepared as per the Standard format of MoEFCC and presented before chapter 1.
Page vi to viii
2. Introduction -
i. Details of the EIA Consultant including NABET accreditation.
Eco Chem Sales & Services, a NABET accredited EIA consultant holds NABET certificate no. NABET/EIA/1720/RA051 valid up to 3rd Feb. 2020.
Page i
ii. Information about the project proponent.
Mr. Ashok Aggarwal is the chairman of HPM Chemicals and Fertilizers Limited. Ms. Tapasya Goel is a Executive Director of company. Mr. G.R. Aggarwal is a Director of the company.
Section 1.2, Page 2,
Chapter 1
iii. Importance and benefits of the project.
Expansion project has physical, social, ecological, fianancial and other tangeble benefits which has been incorporated.
Chapter 8, Page 189.
3. Project Description
i. Cost of project and time of completion.
Expansion project cost is 23.22 Crores. Project will be completed within 18 months after receiving EC.
--
ii.
Products with capacities for the proposed project.
After proposed expansion, total pesticide production capacity will be 7140 TPA.
Section 2.3, Page 43, Chapter 2
iii. If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any.
Existing production capacity is 900 TPA. Pesticide – Insecticide (370 TPA), Fungicides (70 TPA), Bactericide (50 TPA) and Herbicide (410 TPA). HPM proposes expansion within existing plant premises. Adjacent land is procured for expansion of project. EC of existing plant is attached as annexure.
Annexure 1a
iv. List of raw materials required and their source along with mode of transportation.
All the raw material is available in the local market at a distance of 500 km perpheri. Raw materials will be soruced from local market and transported mainly through road.
Section – 2.2.9
Page 32, Chapter 2.
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v. Other chemicals and materials required with quantities and storage capacities.
The chemicals required for ETP (Other than Raw material) are- 1- Sodium Hydroxide : 4500 Kgs 2- Hydrated Lime : 3750 Kgs 3- Ferric Alum :1800 Litre 4- Poly-Electrolyte : 45 Kgs 5- Hypo Solution : 1500 Litre 6- Jaggery : 300 Kgs
Table 2.7, Page 43,
Chapter 2.
vi. Details of Emission, effluents, hazardous waste generation and their management.
Flue gas emission like PM, SO2 and NOX is/will be emitted from Boiler, Incinerator and D.G. Sets,
Process gas emission like HCl and SO2 is/will be emitted from process vents.
35 KLD Sewage will be generated and will be treated in 50 KLD STP.
124.73 KLD Effluent will be generated and will be treated in 150 KLD ETP.
Hazardous waste like MEE salt (2588 TPA), ETP sludge (427.05 TPA), Incineration ash (23.44) will be sent to TSDF-Udaipur. Process Waste (1467.3 TPA) will be incinerated. Used oil (0.82 KLPA) will be sold to registered reprocessors and Dicarded Containers (9200 Nos./Annum) will be sold to scrap operators. Fly ash from boiler (570.24 TPA) will be sent to Agarwal Ready Mix Pvt. Ltd. E-waste (0.70 TPA) will be sent to collection agency. Spent sulphuric acid (250 TPA) and Spent HCL (4225 TPA) will be sold to Party.
Solid waste like STP Sludge 462 kgs/Annum will be used for gardening.
Air emission
Section
2.5.2,
Page 53,
Chapter 2.
Wastewater
Section
2.5.1,
Page 49,
Chapter 2.
Solid waste
Section
2.5.3,
Page 55,
Chapter 2.
vii. Requirement of water, power, with source of supply, status of approval, water balance diagram, Man - power requirement (regular and contract)
Fresh water 512.64 KLD after expansion will be fulfilled by RIICO water supply.
Unit had done application to RIICO water supply authority.
Total 1850 kVA power after expansion will be supplied by JVVNL.
Water Balance diagram is incorporated Man-power requirement after expansion project,
Regular – 30 nos.
Contract – 110 nos.
Section – 2.2.3 and 2.2.4 Page 26 to 29, Chapter 2. Annexure – 8
viii.
Process description along with major equipments and machineries, process flow sheet(quantative) from raw material to products to be provided
Process description of major products like Cypermethrin, Alpha-Cypermethrin and Permethrin along with process flow sheet, mass balance is incorporated and other rest all other products manufacturing process is attached as annexure.
Section 2.4, Page 45,
Chapter 2.
Annexure 11
ix.
Hazard identification and details of proposed safety systems.
Hazardous chemicals like Hexane, Butanol, Tolunene, Dimethyl Formamide, acetone etc. will be stored in storage tanks. Hexane is the most hazardous chemical of the proposed expansion, specific mitigation measures are detailed the chapter.
Section 7.2 and 7.3, Page 131 to Page 147, Chapter
7.
x.
Expansion/modernization proposals: a) Copy of all the
Environmental Clearance(s) including Amendments thereto
a) Existing EC vide letter no. J-11011/459/2009-IA-II (I) dated 4th February 2010.
Annexure – 1a
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obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing / existing operation of the project from SPCB shall be attached with the EIA-EMP report.
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.
b) CTO file no. F(PLG)/Alwar(Tijara)/39(1)/2015-
2016/246-249 dated 10/04/2018 valid up to 31/03/2022.
Annexure – 2
4. Site Details
i. Location of the project site covering village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered.
Location of the project site covering villages is incorporated. Justification for selecting are as follows:
Proximity of Raw Material.
No rehabilitation and resettlement
No change in land use pattern.
Proximity to road network.
Existing infrastructure facilities
Section 2.1.1,
Page 18,
Chapter 5 &
Page 126.
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
Topographical map having toposheet no. H43W12. H43W16 is incorporated.
Figure–3.1 Page 60, Chapter 3.
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sensitive places).
iii. Details w.r.t. option analysis for selection of site.
Expansion in pesticide manufacturing plant will be carried out in existing plant premises hence no alternative of site has been analysed.
Chapter 5
iv. Co-ordinates (lat-long) of all four corners of the site.
Co-ordinates of all corners of project site:
Corner Latitude Longitude
Degree Minutes Degree Minutes
A 28° 7'31.61"N 76°47'18.71"E
B 28° 7'34.11"N 76°47'19.46"E
C 28° 7'31.75"N 76°47'28.17"E
D 28° 7'29.31"N 76°47'27.42"E
E 28° 7'31.02"N 76°47'27.97"E
F 28° 7'30.80"N 76°47'29.21"E
G 28° 7'31.45"N 76°47'29.36"E
H 28° 7'30.43"N 76°47'22.86"E
I 28° 7'27.99"N 76°47'21.93"E
J 28° 7'29.22"N 76°47'17.75"E
Section 2.1.1, Page 18,
Chapter 2.
v. Google map-Earth downloaded of the project site.
Google map of the project site along with the short view and long view is incorporated.
Figure 2.2 and 2.3
Page 19 and 20, Chapter 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 maps indicating storage area, plant area, green area, utilities, internal road, admin building, etc. is incorporated.
Figure 2.5, Page 24,
Chapter 2.
vii. Photographs of the proposed and existing plant site. If existing, show photographs of plantation/greenbelt, in particular.
Existing plant photograph showing raw material storage area, admin building area, Process Plant 2 and Weighing Bridge-2 is incorporated.
Figure 2.4, Page 21,
Chapter 2.
viii. Land use break-up of total land of the project site (identified and acquired), government/ private-agricultural, forest, wasteland, water bodies, settlements, etc. shall be included. (not required for industrial area.
Land use break-up of total land 30500 m2
(Existing:
20000 m2, Proposed: 10500 m
2) is incorporated.
Table 2.3,
Page 24,
Chapter 2.
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.
Major industries within study area (10 km radius) are as follows:
Unitherm Engineers Limited at 0.63 km in E
Shree Cement Ltd at 1.03 km in SW
Supreme Industries at 0.83 km in SE
Honda Motor India Pvt Ltd at 1.62 km in E
Honda Cars India Ltd. at 2.24 km in SSE Major Land use of the study area within 10 km radius is a Crop land (49.54%).
Table 2.1, Page 22 , Chapter 2.
Section – 3.6, Page 73,
Chapter 3.
x. Geological features and Geo-hydrological status of the
Soil quality of study area is incorporated in EIA/EMP
report.
Section 3.8, Page 77,
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study area shall be included. NPK value is as follows:
Total Nitrogen – 0.034 % to 0.060 %
Total Phosphorous – 4.2-15.3 mg/100g
Exchangeable Magnesium – 3.1-9.7 mg/100g
Groundwater in the area is around ~10-40 m depth below ground level
Chapter 3.
Section 2.1.8,
Page 23,
Chapter 2.
xi. Details of Drainage of the project upto 5 km 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)
Sahibi River at 5.42 km in W – Seasonal --
xii. Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land.
Land 30500 m2 is already in possession with the
project proponent as it is an expansion project. Annexure –
4b
xiii. R&R details in respect of land in line with state Government policy
Not Applicable as land is already in possession and it is an expansion in same unit.
--
5. Forest and wildlife related issues (if applicable)
Not Applicable
i. Permission and approval for the use of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable)
-- --
ii. Land use 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)
-- --
iii. Status of Application submitted for obtaining the stage I forestry clearance along with latest status shall be submitted.
-- --
iv. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild
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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.
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.
-- --
vi. Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife.
-- --
6. Environmental Status -
i. Determination of atmospheric inversion level at the project site and site-specific micrometeorological data using temperature, relative humidity, hourly wind speed and direction and rainfall.
Site-specific micro-meteorological data and determination of atmospheric inversion level at the project site is incorporated. Temperature : 8.2 - 38.1°C Relative Humidity : 7 – 100 % Wind Speed : 0.1 – 17.0 km/hr
Section 3.3, Page 63, 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 on CPCB guidelines and take into account the pre-dominant wind direction, population zone and sensitive receptors including reserved forests.
AAQ data has been collected form 8 locations.
PM10 72.1– 91.7 µg/m3
PM2.5 36.0 – 52.8 µg/m3
SO2 9.0 – 15.2 µg/m3
NOx 14.5 - 22.8 µg/m3
CO 344 - 688 µg/m3
HCl <7.9 µg/m3
Total VOC 1.0 – 2.8 ppm
Section 3.4, Page 67, Chapter 3.
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.
Raw data of all AAQ measurement for 12 weeks of all stations is incorporated.
--
iv. Surface water quality of nearby River (100m upstream and downstream of discharge point) and other surface
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. Sahibi River flows in the study region but
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drains at 6 locations as per CPCB/MoEF&CC guidelines.
the water was also not available in this period.
v. Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC, if yes give details.
No --
vi. Ground water monitoring at minimum at 6 locations shall be included.
To assess the quality of ground water, samples were
collected from 6 locations and results are
incorporated.
Section 3.9.4 Page 80, Chapter 3.
vii. Noise levels monitoring at 8 locations within the study area.
To assess the noise level, samples were collected
from 8 locations and results are incorporated.
Section 3.5
Page 71,
Chapter 3.
viii. Soil Characteristic as per CPCB guidelines.
Soil Characteristic as per CPCB guidelines has been analysed for physico-chemical parameters as well as the parameters to define the texture class and soil characteristic is incorporated.
Section 3.8 Page 77, Chapter 3.
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 incorporated. Type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project is incorporated. Additional load on the carrying capacity of the concern roads is not likely to have any significant adverse effect.
Section 3.7 Page 76, Chapter 3. Section 4.2.5 Page 120, Chapter 4.
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.
Natural vegetation of study area is in degraded condition and wild mammal‘s density is also very low. No schedule I species have been recorded for flora and fauna. No any Rare, Endangered and Threatned species in 10 km radius area.
Section 3.10 Page 88, Chapter 3.
xi. Socio-economic status of the study area.
A detail of Socio-economic status of the study area is incorporated.
Section 3.11
Page 89,
Chapter 3.
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 AAQ Modelling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all
Maximum incremental GLC of pollutant is incorporated in EIA/EMP report.
Parameters
Maximum incremental
GLC (μg/m³)
Distance (m)
Direction
PM 0.21
2315.00
WSW [251°]
SO2 0.41
NOx 0.14
HCL 0.39
CO 0.01 2315.00
and 9866.00
WSW [251°] and W [271°]
Section 4.2.4, Page 112, Chapter – 4.
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sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for Modelling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any.
ii. Water Quality modelling - in case of discharge in water body.
Not Applicable as final treated wastewater is to be discharged in CETP, Vapi.
--
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.
All the raw materials are locally available and will be transported by closed covered trucks. The LOS value from the expansion project will be the almost same as before i.e. ―C‖ ―Good‖ for the State Highway falling in the study area.
Section 4.2.5, Page 120, Chapter 4
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.
After expansion of project, Stream-1 (100.73 kLD) will be treated in ETP followed
MEE. Stream-2 (4.07 kLD) will be treated in
Incinerator. MEE condensate 73.14 will be recycled
back in processing. STP treated water will be
recycled back for gardening and sprinkling. Scrubber
1 left out will be reused back in processing. Hence
proposed scheme achives a Zero Liquid Discharge
(ZLD) Scheme.
Section – 10.1.2, Page 195, Chapter 10
v. Details of stack emission and action plan for control of emissions to meet standards.
Proposed 4 field Electrostatic Precipitator (ESP) for
proposed 10 TPH boilers. Ventrury scrubber for
proposed 200 kg/h Incinerator.
Section 10.1.1, page 194, Chapter 10.
vi. Measures for fugitive emission control
Regular water sprinling for dust suppression will be done.
Section 4.1.2, page 106, Chapter 4.
vii. Details of hazardous waste generation and their storage, utilization and management. EMP shall include the concept of waste-minimization, recycle/ reuse/recover techniques, Energy conservation, and natural
EMP includes hazardous waste generation, their storage/utilization and management, recycle/ reuse/recover techniques is incorporated. Energy conservation and natural resource conservation is incorporated.
Section 2.5.3, page 55, Chapter 2. Section 10.5, page 209, Chapter 10
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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
Fly ash (570.24 TPM) will be generated from expansion project is/will be send to Agarwal Ready Mix Private Limited. A copy of MoU is attached as annexure.
Annexure – 12.
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.
HPMCFL had already developed 2582.87 m2
(8.47%) and proposed 2086.32 m2 (6.84%) as
greenbelt at project site. Also developed greenbelt 305.05 m
2 (1.00 %) outside boundry and proposed
1764.19 m2 (05.78 %). Plantation details are
incorporated.
Section 10.5.1, Page 209, Chapter 10.
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.
60.44 m3 water can be harvested during Monsoon
season. Proponent had proposed 1 nos. of Rain
water harvesting tanks having capacity 50 KL each.
Section 10.5.2, Page 212, Chapter 10.
xi. Total capital cost and recurring cost/annum for environmental pollution control measures shall be included.
Capital cost of EMS for expansion has been estimated Rs. 522 Lakhs, while recurring cost for EMS will be Rs. 44.20 Lakhs/month.
--
xii. Action plan for post-project environmental monitoring shall be submitted.
Post-project environmental monitoring is incorporated. Table – 6.1 Page 128, Chapter 6.
xiii. Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan.
Onsite and Offsite Disaster management plan for emergency is incorporated.
Section 7.7, Page 172, Chapter 7.
8. Occupational health
i. Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers.
Capital cost Rs. 30 Lakhs has been allotted to ensure the occupational health & safety after expansion project.
--
ii. Details of exposure specific health status evaluation of
A copy of health reports of workers is attached as annexure.
Annexure - 19
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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.
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.
Occupational & Safety Hazards in existing plant has been identified and measures adopted to keep worker within PEL as well as health of the workers is/will be preserved periodically. Work zone monitoring reports are attached.
Annexure - 18
iv. Annual report of health status of workers with special reference to Occupational Health and Safety.
Annual report of health status of workers with special reference to Occupational Health and Safety is attached as annexure.
Annexure - 19
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 company has an Environment Policy approved by its Board.
Annexure – 20 a & b.
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 --
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.
Organogram of HPM is incorporated. Section 10.8.1, Page 215, Chapter 10.
iv. Does the company have Yes- Manangement review meeting, daily reporting to --
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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.
director for performance compliance, monitoring, supervision etc.
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.
Infrastructure facilities like sanitation, rest room, canteen etc. has been provided to the workers.
--
11. Enterprise Social Commitment (ESC)
i. Adequate funds (at least 2.5% of the project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon.
Rs. 23.22 Lakhs is earmarked towards the Corporate Environment Responsibility (CER) as per OM F.No.22-65/2017-IA.III dated 1st May 2018 and the same is incorporated.
Section 10.4, Page 209, Chapter 10.
12. Any litigation pending against the project and/or any direction/order passed by any Court of Law against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case.
No litigations pending against the expansion project. --
13. A tabular chart with index for point wise compliance of above TOR.
Complied with all ToR points and it is incorporated in EIA/EMP report.
--
B Specific ToR Citation
1. Commitment that no banned
pesticides will be manufactured.
No banned pesticides is been/will be manufactured
by HPM.
Annexure 7.
2. Details on Solvents to be used,
measured for solvent recovery
and for emission control.
Solvents like Acetone, Ethanol, Formic Acid,
Hexane, Isopropyl Alcohol etc. is/will be used and
its recovery is incorporated.
Section 10.2,
Page 204,
Chapter 10.
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3. Details of process emission from
the proposed unit and its
arrangement to control.
Details of process emission from the proposed unit
and its arrangement to control is incorporated.
Table 2.14, Page
55, Chapter 2
4. Ambient air quality data should
include VOC other process-
specific pollutants* like NH3,
Chlorine*, HCL*, HBr*, H2S*, HF*,
CS2 etc.
Total VOC ranges from 1.0 to 2.8 ppm. Table 3.9, Page
70, Chapter 3.
5. Work zone monitoring
arrangements for hazardous
chemicals.
Work Zone Monitoring plan is incorporated. Table 6.1, Page
128,
Chapter 6.
6. Detailed effluent treatment
scheme including segregation for
units adopting ‗Zero‘ liquid
discharge.
Stream-1 (100.73 kLD) will be treated in ETP
followed MEE. Stream-2 (4.07 kLD) will be treated
in Incinerator. MEE condensate 73.14 will be
recycled back in processing. STP treated water will
be recycled back for gardening and sprinkling.
Scrubber 1 left out will be reused back in
processing. Hence proposed scheme achives a
Zero Liquid Discharge (ZLD) Scheme.
Section 10.1.2,
Page 195,
Chapter 10.
7. Action plan for odour control to be
submitted.
Action plan for odour control is incorporated. Section 10.6.2,
Page 213
Chapter 10.
8. A copy of the memorandum of
undertaking signed with cement
manufacturers indicating clearly
that they co-process orgnic
solid/hazardous waste generated.
Not applicable --
9. Authorization/ Membership for the
disposal of liquid effluent in CETP
and solid/hazardous waste in
TSDF, If any.
Copy Authorization/ Membership for Disposal of
Solid/ Hazardous waste in TSDF is attached.
Annexure-13
10. Material safety data sheet for all
the chemicals are being used/will
be used.
Material safety data sheet for all the chemicals are
being used/will be used during operation and
handling of chemicals.
Annexure-24
11. Authorization/ Membership for the
disposal of solid/hazardous waste
in TSDF.
TSDF membership certificate is attached. Annexure-13
12. Details of Incinerator if to be
installed.
Details of proposed incinerator 200 kgs/hr is
incorporated
Section 10.1.2,
page 202,
chapter 10.
13. Risk assessment for storage and
handling of hazardous
chemicals/solvents. Action plan for
handling & safety system to be
incorporated.
Qualitative Risk assessment and Quantitative Risk
assessment for storage and handling of hazardous
chemicals/solvents is detailed. Hazardous
chemicals like Hexane, Butanol, Tolunene,
Dimethyl Formamide, acetone etc. will be stored in
storage tanks. Hexane is the most hazardous
chemical of the proposed expansion, specific
mitigation measures are detailed the chapter.
Section 7.3 &
7.4, Page 143 -
166,
Chapter 7.
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14. Arrangement for ensuring health
and safety of workers engaged in
handling of toxic materials.
A health monitoring program is in place to monitor
the health of the persons working on the site to
ensure the health status of all concerned. The
same will be continuing after expansion of project.
Section 7.8,
Page 186-188,
Chapter 7.
1.14 SUMMARY The expasion will be carried out by HPM Chemicals and Fertilizers Limited formerly known as Hindustan
Pulverising Mills within existing plant premises i.e. at SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial
Area, Khushkhera, Taluka - Tijara, Pin – 301707, District – Alwar, State - Rajasthan. Expansion project fall
under schedule 5(b) Category ―A‖ of the schedule of EIA Notification – 2006. Total production will be 900
TPA to 7140 TPA after expansion. The expansion project is in the notified induatrial area of RIIICO which
notified in the year 1994 vide gazette notification no. 4/6/Udyog/1/90 dtd. 26th August 1994. As per Office
Memorandum No. J-11011/321/2016-IA.II (I) dtd 27th April 2018; the public consultation (PH) is not
applicable to this project. Capital cost of expansion project is 23.22 Crores. There is no litigation pending
against the project and/or land on which the expansion project is to be set up. EIA study has been
conducted prior to commissioning of project and in accordance with the Terms of Reference (ToRs) Letter
No. J-11011/459/2009-IA II (I) dated 24/05/2018 issued by MoEFCC, New Delhi. Compliance for the ToR
has been briefed in the chapter. EIA chapters are prepared according to standard ToR and specific ToR for
pesticide industries as well as per generic structure described in EIA Notification.
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2 PROJECT DESCRIPTION
GENERAL This chapter described type, need, location, size or magnitude of project, operational activities, technology
to be used and other related activities. It also provides a condensed description of the aspects which are
likely to cause environmental effects to the surrounding environment and mitigation measures provided to
meet environmental standards. Capital investment provided for environmental management plan to achieve
the statutory norms.
2.1 PROJECT DESCRIPTION Company is always focusing on manufacturing all products locally with backward integration so that country
will get benefits like growth, employment, infrastructure etc. Developing an interesting molecule to an
effective product can take years of effort, and to ensure that the newly developed product is safe and
effective takes additional time and effort. Their well-equipped manufacturing plants facilities are backed up
by other departments through a responsive process that ensures that the successful results of products to
farmers in the shortest span of time.
2.1.1 Location, Type and Size of project
Expansion in Pesticides Manufacturing Unit from 900 TPA to 7140 TPA by M/s HPM Chemicals &
Fertilizers Ltd. formerly known as Hindustan Pulverising Mills (HPM) at SP-9B, 9C, 9D, 9D1 and H1-39(O),
RIICO Notified Industrial Area, Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. Location
map, long and short view of Google Earth is depicted as figure 2.1, 2.2 and 2.3 respectively.
Figure 2.1 Location Map
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Co-ordinate of the project site is 28°7'31.69"N and 76°47'23.16"E. Project boundary marked on Google
Earth having following co-ordinate. Minimum elevation at project site is 258 m and maximum elevation at
project site is 260 m, hence maximum elevation is 2 above mean sea level.
Corner co-ordinate of the project site is as follows:
Corner Latitude Longitude
Degree Minutes Degree Minutes
A 28° 7'31.61"N 76°47'18.71"E
B 28° 7'34.11"N 76°47'19.46"E
C 28° 7'31.75"N 76°47'28.17"E
D 28° 7'29.31"N 76°47'27.42"E
E 28° 7'31.02"N 76°47'27.97"E
F 28° 7'30.80"N 76°47'29.21"E
G 28° 7'31.45"N 76°47'29.36"E
H 28° 7'30.43"N 76°47'22.86"E
I 28° 7'27.99"N 76°47'21.93"E
J 28° 7'29.22"N 76°47'17.75"E
Figure 2.2 Short view of project site
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Figure 2.3 Long view of project site
2.1.2 Existing Unit
HPM Chemicals and Fertilizers Limited have two multiproduct formulation units, located at Khuskhera,
Rajasthan and Samba, Jammu & Kashmir. Also owns 4 central warehouses and 24 warehouses which are
strategically located across India for timely delivery of its products to customers.
HPM Chemicals and Fertilizers Limited - Khuskhera plant is currently involved in manufacturing of
pesticides and pesticide specific intermediates and have Environmental Clerance vide letter no. J-
11011/459/2009-IA-II (I) dated 4th February 2010 on the name of Hindustan Pulverising Mills issued by
MoEFCC, New Delhi. The unit is regularly submitting six monthly compliance reports to MoEFCC – RO,
Lucknow. Authorized person has planned to visit the plant to check compliance status of existing EC
condition and issued a certified copy for EC compliance and the same is attached as Annexure – 1b with
EIA report. Further the unit has Consent to Operate having File No. F(PLG)/Alwar(Tijara)/39(1)/2015-
2016/246-249 dated 10/04/2018 which is valid up to 31/03/2022, also holds Authorization for operating a
facility for collection, Disposal, Generation, Receiption, Storage of Hazardous waste dated 27/05/2017
which is valid upto 30/09/2018.
Various hazardous chemicals are stored in tank whether underground or above ground level as well as in
drums at designated chemical storage area within plant premises. Company has adequate infrastructure
facility including raw material & finished product storage area, process plant, machineries/equipments, Air-
water-waste treatment facility, sanitary facilities, medical facility, admin block, in-house laboratory and
internal pucca roads at their existing plant. Project site photograph is depicted as Figure 2.4.
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Raw Material Storage Area Admin Building Area
Process Plant 2 Weighing Bridge -2
Figure 2.4 Project Site Photographs
2.1.3 Need of project
The Indian crop protection industry is estimated to be USD 4.25 billion in FY2014 and is expected to grow
at a CAGR of 12% to reach USD 7.50 billion by FY2019. Exports currently constitute almost 50% of Indian
crop protection industry and are expected to grow at a CAGR of 16% to reach USD 4.2 billion by FY2019,
resulting in 60% share in Indian crop protection industry. Domestic market on the other hand would grow at
8% CAGR, as it is predominantly monsoon dependent, to reach USD 3.3 billion by FY2019. The crop
protection chemicals can be broadly classified into five types:
Insecticides: Insecticides provide protection to the crops from the insects by either killing them or by
preventing their attack. They help in controlling the pest population below a desired threshold level.
Fungicides: Fungicides protect the crops from the attack of fungi and can be of two types – protectants
and eradicates. Protectants prevent or inhibit fungal growth and eradicates kill the pests on application.
Herbicides: Herbicides also called as weedicides are used to kill undesirable plants. They can be of two
types - selective and non-selective.
Bio-pesticides: Bio-pesticides are new age crop protection products manufactured from natural
substances like plants, animals, bacteria and certain minerals. They are ecofriendly, easy to use; require
lower dosage amounts for same performance as compared to chemical based pesticides.
Others-(Fumigants, Rodenticides, Plant growth regulators etc.): Fumigants and rodenticides are the
chemicals which protect the crops from pest attacks during crop storage. Plant growth regulators help in
controlling or modifying the plant growth process and are usually used in cotton, rice and fruits.
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Product Source Industry Analysis Indian Crop Protection Market
Category % of Total
Insecticides 60%
Fungicides 18%
Herbicides 16%
Bio Pesticides 3%
Others 3%
Cypermethrine is the largest synthetic pyrethroid insecticide in the world and is a global blockbuster product
which has a market in almost every country in the world. It is also a significant product in the Indian market.
The company already has a significant presence in the insecticide segment and the customers for
cypermethrin would be the same as the existing customers.
The global demand for Cypermethrin would be 14000 tons,
Deltamethrin would be 3500 tons,
Lambda Cyhalothrin would be 5000 tons,
Permethrin would be 5000 tons,
Alfamethrin market demand is 4000 tons per year.
The company would have a cost advantage as it would be manufacturing some of existing facility
utilization.
The market for Cypermethrin is growing at 6-8% annually, while it is estimated that the market for
Deltamethrin and Lambda Cyhalothrin are growing at 12-15% annually. Markets for Alfamethrin and
Permethrin are also growing at a healthy space of 8-9%. HPM is already engaged in the business of
manufacturing of Pesticides, Pesticide Intermediates, Pesticide Formulation Product, etc. The proposed
expansion project provides a potential growth opportunity for the already running business of the company.
The agro Chemical sector in the past ten years has seen a drastic boom in local as well as international
market. Keeping the globalization trend in mind, HPM Chemicals and fertilizers Ltd. has identified the
demand of pesticide intermediates, fungicide, and herbicide and insecticide products. There has been a
steady growth in the production of technical grade pesticides in India, which is evident from its demand
increasing from 5,000 MT in 1958 to 4,02,240 MT in 2018.
2.1.4 Salient Feature
Physical Environmental settings available surrounding of the expansion project site is mentioned in table
2.1
Table 2.1 Salient Feature
S. No. Particulars Description
1. Forest & Wildlife Sanctuary
Protected Forest:
Banban main (A,B,C,D,E,F) around 5.5 km in NE direction
Godhan Main (A) around 6 km in NE
Khijarpur khori kala Main (A) around 5.5 km in NE
Mayapur (B) around 5.5 km in E
2. Stream / Rivers Sahibi River at 5.42 km in W – Seasonal
3. Sea None in 10 km radius
4. Nearest Hill / Mountain Khohri Kalan Hill at 6.84 km in E
Kali Kholi Hill at 7.86 km in NE
Kahrani Hill at 8.38 km in NE
5. Nearest Villages
Karoli village at 1.50 km in S
Burera village at 2.12 km in E
Salarpur village at 2.19 km in N
6. Nearest Historical, interstate boundary, defence installation, religious and other
None in 10 km radius
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S. No. Particulars Description
important cultural places.
7. Nearest Industry
Unitherm Engineers Limited at 0.63 km in E
Shree Cement Ltd at 1.03 km in SW
Supreme Industries at 0.83 km in SE
Honda Motor India Pvt Ltd at 1.62 km in E
Honda Cars India Ltd. at 2.24 km in SSE
8. Nearest Highway SH – 25 at 2.73 kms in NE
NH – 48 at 9.43 km in NW
9. Nearest Railway station Rewari at 20 km in NW
10. Nearest Airport Indira Gandhi International Airport, New Delhi at 56 km
in NNE
11. Nearest City Tapukara at 3.92 km in SE
12. Nearest District Alwar at 62 km in S
2.1.5 Geology
The expansion project is located in noth eastern area of alwar district. Geologially the area is covered by older alluvium soils. These soils are non calcareous, semi-consolidated to unconsolidated brown soils, loamy sand to sandy loam in texture.
2.1.6 Drainage pattern
The study area falls in basin of Sabi which is seasional river and the other small natural nallah are
observed in the study area which is also drain in rainy season.
2.1.7 Natural Hazards
The site in Alwar district falls under Seismic Zone IV i.e. High Damage Risk zone as per the Earthquake
Hazard Zone Map of India.
Source:http://www.dmrelief.rajasthan.gov.in/index.php/citizen-charter/maps-of-rajasthan/earthquake-zones
The project site falls under Sabi basin and has 30 flood episodes in which 57 Nos. of death cumulatively
reported in 2006-2016.
Source: http://www.dmrelief.rajasthan.gov.in/index.php/citizen-charter/maps-of-rajasthan/flood-zone
As per the Rajasthan wind and cyclone zones, entire Alwar district and 90% of Rajasthan state falls under
wind high damage risk zone (Vb= 47 m/s)
Source: http://www.dmrelief.rajasthan.gov.in/index.php/citizen-charter/maps-of-rajasthan/wind-cyclone-zone
2.1.8 Hydrology and Ground Water
Alwar district is mostly underlain by the rocks of Delhi Super Group with minor outcrops belonging to Bhilwara Super Group and Post Delhi Intrusives at places overlain by Quaternary alluvium. Ground water in this area occurs under phreatic conditions in the shallow aquifers and under semi-confined conditions in the deeper aquifer. Groundwater in the area is around ~10-40 m depth below ground level.
2.2 RESOURCE REQUIREMNT Various resources like capital investment, utilities, power, fuel, water, manpower etc. will be utilized to carry
out production activities. Simply production is converting resources into finished product.
2.2.1 Project Cost
The total cost for the expansion project is Rs. 27.8916 Crores, which include cost of land, building and civil
work, plant and machinery purchase, utility/ off-sites and cost of EMP is mentioned in table 2.2.
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Table 2.2 Project Cost
# Particulars Existing (Crores)
Expansion (Crores)
Total (Crores)
1. Land Cost 0.2156 5.00 5.2156
2. Building and civil work and structure 1.242 2.00 3.242
3. Plant and Machinery purchase, installation, piping,
electrical insulation, painting etc. 1.955 8.50 10.455
4. Utility /Off-sites 0 2.50 2.500
5. Cost of EMP 1.259 5.22 6.479
Total 4.6716 23.22 27.8916
2.2.2 Land
HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills has already 20000 m2
area on which existing plant is in operation, and 10500 m2 plot for ware house and utility purpose land
document for the same is attached as Annexure – 4b. Expansion project will be set on existing plot.
HPMCFL had already developed 2582.87 m2 (8.47 %) and proposed 2086.32 m2 (6.84 %) as greenbelt at
project site. Also developed greenbelt 305.05 m2 (1.00 %) outside boundry and proposed 1764.19 m2
(05.78 %) with the prior permission of RIICO.
Construction of ware house, plant building and other ancillary amenities is and will be undertaken within the
plot area. Expansion project will be developed in accordance with local development plan and used for
industrial purpose. Bifurcation of plot area is mentioned in table 2.3.
Table 2.3: Bifurcation of Plot area
# Particulars Existing (m2) Proposed (m
2) Total (m
2) %
1 Production Area 3966.34 1621.5 5587.84 18.32
2 Storage Area 3331.23 2643 5974.23 19.59
3 Admin Building 507.08 0 507.08 1.66
4 Parking, Internal Road, etc. 7696.52 2363 10059.52 32.98
5 Utility 1739.13 1786.18 3525.31 11.56
6 Green Belt 2582.87 2086.32 4669.19 15.31
7 Open 176.83 0 176.83 0.58
Total
20000 10500 30500 100.00
8 Green Belt outside boundary 305.05 1764.19 2069.24
Total green belt 2887.92 3850.51 6738.43 22.09321
Layout plan showing location of manufacturing unit, storage area, wastewater treatment plant, assembly
point, Green belt area, internal road, entry and exit gate, parking etc. is depicted as figure 2.5 and the same
is attached as Annexure – 6. The plant layout has been prepared considering environmental and safety
aspect. Expansion of plant building, ETP, STP and other ancillary amenities will be undertaken within the
plot area after obtaining statutory clearances from local authority. Plant erection will be done in accordance
with local development plan and used only for industrial purpose.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 25
Figure 2.5 Layout Plan
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 26
2.2.3 Water
Expansion project is located in RIICO Khushkhera industrial area, having all basic amenities for water,
power, transport etc. Water requirement for existing and expansion project is/will be fulfilled by RIICO water
supply only. No groundwater extraction shall be carried out without prior permission from the Central
Ground Water Authority (CGWA). Project proponent has already made to application to RIICO for
withdrawal of proposed water. Bifurcation of daily water consumption during construction and operation
phase is described below in table 2.4.
Construction Phase:
Domestic – 10 kLD
Construction activities, curing and Dust suppression – 10 kLD
Operation Phase:
Table 2.4: Water Consumption
S. No. Activities Existing (kLD) Proposed (kLD) Total (kLD) Remark
Fresh Recycled Fresh Recycled Fresh Recycled
1. Domestic 4.00 0 31.00 0 35.00 0 Fresh
2. Industrial -
i Processing 1.58 9.14 30.09 64.00 31.67 73.14 Fresh + MEE
Condensate
ii. Boiler 12.19 0 185.58 0 197.77 0 Fresh
iii. Cooling 15.00 0 193.20 0 208.20 0 Fresh
iv. Scrubber-1 1.20 0 33.80 0 35.00 0 Fresh
Scrubber-2 - - 5.0 Fresh
3. Other Use
i For Gardening* 6.89 0 * 12.11 * 19.00 Treated water from STP
ii Sprinkling 0 0 0 6.00 0 6.00 Treated water from STP
4. Total 40.86 9.14 473.67 82.11 512.64 98.14
5. Grand Total 50.00 555.78 610.78
*Will not use 6.89 kLD fresh water for gardening after expansion as water required for gardening will be
fulfilled by proposed STP.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 27
Figure 2.6 Existing Water Balance Diagram
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 28
Figure 2.7 Water Balance Diagram after Expansion
73.14 Fresh
Water:
512.64
35 31.67 208.2 197.77 5 35
Domestic:
35
Gardening:
19Sprinkling: 6
Process:
139.81
Cooling
Tower (4
Nos.)
Boiler (2
Nos)
208.2 197.77
35 104.8 35Loss
204.2Loss 182.77
6 19
Blow down Blowdown Condensate 5.0
STP 4.0 5.0 10
Sludge Stream - 1 Stream - 2
24
100.73 4.07
ETP Incinerator
124.73
Sludge 1.17
MEE
CondensateMEE Ash
73.14 123.56
MEE Reject
50.42
Spray Dryer
50.42
SALT
10.53
Note:
Scrubber 2:
5.0
Scrubber 1:
35
Reused for
product: 35.0
All quantities are in KLD
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 29
2.2.4 Electricity
Construction Phase:
Diesel operated construction equipment and machineries will be used during construction phase. Existing
D.G. set of capacity 62 kVA will be kept as a stand-by arrangement used during power interruption.
Operation Phase:
Electricity: Existing 150 kVA tech 500 kVA formulation and additional requirement expansion project
1200 kVA, hence total will be 1850 kVA will be sourced from Jaipur Vidyut Vitran Nigam Limited
(JVVNL) - Bhiwadi (Jaipur).
Backup Power: Existing D.G. set (62 kVA) – 1 No. and Proposed D.G. sets 125 kVA *02 Nos., 160
kVA *01 No. and 750 kVA 01 No. total will be 1160 kVA.
2.2.5 Fuel
Coal –1277 TPA for existing boilers and 12270 TPA for Proposed boiler or Wood- 2080.50 TPA for
existing boilers and 20805 TPA for proposed boiler or Rice Husk 17885 TPA for proposed boiler.
HSD –500 L/h for proposed incinerator and 20 L/h for existing D.G. Set and 200 L/h for proposed D.G.
Sets.
LDO- 200 L/h for existing Incinerator.
2.2.6 Manpower
Construction Phase: Local construction workers will be employed from surrounding area during this
phase. It is estimated that 30-40 Nos. of Local workers (skilled and semiskilled) will get direct employment
during construction phase.
Operation Phase: An industrial plant normally runs in three shifts and at full rated plant capacity. Technical
and non-technical personnel will be required for manufacturing unit, utility unit, O&M of plant, security,
admin etc. it is estimated that additionally 30 Nos. technical person will get direct and other contractor
worker will get indirect employment during operation phase after expansion. Already 110 Nos. of workers
are employed for operation of existing pesticide manufacturing plant. Hence total manpower will be 140
Nos.
Table 2.5: Manpower
S.No. Particulars Exisitng (Nos.) Expasion (Nos.) Total (Nos.)
1. Top Management 05 - 05
2. Skilled 24 15 39
3. Semi-skilled 25 15 40
4. Unskilled 56 - 56
Total 110 30 140
2.2.7 Utilities
HPM is/will be run in three shifts for 330 days in a year. The requirement of utilities for the proposed project
has been estimated based on plant operation capacity.
Steam Boiler–01 TPH *2 boilers of 10.54 bar and proposed 10.0 TPH boiler of 10.54 bar
Cooling Tower–200 TR *3 @ Delta T-6 deg C and 400 TR*1 for MEE.
Air Compressor – for Instrument Air at 2 to 3 bar pressure.
Chilled brine of-20° one for 20 TR plant and one for 30 TR plant.
Chilled water plant 300 TR capacity with supply temperature 5-7 Deg
Existing Incinerator–1 No.–25 kg/h.
Proposed Incinerator–1 No.– 200 kg/h.
Proposed MEE- 125 KLD, existing 25 kLD total 150 KLD
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 30
2.2.8 Details of Hazardous Chemicals Storage
# Name of Raw Material State Storage
Mode
Storage Capacity
KL or Tons
1. Mono Methyl Amine Liquid Drums 5
2. Tetrabutylammonium bromide (TBAB) Solid Bags 1
3. 2-Chloro-5-chloro methyl thiazole (CCMT) Liquid Drums 20
4. Methanol (MeOH) Liquid Tank 10
5. Sodium hydroxide Solid Bags 2
6. 3-Methyl-4-nitroiminoperhydro-1,3,5-oxadiazine Solid Bags 5
7. Hydrochloric acid Liquid Tank 10
8. 2-Chloro-5-chloromethylpyridine Liquid Drums 10
9. 2 Nitroimino Imidazolidine (NII) Solid Bags 10
10. N,N-Dimethylformamide (DMF) Liquid Tank 10
11. 2-Chloro-5-pyridylmethyl)-2-cyanoiminothiazolidine Liquid Tank 10
12. 2-Chloro-5-Chloro methyl pyridine Liquid Drums 10
13. Hexane Liquid Tank 10
14. Potassium Carbonate Solid Bags 10
15. Hydrogen peroxide (H2O2) Liquid Carboys 5
16. 2, 6-Difluoro Benzamide Solid Bags /FD 2
17. Oxyalyl Chloride Liquid Drums 5
18. Benzanamine (3-chloro 4 (1.1.2 tri fluromethoxy
)ethoxy)aniline) Liquid Drums 2
19. Toluene Liquid Tank 10
20. Z-(1r,S)-Cis-2,2-Dimethyl-3-(2,2-Chloro-3,3,3-Trifluoro-1-
Propenyl) Solid Bags 5
21. Sodium Cyanide Solid Bags 2
22. Meta Phenoxy Benzaldehyde Solid Bags 10
23. Sodium Carbonate Solid Bags 5
24. Sodium Hypo Chloride Liquid Tank 10
25. Isopropyl Alcohol Liquid Drums 5
26. Bifenenthrin Alcohol Liquid Drums 5
27. Thionyl Chloride Liquid Drums 2
28. Ethylene Di Chloride (EDC) Liquid Tank 10
29. Lambda Acid Liquid Drums 3
30. Acetic Acid Liquid Drums 1
31. 3_5_6-Trichloro-2-Pyridinol Sodium Salt (Na HTPC) -85 % Solid Bags 10
32. Sodium Chloride Solid Bags 5
33. Tetrabutylammonium Bromide(Tbab)/Dimethyl Amino
Pyridine (4 DMAP) Solid Bags 0.5
34. Diethyl Thio Phosporyl Chloride (DETC) Liquid Drums 5
35. O O - Dimethyl Phosphoro Amino Thioate ( DMPAT) Liquid Drums 20
36. Dimethyl Sulphate (DMS) Liquid Tank 10
37. Acetic Anhydride Liquid Tank 20
38. Sulphuric Acid Liquid Carboy 2
39. Ammonia Liquid Tank 10
40. Chloroform Liquid Tank 10
41. Ethyl Acetate Liquid Drums 5
42. 4-Bromo2-Chloro Phenol Liquid Drums 5
43. Ethanol -99 % Liquid Drums 5
44. Sodium hydrosulphide Liquid Drums 2
45. Propyl Bromide Liquid Drums 2
46. 5-amino-3-cyano-1-(2,6-dichloro-4-trifluoro methyl phenyl)
pyrazole Solids Bags 5
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 31
# Name of Raw Material State Storage
Mode
Storage Capacity
KL or Tons
47. Trifluoro methyl sulfynyl chloride Solids Bags 5
48. Ammonium Bicarbonate Solid Bags 2
49. Thiourea Solid Bags 2
50. Carbamoyl chloride Liquid Drums 2
51. 1,3-dichloro-N,N-dimethylpropan-2-amine HCL Liquid Drums 2
52. Sodium thiosulphate Solid Bags 5
53. (E) Methyl –2-[2-(6-Chloropyrimidin-Yloxy) Phenyl]-3-
Methoxy Propionate Liquid Drums 5
54. 2-Cyano Phenol Liquid Drums 5
55. Copper (I) Chloride (CuCL) Solid Bags 0.1
56. Methylene Dichloride (MDC) Liquid Tank 10
57. Methyl Amine Liquid Drums 2
58. Avermectin (Abamactine) Solid Bags 0.1
59. Tertiary butyl dimethyl silyl chloride Liquid Drums 1
60. Benzoic Acid Liquid Drums 2
61. Spinosyn J AND L Solid Drums 0.1
62. Rhodium (Rh) Solid Drums 0.05
63. Trehalose Dihydrate Solid Bags 2
64. Validoxylamine B Solid Bags 0.1
65. N,N-Dimethylformamide (DMF) Liquid Tank 10
66. (R)-(−)-2-(Chloromethyl)oxirane Solid Bags 5
67. 1,2,4 Triazole Solid Bags 10
68. Polysorbate Solid Bags 1
69. Formic Acid Liquid Drums 5
70. 4-Methyl-2-hydrazino benzothiazole (HMBT) Solid Drums 5
71. 2-(bromomethyl)-2-(2,4 -dichlorophenyl)-4-propyl -1,3-
dioxolane (Bromo Ketal) Liquid Drums 2
72. 2-[2-(4-Chlorophenyl)ethyl]-2-(1,1-dimethylethyl)-oxirane Solid Drums 2
73. N-Butanol Liquid Drums 2
74. 2-((4-(P-Chlorophenoxy)-2-Chlorophenyl)-2-Bromomethyl-
4-Methyl-1,3-Dioxolane Liquid Drums 2
75. Ethyl 3-isopropyl-2-oxo-cyclopentane-1-carboxylate Liquid Drums 2
76. 4 Chlorobenzyl Chloride Liquid Drums 2
77. Trimethylsulfoxonium iodide Solid Bags 0.01
78. 1-chloropinacolone Liquid Drums 2
79. 4-Chlorobenzyl Chloride Liquid Drums 2
80. Sodium tetrahydridoborate (NaBH4) Solid Bags 0.25
81. Sodium thiocyanate (NaSCN) Solid Bags 1
82. Dimethyl Amine (DMA) Liquid Drum 2
83. Methyl Chloro Formate (MCF) Liquid Drum 5
84. Ortho-Phenylenediamine (OPDA) Solid Bags 2.5
85. Methoxyacetyl Chloride (MAC) Solid Bags 2
86. 2,6-Dimethylaniline Liquid Drums 2
87. 3 -Isopropyl 3-Methyl 5H Imidazole pyrrole-3 ethyl pyridine
2 5 diol Solid Bags 2
88. Acetic Acid Liquid Drums 2
89. O-sulfo Isocyanate Methyl Benzoate Liquid Drums 2
90. 2-Amino 4-Methoxy 6-Methyl 1,3,5 Triazine Solid Bags 2
91. 2-Ethylsulfonylimidazo[1,2-a]pyridine-3-sulfonamide Liquid Drums 2
92. 4,6-Dimethoxy-2-(phenoxycarbonyl) amino pyrimidine
(ADCP) Liquid Drums 2
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 32
# Name of Raw Material State Storage
Mode
Storage Capacity
KL or Tons
93. Acetone Liquid Tank 5
94. Benzenesulfonamide Solid Bags 2
95. Ethyl chloroformate Liquid Drums 2
96. Aminopyrimidine Liquid Drums 2
97. 1-Methyl-4-ethylformate-5-pyrazole sulfonamide Solid Bags 2
98. O-Methylbenzylsulphonamide Solid Bags 2
99. 4-Dimethylaminopyridine Liquid Drums 2
100. 2-(4-hydroxy phenoxy propionic acid Solid Bags 5
101. Tetrabutylammonium bromide Solid Bags 0.5
102. 2,3-Difluoro-5-chloropyridine Liquid Drums 2
103. Propargyl Chloride (70%) Liquid Drums 2
104. N-Chloroacetyl-2,6-Diethylaniline Liquid Drums 5
105. Ammonia Gas Gas Cylinders 100
106. 2,6- Diethyl-N-(2-propoxyethyl) aniline (DEPA) Liquid Drums 10
107. Hexane Liquid Tank 10
108. Chloro acetyl chloride (CAC) Liquid Drums 5
109. Sodium hypo chloride 8 % Liquid Drums 2
110. N-(Phosphonomethyl)iminodiacetic acid hydrate (PMIDA) Solid Bags 10
111. Sodium Tungstate Solid Bags 0.1
112. Hydrogen peroxide (H2O2) Liquid Carboy 5
113. Sodium Metabisulphate Solid Bags 0.1
114. Vanadyl sulfate Solid Bags 0.2
115. 3-ethoxy-4-nitrophenol Liquid Drums 2
116. 3,4-dichloro-benzotrifluoride Liquid Drum 2
117. Cyanuuric Chloride Liquid Drums 2
118. Isopropylamine Liquid Drums 10
119. Monomethylamine Liquid Drums 2
120. Cypermethrin Acid Chloride Liquid Drums 5
121. m-phenoxy benzaldehyde (MPBAD) Powder Fiber Drums 5
122. Benzyltriethylammonium chloride (TEBACL) Powder Fiber Drums 0.2
123. Dibromovinyl Dimethyl Cyclo propane Carboxylic Acid
Chloride Powder Fiber Drums 1
124. Carbon Tetrachloride Liquid Drums 5
125. Acrylo Nitrile Liquid Drums 5
126. Isobutelene Liquid Drums 5
127. N-(2,6-diisopropyl-4-phenoxyphenyl) isothiocyanate Powder Bags 1
128. Monochloroacetic acid (MCA) Powder Bags 2
129. 2-Heptanol Liquid Drums 2
130. p-Toluene sulfonic acid (PTSA) Liquid Drums 0.2
131. 5-Chloro-8-hydroxyquinoline Powder Bags 2
132. [1-chloro-2-cyano-2-(4-chlorophenyl)hexane] Liquid Drums 2
133. Diethyl Ketone Liquid Drums 1
2.2.9 Raw Material
Raw materials required for expansion project has been estimated based on operation of existing plant and
it is/will be sourced from local dealer. It is/will be transported through trucks/tankers. Detail of raw material
consumption for existing and proposed plant is detailed in table 2.6.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 33
Table 2.6 List of Raw Materials
# Name of Raw Material CAS No.
Existing Raw
Material
Requirement
(TPA)
Proposed Raw
Material
Requirement
(TPA)
Total Raw
Material
Requirement
After
Expansion
(TPA)
1. ACETAMIPRID TECH 135410-20-7 60 240 300
i. Mono Methyl Amine - 25 % sol. In Methanol (MMA) 74-89-5 15.54 62.16 77.7
ii. Tetrabutylammonium bromide (TBAB) 1643-19-2 240 960 1200
iii. 2-Chloro-5-chloro methyl thiazole (CCMT) 105827-91-6 59.58 238.32 297.9
iv. Methanol (MeOH) 67-56-1 9.78 39.12 48.9
v. Sodium hydroxide (NaOH) Flakes 1310-73-2 14.4 57.6 72
vi. 3-Methyl-4-nitroiminoperhydro-1,3,5-oxadiazine 153719-38-1 36.3 145.2 181.5
vii. Hydrochloric acid [HCl (30%)] 7647-01-0 6 24 30
2. IMIDACLOPRID 138261-41-3 60 240 300
i. 2-Chloro-5-chloromethylpyridine (CCMP) 70258-18-3 42 168 210
ii. 2 -Nitroimino Imidazolidine (NII) 5465-96-3 36.18 144.72 180.9
iii. Sodium hydroxide (NaOH) 67-56-1 14.76 59.04 73.8
iv. N,N-Dimethylformamide (DMF) 68-12-2 8.4 33.6 42
v. Hydrochloric acid [HCl (30%)] 7647-01-0 6 24 30
3. THIACLOPRID 111988-49-9 60 240 300
i. N - (2-Chloro-5-pyridylmethyl)-2-cyanoiminothiazolidine 16858-01-8 46.14 184.56 230.7
ii. 2-Chloro-5-Chloro methyl pyridine 70258-18-3 58.86 235.44 294.3
iii. N,N-Dimethylformamide (DMF) 68-12-2 6.54 26.16 32.7
iv. Sodium hydroxide (NaOH) 67-56-1 14.52 58.08 72.6
v. Hexane (C6H14) 110-54-3 15.48 61.92 77.4
4. THIAMETHOXAM 153719-23-4 60 240 300
i. 2-Chloro-5-Chloro Methyl Thiazole (CCMT) 105827-91-6 44.42 177.7 222.12
ii. 3-Methyl-4-nitroiminoperhydro-1,3,5-Oxadiazine 153719-38-1 44.42 177.7 222.12
iii. N,N-Dimethylformamide (DMF) 68-12-2 0.9 3.6 4.5
iv. Potassium Carbonate 584-08-7 46.62 186.48 233.1
v. Hydrochloric acid (HCL) 30 % 7647-01-0 7.8 31.2 39
vi. Hydrogen peroxide (H2O2) 50% 124-43-6 1.8 7.2 9
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5. NOVALURON (INSECTICIDE PGR) 116714-46-6 10 100 110
i. 2, 6-Difluoro Benzamide 18063-03-1 4.26 42.6 46.86
ii. Oxyalyl Chloride 79-37-8 3.8 38 41.8
iii. Benzanamine (3-chloro 4 (1.1.2 tri fluromethoxy )ethoxy)aniline) 100-46-9 8 80 88
iv. Toluene 108-88-3 1.92 19.2 21.12
6. LAMDA CYHALOTHRIN 91465-08-6 30 170 200
i. Z-(1R,S)-cis-2,2-dimethyl-3-(2,2-chloro-3,3,3-trifluoro-1-propenyl)
cyclopropanecarboxylic acid (lambda Cyhalothric acid) 72748-35-7 18.27 103.53 121.8
ii. Hexane (C6H14) 110-54-3 3.75 21.25 25
iii. Sodium cyanide 143-33-9 3.66 20.74 24.4
iv. Meta phenoxy Benz aldehyde 39515-51-0 13.41 75.99 89.4
v. Dimethyl formamide 68-12-2 0.3 1.7 2
vi. Sodium carbonate 497-19-8 15 85 100
vii. Sodium hypochloride 8 % 7681-52-9 44.46 251.94 296.4
viii. Di isopropyl amine 108-18-9) 4.8 27.2 32
ix. Isopropyl Alcohol 67-63-0 3.18 18.02 21.2
7. BIFENTHRIN 82657-04-3 30 170 200
i. Bifenenthrin Alcohol 76350-90-8-1 18.18 103.02 121.2
ii. Thionyl Chloride 7719-09-7 11.52 65.28 76.8
iii. Ethylene di chloride (EDC) 107-06-2 0.57 3.23 3.8
iv. N,N-Dimethylformamide (DMF) 68-12-2 1.872 10.608 12.48
v. N,N-Dimethylformamide (DMF) 68-12-2 1.278 7.242 8.52
vi. Lambda acid 72748-35-7 20.88 118.32 139.2
vii. Potassium carbonate (K2CO3) 584-08-7 15.81 89.59 105.4
viii. Hydrochloric acid (HCL) 30% 7647-01-0 0.36 2.04 2.4
ix. Hexane (C6H14) 110-54-3 0.57 3.23 3.8
x. Acetic Acid 64-19-7 0.36 2.04 2.4
xi. Sodium hydroxide (NaOH) 20 % 67-56-1 20.1 113.9 134
8. CHLORPYRIFOS 2921-88-2 150 850 1000
i. 3_5_6-trichloro-2-pyridinol Sodium Salt (Na-HTCP) -85 % 37439-34-2 111 629 740
ii. Ethylene Dichloride (EDC ) 107-06-2 12.15 68.85 81
iii. Sodium chloride 7647-14-5 3.75 21.25 25
iv. Tetrabutylammonium bromide(TBAB)/dimethyl amino pyridine (4 DMAP) 1643-19-2 1.2 6.8 8
v. Sodium hydroxide (NaOH) 67-56-1 3.825 21.675 25.5
vi. Diethyl Thio Phosporyl Chloride (DETC) 2524-04-1 96.45 546.55 643
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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9. ACEPHATE 30560-19-1 150 850 1000
i. O O - Dimethyl Phosphoro Amino Thioate ( DMPAT) 17321-47-0 180 1020 1200
ii. Dimethyl Sulphate (DMS) 77-78-1 25.35 143.65 169
iii. Acetic Anhydride 108-24-7 135 765 900
iv. Sulphuric Acid 7664-93-9 3.15 17.85 21
v. Ammonia gas 7664-41-7 30.6 173.4 204
vi. Chloroform 67-66-3 12.75 72.25 85
vii. Ethyl Acetate 141-78-6 16.5 93.5 110
10. PROFENOFOS 41198 - 08 -7 150 850 1000
i. 4-Bromo2-chloro phenol 3964-56-5 90.6 513.4 604
ii. Diethyl thio phosporyl chloride (DETC) 2524-04-1 86.25 488.75 575
iii. Sodium hydroxide (NaOH) 26 % 67-56-1 78.75 446.25 525
iv. Catalyst Tetrabutylammonium bromide(TBAB 1643-19-2 0.63 3.57 4.2
v. Ethanol -99 % 64-17-5 4.8 27.2 32
vi. Sodium hydrosulphide NaSH-26 % 16721-80-5 91.35 517.65 609
vii. Tetrabutylammonium Bromide (TEBA) 1643-19-2 0.0105 0.0595 0.07
viii. Propyl Bromide 106-94-5 63 357 420
11. FIPRONIL 120068-37-3 120 80 200
i. 5-amino-3-cyano-1-(2,6-dichloro-4-trifluoro methyl phenyl) pyrazole 120068-79-3 104.4 69.6 174
ii. Trifluoro methyl sulfynyl chloride 20621-29-8 67.56 45.04 112.6
iii. Toluene 108-88-3 8.76 5.84 14.6
12. BUPROFEZIN 69327-76-0 120 80 200
i. Ammonium Bicarbonate 1066-33-7 96.96 64.64 161.6
ii. Ethylene dichloride (EDC ) 107-06-2 6.655 4.455 11.055
iii. Thiourea 62-56-6 85.156 57.236 140.996
iv. Carbamoyl chloride ((Chloromethyl) phenylcarbamic chloride) 52123-54-3 113.037 76.277 186.557
v. Methanol 67-56-1 0.248 0.168 0.408
13. CARTAP HYDROCHLORIDE 15263-52-2 120 80 200
i. 1,3-dichloro-N,N-dimethylpropan-2-amine HCL 14758-19-1 95.52 63.68 159.2
ii. Sodium thiosulphate 7772-98-7 168.36 112.24 280.6
iii. Sodium cyanide 143-33-9 97.44 64.96 162.4
iv. Sodium hydroxide (NaOH) 67-56-1 55.08 36.72 91.8
v. Methanol (MeOH) 67-56-1 14.88 9.92 24.8
vi. Hydrochloric acid (HCL) 7647-01-0 120 80 200
14. AZOXYSTROBIN 131860-33-8 50 100 150
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i. (E) methyl –2-[2-(6-chloropyrimidin-yloxy) phenyl]-3-methoxy propionate 131860-97-4 61.05 122.1 183.15
ii. N,N-Dimethylformamide (DMF) 68-12-2 4.59 9.09 13.59
iii. 2-Cyano phenol 611-20-1 25.948 50.898 75.848
iv. Potassium carbonate 584-08-7 30.634 59.534 88.434
v. Copper (I) chloride (CuCl) 7758-89-6 0.41148 0.79248 1.17348
vi. Methylene Dichloride (MDC ) 75-09-2 1.089 2.079 3.069
vii. Hexane 110-54-3 2.016 3.816 5.616
15. EMAMECTIN BENZOATE 137512-74-4 50 100 150
i. Methyl amine 74-89-5 0.04 4 6
ii. Avermectin (Abamactine ) 71751-41-2 1.074 108.474 162.174
iii. Methanol 67-56-1 0.026 2.652 3.952
iv. Acetic acid 64-19-7 0.094 9.682 14.382
v. Tertiary butyl dimethyl silyl chloride 18162-48-6 0.044 4.576 6.776
vi. Sodium carbonate 497-19-8 0.36 37.8 55.8
vii. Ethylene dichloride (EDC ) 107-06-2 0.025 2.65 3.9
viii. Ethyl Acetate 141-78-6 0.015 1.605 2.355
ix. Benzoic acid 65-85-0 0.133 14.364 21.014
16. SPINOSAD 168316-95-8 50 100 150
i. Spinosyn J AND L 187166-40-1 50 100 150
ii. Ethanol -99 % 64-17-5 1 2 3
iii. Isopropyl alcohol 67-63-0 0.5 1 1.5
iv. Rhodium (Rh) 7440-16-6 5 10 15
17. VALIDAMYCINE 37248-47-8 50 100 150
i. Trehalose Dihydrate 6138-23-4 21.75 43.5 65.25
ii. Validoxylamine B 39318-73-5 40.2 80.4 120.6
iii. Hexane 110-54-3 2 4 6
18 HEXACONAZOL 79983-71-4 50 300 350
i. N,N-Dimethylformamide (DMF) 68-12-2 3.85 23.1 26.95
ii. (R)-(−)-2-(Chloromethyl)oxirane (C3H5ClO) 51594-55-9 46.2774 273.1274 318.4974
iii. Potassium carbonate (K2CO3) 584-08-7 18.824 109.324 127.424
iv. 1,2,4 Triazole 288-88-0 15.264 87.264 101.664
v. Polysorbate 9005-65-6 1.296 7.296 8.496
19. TRICYCLAZOLE 41814-78-2 50 300 350
i. Formic Acid 64-18-6 2.2 13.2 15.4
ii. 4-Methyl-2-hydrazino benzothiazole (HMBT) 20174-68-9 50 300 350
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20. PROPICONAZOLE 60207-90-1 50 300 350
i. 1,2,4 Triazole 98 % 206-022-9 27.5 165 192.5
ii. Potassium carbonate (K2CO3) 584-08-7 56.1 331.1 386.1
iii. N,N-Dimethylformamide (DMF) 68-12-2 11.44 66.44 77.44
iv. 2-(bromomethyl)-2-(2,4 -dichlorophenyl)-4-propyl -1,3-dioxolane (Bromo Ketal) 60207-89-8 74.2 424.2 494.2
v. Ethylene di chloride (EDC ) 107-06-2 1.62 9.12 10.62
21. TEBUCONAZOLE 107534-96-3 50 300 350
i. 2-[2-(4-Chlorophenyl)ethyl]-2-(1,1-dimethylethyl)-oxirane (OXIRANE) 80443-63-6 46.65 279.9 326.55
ii. 1,2,4 Triazole 98 % 206-022-9 13.923 82.173 95.823
iii. Pottasium Hydroxide (KOH) 1310-58-3 2.288 13.288 15.488
iv. n-Butanol 71-36-3 2.12 12.12 14.12
v. Hydrochloric acid (HCL) 36.5 7647-01-0 2.052 11.552 13.452
22. DIFENOCONAZOL 119446-68-3 50 300 350
i. 2-((4-(P-Chlorophenoxy)-2-Chlorophenyl)-2-Bromomethyl-4-Methyl-1,3-Dioxolane
(Bromo Ketal) 873012-43-2 68 408 476
ii. 1,2,4 Triazole 98 % 206-022-9 16.75 100.5 117.25
iii. Potassium carbonate (K2CO3) 584-08-7 33.75 202.5 236.25
iv. N,N-Dimethylformamide (DMF) 68-12-2 8.9 53.4 62.3
v. Ethylene di chloride (EDC ) 107-06-2 2 12 14
23. IPCONAZOLE 125225-28-7 50 300 350
i. Ethyl 3-isopropyl-2-oxo-cyclopentane-1-carboxylate 91966-24-4 22.95 137.7 160.65
ii. 4 Chlorobenzyl Chloride 104-83-6 26.95 161.7 188.65
iii. Sodium carbonate 497-19-8 17.6 105.6 123.2
iv. Toluene 108-88-3) 2 12 14
v. Trimethylsulfoxonium iodide ((CH3)3S(I)O) 1774-47-6 1.65 9.9 11.55
24. PACLOBUTRAZOL 76738-62-0 50 300 350
i. 1-chloropinacolone 13547-70-1 28.5 171 199.5
ii. 1,2,4 Triazole 98 % 206-022-9 14.65 87.9 102.55
iii. Toluene 108-88-3 2 12 14
iv. Sodium hydroxide (NaOH) 67-56-1 8.5 51 59.5
v. 4-Chlorobenzyl Chloride (ClC6H4CH2Cl) 104-83-6 28.95 173.7 202.65
vi. Sodium tetrahydridoborate (NaBH4) 16940-66-2 8.05 48.3 56.35
25. THIOPHANATE-METHYL 23564-05-8 20 20 40
i. Ethylene Dichloride (EDC ) 107-06-2 1.04 1.04 2.08
ii. Sodium thiocyanate (NaSCN) 540-72-7 7.68 7.68 15.36
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iii. Dimethyl Amine (DMA) 124-40-3 0.76 0.76 1.52
iv. Methyl Chloro Formate (MCF) 79-22-1 8.12 8.12 16.24
v. Ortho-Phenylenediamine (OPDA) 95-54-5 4.76 4.76 9.52
26. METALAXYL 57837-19-1 20 20 40
i. Methoxyacetyl Chloride (MAC) 38870-89-2 10.76 10.76 21.52
ii. 2,6-Dimethylaniline 87-62-7 17 17 34
iii. N,N-Dimethylformamide (DMF) 68-12-2 7.3 7.3 14.6
iv. Toluene 108-88-3 1.56 1.56 3.12
v. Hexane 110-54-3 8.36 8.36 16.72
27. IMAZETHAPYR 81335-77-5 20 20 40
i. 3 -Isopropyl 3-Methyl 5H Imidazole pyrrole-3 ethyl pyridine 2, 5 diol -- 21.68 21.68 43.36
ii. Methanol 67-56-1 1.14 1.14 2.28
iii. Sodium hydroxide in Methanol 1310-73-2 8.64 8.64 17.28
iv. Acetic Acid 64-19-7 2.4 2.4 4.8
v. Sodium hydroxide (NaOH) 1310-73-2 40 40 80
vi. Hydrochloric acid (HCL) -36 7647-01-0
28. METSULFURON-METHYL 74223-64-6 35 65 100
i. O-sulfo Isocyanate Methyl Benzoate 83056-32-0 22.225 41.275 63.5
ii. 2-Amino 4-Methoxy 6-Methyl 1,3,5 Triazine 1668-54-8 14.7 27.3 42
iii. Toluene 108-88-3 1.645 3.055 4.7
29. SULFOSULFURON 141776-32-1 35 65 100
i. 2-Ethylsulfonylimidazo[1,2-a]pyridine-3-sulfonamide (ESPO) 141776-47-8 23.31 43.29 66.6
ii. 4,6-Dimethoxy-2-(phenoxycarbonyl) amino pyrimidine (ADCP) 89392-03-0 25.655 47.645 73.3
iii. Acetone 67-64-1 2.975 5.525 8.5
iv. Sodium hydroxide (NaOH SOLUTION -30 %) 67-56-1 19.11 35.49 54.6
v. Hydrochloric acid (HCL-30 %) 7647-01-0 18.655 34.645 53.3
30. CHLORIMURON-ETHYL 90982-32-4 35 65 100
i. Benzenesulfonamide 98-10-2 19.81 36.79 56.6
ii. Ethyl chloroformate 541-41-3 9.31 17.29 26.6
iii. Toluene 108-88-3 3.5 6.5 10
iv. Sodium carbonate 497-19-8 8.75 16.25 25
v. Aminopyrimidine 109-12-6 13.405 24.895 38.3
31. PYRAZOSULPHURON 93697-74-6 35 65 100
i. 1-Methyl-4-ethylformate-5-pyrazole sulfonamide 88398-81-6 19.81 36.79 56.6
ii. Ethyl chloroformate 541-41-3 9.31 17.29 26.6
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iii. Toluene 108-88-3 3.5 6.5 10
iv. Sodium carbonate 497-19-8 8.75 16.25 25
v. 2-Aminopyrimidine 109-12-6 13.405 24.895 38.3
32. BENSULFURON-METHYL 83055-99-6 35 65 100
i. O-Methylbenzylsulphonamide 112941-26-1 19.81 36.79 56.6
ii. Ethyl chloroformate 541-41-3 9.31 17.29 26.6
iii. Toluene 108-88-3 6.72 12.48 19.2
iv. Sodium carbonate 497-19-8 8.75 16.25 25
v. 4-Dimethylaminopyridine 1122-58-3 13.405 24.895 38.3
33. CLODINAFOP-PROPARGYL 105512-06-9 5 95 100
i. 2-(4-hydroxy phenoxy propionic acid 67648-61-7 3.165 60.135 63.3
ii. Potassium carbonate (K2CO3) 584-08-7 5.485 104.215 109.7
iii. Tetrabutylammonium bromide 1643-19-2 0.175 3.325 3.5
iv. 2,3-Difluoro-5-chloropyridine 89402-43-7 2.73 51.87 54.6
v. Propargyl Chloride (70%) 624-65-7 2.29 43.51 45.8
vi. N,N-Dimethylformamide (DMF) 68-12-2 0.6 11.4 12
vii. Hexane 110-54-3 0.385 7.315 7.7
viii. Isopropyl alcohol 67-63-0 0.125 2.375 2.5
ix. Activated carbon -- 0.18 3.42 3.6
34. BUTACHLOR 23184-66-9 100 900 1000
i. Butanol 71-36-3 1.3 11.7 13
ii. N-Chloroacetyl-2,6-Diethylaniline 6967-29-9 89.2 802.8 892
iii. Ammonia gas 7664-41-7 5.3 47.7 53
35. PRETILACHLOR 51218-49-6 100 900 1000
i. 2,6- Diethyl-N-(2-propoxyethyl) aniline (DEPA) 61874-13-3 76.1 684.9 761
ii. Hexane 110-54-3 2.1 18.9 21
iii. Chloro acetyl chloride (CAC) 79-04-9 42.4 381.6 424
iv. Sodium carbonate 497-19-8 2.7 24.3 27
v. Sodium hypo chloride 8 % 7681-52-9 13.6 122.4 136
36. GLYPHOSATE 1071-83-6 250 750 1000
i. N-(Phosphonomethyl)iminodiacetic acid hydrate (PMIDA) 5994-61-6 417.5 1252.5 1670
ii. Sodium Tungstate 10213-10-2 1.425 4.275 5.7
iii. Hydrogen peroxide (H2O2) 124-43-6 181.5 544.5 726
iv. Sodium Metabisulphate 7681-57-4 12.5 37.5 50
v. Vanadyl sulfate 27774-13-6 0.125 0.375 0.5
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37. OXYFLUORFEN 42874-03-3 250 750 1000
i. 3-ethoxy-4-nitrophenol 64635-54-7 157.75 473.25 631
ii. 3,4-dichloro-benzotrifluoride 320-60-5 185.25 555.75 741
iii. Potassium carbonate 584-08-7 119 357 476
iv. Toluene 108-88-3 10 30 40
38. ATRAZINE 1912-24-9 250 750 1000
i. Toluene 108-88-3 25 75 100
ii. Cyanuuric Chloride 108-77-0 250 750 1000
iii. Isopropylamine 75-31-0 83 249 332
iv. Sodium hydroxide (NaOH -47 %) 67-56-1 250 750 1000
v. Hydrochloric acid (HCL -36%) 7647-01-0 15 45 60
vi. Monomethylamine (MEA 70 %) 74-89-5 91 272 362
39. METRIBUZIN 21087-64-9 250 750 1000
i. Methanol 67-56-1 69.75 209.25 279
ii. Sulfur 7704-34-9 9 27 36
iii. Bromine 7726-95-6 54.75 164.25 219
iv. Triazinone 33509-43-2 270 810 1080
v. Sodium Bisulfite 7631-90-5 3.75 11.25 15
vi. 2 Ethylhexanol 104-76-7 1.75 5 7
vii. Sodium hydroxide (10% NaOH) 67-56-1 75.75 227.25 303
viii. Chlorine 7782-50-5 8.5 25.5 34
ix. Sodium hydroxide (NAOH 47 %) 67-56-1 85.25 255.75 341
x. Sodium hydroxide (32% NAOH) 67-56-1 85.25 255.75 341
40. CYPERMETHRIN 52315-07-8 0 1200 1200
i. Cypermethrin Acid Chloride 52314-67-7 0 649.2 649.2
ii. m-phenoxy benzaldehyde (MPBAD) 39515-51-0 0 554.4 554.4
iii. N HEXANE 110-54-3 0 48 48
iv. Sodium cyanide 143-33-9 0 150 150
v. Benzyltriethylammonium chloride (TEBACL) 56-37-1 0 12 12
vi. Sodium carbonate 497-19-8 0 24 24
vii. Sodium hypo chloride 7681-52-9 0 478.8 478.8
41. α-CYPERMETHRIN 67375-30-8 0 1200 1200
i. m-phenoxy benzaldehyde (MPBAD) 39515-51-0 0 823.2 823.2
ii. Cypermethrin Acid Chloride 52314 - 67 – 7 0 962.4 962.4
iii. Sodium cyanide 143-33-9 0 224.4 224.4
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iv. Hexane 110-54-3 0 103.2 103.2
v. Benzyltriethylammonium chloride 56-37-1 0 16.8 16.8
vi. Sodium carbonate 497-19-8 0 42 42
vii. Isopropyl alcohol 67-63-0 0 84 84
viii. Sodium hypo chloride 7681-52-9 0 684 684
42. PERMETHRIN 52645-53-1 0 1200 1200
i. Cypermethrin Acid Chloride 52314 - 67 – 7 0 733.2 733.2
ii. 3-Phenoxybenzyl Alcohol 13826-35-2 0 627.6 627.6
iii. Hexane 110-54-3 0 48 48
iv. Sodium hydroxide (NaOH 47 %) 67-56-1 0 60 60
v. Sodium carbonate 497-19-8 0 48 48
43. DELTAMETHRIN 52918-63-5 0 100 100
i. m-phenoxy benzaldehyde (MPBAD) 39515-51-0 0 59.3 59.3
ii. Dibromovinyl Dimethyl Cyclo propane Carboxylic Acid Chloride 55701-05-8 0 88.3 88.3
iii. Sodium cyanide 143-33-9 0 14.6 14.6
iv. Hexane 110-54-3 0 9 9
v. Catalyst-1 -- 0 1 1
vi. Sodium carbonate 497-19-8 0 7.5 7.5
vii. Isopropyl alcohol 67-63-0 0 2.7 2.7
viii. Catalyst-2 -- 0 12.5 12.5
ix. Sodium hypo chloride 7681-52-9 0 46.3 46.3
44. CYPERMETHRICACIDCHLORIDE (CMAC) 52314-67-7 0 850 850
i. Carbon Tetra Chloride 56-23-5 0 1422.05 1422.05
ii. Acrylo Nitrile 107-13-1 0 641.75 641.75
iii. Hydrochloric Acid 7647-01-0 0 2125 2125
iv. Thionyl Chloride 9/7/7719 0 1548.7 1548.7
v. Sodium hydroxide (NaOH 47%) 67-56-1 0 5015 5015
vi. Sodium hydroxide (NaOH) 67-56-1 0 236.3 236.3
vii. Sodium sulfite (NA2SO3 20%) 7757-83-7 0 1418.65 1418.65
viii. Isobutelene 115-11-7 0 510 510
ix. Sodium bicarbonate (NaHCO3) 144-55-8 0 130.05 130.05
x. N,N-Dimethylformamide (DMF) 68-12-2 0 25.5 25.5
xi. Triethylamine 121-44-8 0 119.85 119.85
xii. Hexane 110-54-3 0 229.5 229.5
xiii. Sulphuric acid (H2SO4) 7664-93-9 0 459 459
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xiv. CAT-1 -- 0 8.925 8.925
xv. CAT-2 -- 0 12.75 12.75
xvi. CAT-3 -- 0 14.45 14.45
45. DIAFENTHIURON 80060-09-9 0 100 100
i. Toluene 108-88-3 0 1 1
ii. N-(2,6-diisopropyl-4-phenoxyphenyl) isothiocyanate 80058-93-1 0 93.3 93.3
iii. Tributylamine 102-82-9 0 43.8 43.8
iv. Hexane 110-54-3 0 7.2 7.2
v. Isopropyl alcohol 67-63-0 0 4.8 4.8
46. CLOQUINTOCET MEXYL TECHNICAL (SAFNER) 99607-70-2 0 100 100
i. Hexane 110-54-3 0 4.1 4.1
ii. Monochloroacetic acid (MCA) 79-11-8 0 69.2 69.2
iii. 2-Heptanol 543-49-7 0 60.9 60.9
iv. p-Toluene sulfonic acid (PTSA) -- 0 2 2
v. Sodium bicarbonate (NaHCO3) 144-55-8 0 1.2 1.2
vi. N,N-Dimethylformamide (DMF) 68-12-2 0 1.5 1.5
vii. Potassium carbonate 584-08-7 0 36.4 36.4
viii. 5-Chloro-8-hydroxyquinoline 130-16-5 0 60.8 60.8
47. MYCLOBUTANIL 88671-89-0 0 100 100
i. Dimethyl sulfoxide (DMSO) 67-68-5 0 8 8
ii. Potassium hydroxide (KOH) 1310-58-3 0 35 35
iii. 1,2,4 Triazole 206-022-9 0 35 35
iv. [1-chloro-2-cyano-2-(4-chlorophenyl)hexane] 98595-02-9 0 100 100
v. Toluene 108-88-3 0 6 6
vi. Sodium bicarbonate (NaHCO3) 144-55-8 0 6.7 6.7
48. PENDIMETHALIN 40487-42-1 0 100 100
i. 3,4-Dimethylaniline 95-64-7 0 90.8 90.8
ii. Diethyl Ketone 96-22-0 0 64.5 64.5
iii. Platinum (Pt 5%) on Charcol 7440-06-4 0 3.8 3.8
iv. 2-Naphthalenesulfonic acid 120-18-3 0 3.1 3.1
v. Sulphuric Acid (H2SO4) 7664-93-9 0 90 90
vi. Nitric Acid (HNO3) 697-37-2 0 117 117
vii. Ethylene dichloride (EDC ) 107-06-2 0 2.4 2.4
viii. Hexane 110-54-3 0 2.4 2.4
ix. Hydrochloric Acid (HCL -36%) 7647-01-0 0 200 200
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Table 2.7 Other Chemicals required for ETP
S.NO. CHEMICAL NAME
EXISING AFTER EXPANSION
Quantity Per Day kg/L For
Treatment Of 25 KL Effluent Per Day
Quantity Per Month
Quantity Per Day kg/L For
Treatment Of 125 KL Effluent Per Day
Quantity Per Month
1. Sodium Hydroxide 30 Kgs 900 Kgs 150 Kgs 4500 Kgs 2. Hydrated Lime 25 Kgs 750 Kgs 125 Kgs 3750 Kgs 3. Ferric Alum 12 Litre 360 Litre 60 Litre 1800 Litre 4. Poly-Electrolyte 0.3 Kgs 9 Kgs 15 Kgs 45 Kgs 5. Hypo Solution 10 Litre 300 Litre 50 Litre 1500 Litre 6. Jaggery 2 Kgs 30 Kgs 10 Kgs 300 Kgs
2.3 SIZE OF PROJECT HPM Chemicals and Fertilizers Limited is not manufacturing any banned pesticide products and they assure that they will manufacture only the pesticide
having valid consents & CIB registration after expansion and undertaking for the same is attached as Annexure 7. Total production after expansion will be
900 TPA to 7140 TPA including pesticide formulation. A detail of products to be manufactured along with its quantification is presented in table 2.8 and table
2.9 and by-products in table 2.10. All manufactured products is/ will be transported throug trucks/tankers for domestic market and through container for export.
Table 2.8 Group wise Products
S. No. Group Quantity (TPA)
Existing Proposed Total
1. Insecticides and Bio-pesticides 370 2740 3110
2. Fungicides 70 420 490
3. Bactericide 50 100 150
4. Herbicides 410 2030 2440
5. Intermediates 00 950 950
6. Total (TPA) 900 6240 7140
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Table 2.9: Existing and Proposed Products with CAS number
# Product CAS No. Existing
(TPA)
Proposed
(TPA)
Total
quantity
(TPA)
Type
1. Acetamiprid Tech 135410-20-7
60 240 300
Insecticide
2. Imidacloprid 138261-41-3
3. Thiacloprid 111988-49-9
4. Thiamethoxam 153719-23-4
5. Novaluron (Insecticide Pgr) 116714-46-6 10 100 110
6. Lamda Cyhalothrin 91465-08-6 30 170 200
7. Bifenthrin 82657-04-3
8. Chlorpyrifos 2921-88-2
150 850 1000 9. Acephate 30560-19-1
10. Profenofos 41198 -08 -7
11. Fipronil 120068-37-3
120 80 200 12. Buprofezin 69327-76-0
13. Cartap Hydrochloride 15263-52-2
14. Azoxystrobin 131860-33-8
50 100 150
Insecticide
Fungicide
15. Emamectin Benzoate 137512-74-4 Bio Pesticide
16. Spinosad 168316-95-8
17. Validamycine 37248-47-8 Bacteriocide
Fungicide
18. Hexaconazole 79983-71-4
50 300 350
Fungicide
19. Tricyclazole 41814-78-2
20. Propiconazole 60207-90-1.
21. Tebuconazole 107534-96-3
22. Difenoconazole 119446-68-3-
23. Ipconazole 125225-28-7
24. Paclobutrazol 76738-62-0
25. Thiophanate-Methyl 23564-05-8 20 20 40
26. Metalaxyl 57837-19-1-
27. Imazethapyr 81335-77-5 20 20 40
Herbicide
28. Metsulfuron-Methyl 74223-64-6
35 65 100
29. Sulfosulfuron 141776-32-1
30. Chlorimuron-Ethyl 90982-32-4;
31. Pyrazosulfuron 93697-74-6
32. Bensulfuron-Methyl 83055-99-6
33. Clodinafop-Propargyl 105512-06-9 5 95 100
34. Butachlor 23184-66-9 100 900 1000
35. Pretilachlor 51218-49-6.
36. Glyphosate 1071-83-6
250 750 1000 37. Oxyfluorfen 42874-03-3
38. Atrazine 1912-24-9)
39. Metribuzin 21087-64-9
ADDITION OF NEW PRODUCTS
40. Diafenthiuron 80060-09-9 0 100 100 Herbicide
Insecticide
41. Pendimethalin 40487-42-1 0 100 100 Herbicide
42. Cypermethrin 52315-07-8
0 1200 1200 Insecticide 43. Alpha Cypermethrin 67375-30-8
44. Permethrin 52645-53-1
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# Product CAS No. Existing
(TPA)
Proposed
(TPA)
Total
quantity
(TPA)
Type
45. Deltamethrin 52918-63-5 0 100 100
46. Cypermethricacidchloride
(CMAC) 52314-67-7 0 850 850
Intermediate
47. Cloquintocet Mexyl Technical
(Safner) 99607-70-2 0 100 100
48. Myclobutanil 88671-89-0 0 100 100 Fungicide
TOTAL 900 6240 7140
Table 2.10 List of By-Products
# By Products CAS Number Exiting Proposed Total
Status / End use TPA
1. Sodium Sulphite - 20 % 7757-83-7 370.92 877.28 + 5652.5
= 6529.78 6900.70 Sold
2. Hydrochloric Acid - 30 % 7647-01-0 71.38 56.036 187.40 Sold/Captive
3. Ammonium Acetate – 98% 631-61-8 126.00 714.00 840.00 Sold
Total 568.30 7299.82 7928.10
2.4 MANUFACTURING PROCESS
2.4.1 CYPERMETHRIN
Cypermethrin acid chloride (CMAC) is condensed with Meta Phenoxy Benzaldehyde (MPBAD) along with
Sodium Cyanide in presence of solvent n-Hexane. After it is washed with water, Sodium Hypochlorite and
organic mass containing solvent is taken for solvent distillation. Cypermethrine thus obtained is packed in
drums. The aqueous layer, containing excess Cyanide is treated with Sodium Hypochlorite and sent to
Effluent Treatment Plant.
Chemical Reaction:
C.S.
Lye +
Mol. Wt. 227.5 49 198 416 58.5
C13H10O2 C22H19O3Cl2N NaCl
TEBA
Cl
Name
Crpermethr
ie acid
chloride
+Sodium
+ MPBAD Cypermethrin +Sodium
Cyanide Chloride
Formula C8H9OCl3 NaCN
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Flow Diagram:
Material Balance:
WATER 500
NaCN 125 3000n hexane
CMAC 541
TEBACL(CAT) 10
MPBD 462 600
AQ
LAYER
1638
4038
ORGANIC
LAYER
NAOCL 399
WATER 500 1038 AQ LAYER
SODA ASH
SOLUTION 4
%
500
4000 ORGANIC
2960
40
MEE
200 SALT
1000
CYPER
TECH 304 WATER LOSS MEE
1533
WATER RECYCLED FROM MEE
TO PROCESS
LOSS HEXANE
DETOXYFICATION OF NaCN
AQ AFTER DE TOX TO MEE
2037
cypermethrine washing
PROCESS FLOW AND MATERIAL BALANCE CYPERMETHRINE TECH
cypermethrine reaction
SEPERATION
DISTILLATION HEXANE
RECOVERY
RECOVERED
HEXANE
INPUT MASS OUTPUT MASS REMARK
KG KG
CYPERMETHRINE ACID CHLORIDE) 541 CYPERMETHRINE TECH 1000 PRODUCT
Meta Phenoxy Benzaldehyde (MPBAD) 462 Rec Hexane(recycled ) 2960 RECYCLE
n - Hexane 3000 Hexane Vapor 40 LOSS
AQ PART 2037
Sodium Cyanide125
WATER FROM MEE
DISTILATION 1533 TO ETP
TriethylBenzyl Ammonium Chloride(TEBACL 10 SALT 304
Soda ash 4 SOLUTION 500 WATER LOSS IN MEE 200
8% Sodium Hypochlorite 399
Water for soda ash solution . 500
Water For Washing 500
6037 6037
MATERIAL BALANCE FOR CYPERMETHRIN TECH
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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2.4.2 ALPHA CYPERMETHRIN
In first stage condensation Reaction is carried out between Di vinyl Acid chloride (DVACL) and Meta
phenoxy benzaldehyde (MPBAD) in presence of Sodium Cyanide (NaCN) solution & catalyst. This oil is
taken forward and then epimerized with Hexane and Iso propyl Alcohol (IPA).The aqueous phase subject to
cyanide detoxification using sodium hypochlorite. The powder is subjected to purification in presence of
IPA.
Chemical Reaction:
Flow Diagram:
Formula C8H9Cl3O NaCN C13H10O2 Epimerisation C22H19Cl2O3N NaCl
IPA Catalyst
Sodium Alpha Sodium
Mol. Wt. 227.5 49 198 416 58.5
CYPERMETHRI
NE ACID
CHLORIDEl
Name
+
Cyanide Cypermethrin Chloride
+ + MPBAD
Meta phenoxy
benzaldehyde 686
n-hexane 4214
cypermethrine acid
chloride 802
sodium cynide 187
water 835 AQ LAYER 1300
n hexane 4300
catalyst-1 14
WATER 514 570
SOD HYPO
10 %DETOXIFICATION
1824 CRUDE 3627 TOMEE
soda ash 5 % 700
aq soda ash
wash
850 WATER 2833
water for wash 700 SALT 250
aq water
wash
907 LOSS OF
WATER
544
1467
iso propyl alcohol (IPA) 1490
Catalyst-2 86
3043
FILTRATION 1695
ml of
epimaris
ation ipa
IPA
PURIFICA
TION1200+50 KG CAT
LOSS 30
1348 WET CACK
1448 ML
ISOPROPYL ALCHOL 1140 40 LOSS DRING
MEE
FLOW DIGRAM AND MATERIAL BALANCE ALPHA CYPERMETHRINE
1000
301 CYPER METHRINE
CRYSTALISATION/F
ILTRATION/DRING
reaction and hexane
recovery
washing
epimarisation
ALPHA CYPER
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Material Balance:
2.4.3 PERMETHRIN
Cypermethrine acid chloride is reacted with Meta Phenoxy Benzyl Alcohol (MPBAL). HCl gas generated is
scrubbed to water to form 25-30% HCl Solution. After it is washed with water & soda ash, Organic mass
containing solvent is taken for solvent distillation. Permethrin thus obtained is packed in drums.
Chemical Reaction:
686
802 Alpha Cypermethrin 1000PRODUCT
187
514 n-Hexane 4214 RECYCLE
4300ML of Epimerisation
(Rec. IPA)1448
RECYCLE
835 30CYPERMETHRINE -11
CROP307 RECYCLE
Detoxified Eff. 3627 To MEE
700 n-hexan 78
1490 IPA 70
1140
86
570
12024 TOTAL 12024
Material Balance- for alpha cypermethrine-Tech
TOTAL
VAPOUR LOSS OF
SOVENT
Iso Propyl Alcohol (IPA)
CRYSTALISATION
WATER
RECYCLE
700
KG
8% Sodium Hypochlorite
INPUT
Catalyst-2
Meta Phenoxy
Benzaldehyde (MPBAD)
n-Hexane
Water
Catalyst-1
Soda Ash (5%)
Water for Wash
CYPERMETHRINE ACID
CHLORIDE
Sodium Cyanide (NaCN)
14
Iso Propyl Alcohol (IPA)
EPIMERISATION
MASS
OUTPUT
MASS
KG
ML after Purification
(Rec. IPA)1250
Formula C8H9OCl3 C13H10O2C21H18O3Cl
2HCl
Mol. Wt. 227.5 198 389 36.5
NameCypermethrine
acid chloride+ MPBAL Permethrin +
Hydrochloric
acid
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Flow Diagram:
Material Balance:
All other products manufacturing process details are attached as annexure 11.
2.5 POLLUTION LOAD AND CONTROL MEASURES The quantity of pollutants present in an environment is called pollution load. Due to expansion project
activity there are chances of generating various following pollutants during construction as well as operation
phase.
2.5.1 Wastewater
Sewage is/will be generated due to domestic activities by workmen and staff personnel at site during
construction and operation phase. Wastewater in form of effluent will be generated from industrial activities
during operation phase.
Construction Phase: On site sanitation facilities will be provided to construction workers. Separate
arrangement of sanitation facility for female workers. It is estimated that 6.00 kLD sewage will be
generated, which will send to soak pit through septic tank.
Operation Phase: 35 kLD sewage will be generated and it will be treated in packaged STP of capacity 50
kLD. Effluent generated from the manufacturing process and other ancillary operation will be pre- treated
adequately through newly constructed effluent pre-treatment plant of capacity 150 kLD. It is estimated that
124.73 kLD effluents will be Pre-treated in ETP and treated water will be feed to 125 +25 kLD MEE and the
condensate water from MEE will be recycled in processing whereas salt generated from MEE will be sent to
TSDF land filing site, hence proposed project is Zero Liquid Discharge (ZLD) unit. Detail of wastewater
generation from the unit is mentioned in table 2.11.
CMAC 611 223 WATER
3000 n hexane
MPBAL 523 95.23 HCL GAS 318.23 30 % HCL SOL
4038.77 ORGANIC LAYER
50 C S LYE
WATER 500 1538.77 AQ LAYER
SODA ASH SOLUTION 4 % 1000
4000 ORGANIC
LOSS 11.77
2960
40
PERMETHRINE TECH1000
PROCESS FLOW AND MATERIAL BALANCE PERMETHRINE TECH
PERMETHRINE w ashing
Water –1450 Kg
DISTILLATION HEXANE RECOVERY RECOVERED HEXANE
LOSS HEXANE
MEE
PERMETHRINE reaction
1588.77 AQ TO MEE
Salt –125 Kg
INPUT MASS OUTPUT MASS
KG KG
CYPERMETHRINE ACID CHLORIDE 611 Permethrin Tech 1000 PRODUCT
MPBAL 523 30% HCL 318.23 BY PRODUCT
N HEXANE 3000 Aqueous Layer 1588.77 TO MEE
C LYE 47 % 50 HEXANE 2960 RECYCLE
WATER 500 HEXANE LOSS 40
SODA ASH 4 % SOLUTION 1000
WATER FOR HCL SCRUBER 223
TOTAL 5907 5907
Material Balance FOR PERMETHRIN TECH -1000 KG OF PRODUCT
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Table 2.11 Wastewater Generation
# Activities Existing (kLD) Proposed (kLD) Total (kLD) Remark
1. Domestic 4.00 31.00 35.00 Treated in STP
2. Industrial
i Processing 10.20 90.53 100.73
Treated in ETP followed by MEE
ii. Boiler-blow down 0.74 4.26 5.00
iii. Cooling-blow down 1.00 3.00 4.00
iv. Scrubber 1.20 3.80 5.00
3. Other
i Boiler Condensate 2.86 7.14 10.00 Treated in ETP followed by MEE
Total Industrial 16 108.73 124.73
4. Total 20.00 139.73 159.73
Existing ETP (25 kLD)
Design Capacity of ETP: 25 m3/day Effluent
Inlet/Outlet Parameters:
S.No. Parameters Inlet to ETP Outlet to ETP
1. pH Around 5 6.5 - 8.5
2. COD, mg/l Up to 6000 <250
3. BOD, 5 days @ 20 deg.C mg/l Up to 3000 <100
4. Suspended solids, mg/l Up to 500 <60
5. Oil & Grease Up to 30 <5
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 51
Figure: 2.8 Flow diagram of Existing ETP with capicities (25 kLD)
Detailed Technical Specification of existing ETP is attached as Annexure 14b.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Existing MEE (25 KLD)
Table: 2.12 Design Specification
DETAIL TECH SPECIFICATION OF EXISTING MEE-25 KL/DAY
DESIGN CRITEREA MEE -25 kL/DAY
Design
S.NO. DISCRIPTION VALUE
1. Feed Quantity (kL) 25
Feed Quantity (L) 25000
2. Feed Rate Kg/hr 1042
3. Operating Hours 24
4. Feed Temperature Ambient
5. Steam Pressure 6.0 Kgs
6. Steam Temperature Dry And Saturated
7. Cooling Water Temperature 32°
8. Vacumme System Ejector (Help To Operate Lower Temp Profile) Save Steam Conumption)
Not Provided
9. No Of Calendrea For Evaporation 2 NOS
STEAM
1. Stripper Unit (Min. /Max.)
2. TVR
3. EJECTOR
4. TOTAL MIN /MAX 660
Steam Consumption Kg/Day 15840
5. Steam Pressure Requirment 4-6 KGS
6. Steam Consumption Per Kgs Feed 0.66
Figure: 2.9 Photos of Existing MEE
EXISTING INCINERATOR (25 kg/h)
Technical specifications of incinerator model GW-25 with Air pollution control device –
cyclone separator
INCINERATOR--Brand Type & Model ―ALFA-THERM‖ Oil Fired Incinerator Model BMW-25
Burning Capacity 25 kgs/hr : Auxiliary
Primary Chamber : 8000C+500C Higher temperature can be attained by adjusting
Secondary Chamber : 1050 0C+50 0C - the temperature from the respective controllers
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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PRIMARY CHAMBER
Type : Static Solid Hearth
Material of Construction : Mild Steel
Refractory thickness : 115mm thick
Material Refractory bricks : confirming to IS-8
Insulation thickness : 115 mm thick
Material Insulation bricks : IS-2042
Waste Charging : Manual
Ash Removal : Manual
SECONDARY CHAMBER
Type : Static Solid Hearth
Material of Construction : Mild Steel
Refractory thickness : 115mm thick
Material Refractory bricks : confirming to IS-8
Insulation thickness : 115mm thick
Material Insulation bricks : IS-2042
BURNER
No. of Burners : 2 Nos (1 each for primary & secondary chamber)
Type Monoblock fully automatic oil fired Diesel Fuel
Make ―Alfa-Therm‖
CHIMNEY
MOC : Mild Steel
Height of chimney : 10 mtrs from ground level
Figure: 2.10 Photos of Existing Incinerator
2.5.2 Air Emission
Construction Phase: Demolition of formulation unit and additional constructional activities will lead to
fugitive emission in the form of dust.
Operation Phase: There will be flue gas emission from existing and proposed Boiler, Incinerator and D.G.
Sets, while process emission will be emitted from existing and proposed process vessels. Flue gas and
process gas emission from expansion project is mentioned in table 2.13 and table 2.14.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Table 2.13: Flue Gas Emission
#
Stack
attached
to
Capacity of
Utility Fuel
Fuel
Consumption
Height
(m)
Diameter
(mm) Pollutants APC device
Existing
1 Existing
Boiler
1 TPH*2 WOOD
or
Coal
2080.50 TPA
1277.00 TPA
30 400 PM <1200
mg/Nm3
Adequate stack
height and
Cyclone
separator
2 Incinerator 25 kg/h
LDO 200 L/h. 30 300 HCL <50
mg/Nm3 , SO2
<200 mg/Nm3
CO <100
mg/Nm3
TOC <20
mg/Nm3
PM <50
mg/Nm3
Adequate stack
height and
Ventury
Scrubber
3 D.G. Set 62 kVA HSD 20 L/h 7.5 100 PM <150
mg/NM3
SO2 <100
ppm
NOx <50 ppm
Adequate stack
height
Proposed
1 Boiler 10 TPH Wood
or
Coal
or
Rice
Husk
20805 TPA
12270 TPA
(37.18 TPD)
17885 TPA
35 750 PM <1200
mg/Nm3
SO2 <100
ppm
NOx <50 ppm
4 field
Electrostatic
Precipitator
(ESP)
2 Incinerator 200 kg/h HSD 500 L/h 30 200 HCL <50
mg/Nm3 , SO2
<200 mg/Nm3
CO <100
mg/Nm3
TOC <20
mg/Nm3
PM <50
mg/Nm3
Adequate stack
height and
Ventury
Scrubber
3 D.G. sets. 125 kVA *2
Nos.,
160 kVA 1
Nos.,
500 kVA 1
No., hence
total 750
kVA
HSD 200 L/h 7.5 100 PM <150
mg/Nm3
SO2 <100
ppm
NOx <50 ppm
Adequate stack
height
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 55
Table 2.14: Process Emission
# Vent attached to Product Height
(m) Diameter
(mm) Pollutants
Permissible Limit (mg/Nm
3)
APC control device
EXISTING
1. 2 Vents of Insecticides Plant
Lambda-Cyhalothrin 12 100 HCl,SO2
HCl <20
SO2 <40
Water scrubber followed by Caustic scrubber Bifenthrin
2. 2 Vents of Insecticides Plant
Acetamiprid 12 100 HCl HCl <20
Fipronil
3. Bactericides Plant vents
No emission from process product manufactured under this Category
4. 1 vent of Fungicides Plant Metalaxyl 12 100 HCl HCl <20
Water scrubber followed by Caustic scrubber
5. Intermediates Plant vents
No Production
6. 2 vent of Herbicides Plant
Butachlor 12 100 HCl,SO2 HCl <20
Water scrubber followed by Caustic scrubber
Pretilachlor
PROPOSED
1. Additional 1 vent of Insecticides Plant Permethrin 12 100 HCl HCl <20
Water scrubber followed by Caustic scrubber
2. Bactericides Plant vents
No emission from process product manufactured under this Category
3. Fungicides Plant vents
Same as existing
4. 1 vent of Intermediates Plant
Cypermethric Acid Chloride
12 100 HCl,SO2 HCl <20 SO2 <40
Water scrubber followed by Caustic scrubber
5. Herbicides Plant vents
Same as existing
2.5.3 Waste Generation
Construction Phase: During demolition of formulation unit 2000 Tons debris will be generated which will
be reused within premise.
Operation Phase: All the solid/hazardous wastes to be generated at the end of manufacturing process or
waste treatment process will be stored on impervious floor having roof, boundary wall and leachate
collection as well as transfer facility. Management of wastes shall be done as per Hazardous and Other
Wastes [Management and Transboundary Movement) Amendment Rules, 2016. Solid/hazardous waste
generated from plant is mentioned in table 2.15.
Table 2.15 Solid/hazardous Waste Management
# Name Category Quantity Management/ Disposal
Hazardous Waste Existing Proposed Total
1. MEE Salt 37.3 0.00 TPA 2588.00 TPA 2588.00 TPA Collection, storage,
transportation, disposal at
TSDF-Udaipur.
2. ETP sludge 34.3 4.50 TPA 422.55 TPA 427.05 TPA
3. Ash from
incinerator
36.2 3.00 TPA 20.44 TPA 23.44 TPA
4. Process
Waste
/Residue
29.1 88.75 TPA 1378.55 TPA 1467.3 TPA For Incineration
5. Used Oil 5.1 0.22 KLPA 0.60 KLPA 0.82 KLPA Collection, storage,
transportation, disposal
by selling to registered re-
processors
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 56
# Name Category Quantity Management/ Disposal
6. Discarded
Containers
33.1 1200
Nos./Annum
8000
Nos./Annum
9200
Nos./Annum
Collection, storage,
decontamination and
recycle or sold to scrap
operators
7. Fly ash from
boiler
Solid
Waste
51.84 TPA 518.40 TPA 570.24 TPA Send to Agarwal Ready
Mix Private Limited.
8. E- Waste -- 0.20 TPA 0.50 TPA 0.70 TPA Send to E-Waste
Collection Agency
9. Spent
Sulphuric Acid
B – 15 0.00 250.00 TPA 250.00 TPA Sold to Party
10. Spent HCL B – 15 0.00 4225.00 TPA 4225.00TPA Sold to Party
Solid waste like STP sludge 462 kgs/Annum will be used for gardening within plant premises/ or sold to
requires party.
TSDF-Udaipur membership certificate for disposal of waste attached in Annexure - 13, Aggrement with
Agrawal Ready Mix Pvt.Ltd. for reuse of fly ash is attached as Annexure–12.
2.5.4 Noise Generation
Construction Phase: Noise will be generated due to vehicular movement, demolition activities and
operation of construction equipment. Well maintained vehicles and construction equipment will be engaged
to minimize the noise pollution.
Operation Phase:
Noise is/will be generated due to various industrial activities, use of utility, plant machineries, vehicular
movement etc. A proper mitigation measure is/ will be implemented to control the noise to keep it within the
prescribed norms.
2.6 OCCUPATIONAL HEALTH AND SAFETY The project proponent is very much concerned in terms of health, safety and environment protection. HPM
is committed towards safety can be reflected from its ‗Health, Safety & Environment Policy‘ prepared for the
existing project. As per the previous performance, same dedication is to be continued for the proposed
expansion. Medical surveillance for the workers working in risk zone is been and will be carried out
regularly and annual report of the health status of workers for the same is been and will be maintained.
Safe Operating Procedures (SOP) for different works/activities is been on place and will be in place. HPM
is/will conduct training/seminar on safety, emergency respond time, mockdrill, safety at workplace etc. on
regular basis.
2.7 ASPECT/IMPACT AND ANALYSIS There will be impact due to proposed project activities during construction or operation phase. Based on
type of activities impacts may be long or short term. Impacts due to generated pollutant may be significant
on environmental parameters if it is not mitigated properly. Project activities and cause of impact along with
its characteristics during operation phase are mentioned in table 2.16.
Table 2.16 Anticipated Impacts
Activity Environmental
Attribute Cause
Impact Characteristics
Nature Duration Reversibility Intensity and
Significance
Transportaion
(Vehicle
Air Quality Fugitive
emission and
Negative Short
Term
Irreversible Low, due to movement
of vehicle only for
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Activity Environmental
Attribute Cause
Impact Characteristics
Nature Duration Reversibility Intensity and
Significance
Movement) Exhaust
Emissions i.e.
NOx, SOx ,HC
loading and unloading
of raw material and
finished goods on
already developed
concrete road.
Provision of APC‘s.
Noise Levels Noise
Generation
Negative Short
Term
Irreversible Low, due to limited
activity and enclosure
Risk & Hazards Accidents,
collision of
transport
vehicles
Negative Short
Term
Irreversible Medium due to loss of
property and injury to
manpower.
Utilities operation
Air Quality Exhaust Emissions i.e. PM, NOx, SOx, etc.
Negative Long Term
Irreversible Medium due to contamination of air environment.
Noise Levels Noise Generation
Negative Long Term
Irreversible High, due to loss of hearing capacity
Risk & Hazards Explosion of utility
Negative Short Term
Irreversible Medium due to loss of property
Product and
raw material
handling and
storage
Risk & Hazards Catch fire
accidents
Negative Short
Term
Irreversible High, due to injury to
manpower and loss of
properties and fatal
accidents.
Leakage and
spillage from
pipelines or
storage
containers/
tanks
Negative Short
Term
Irreversible High, due to corrosion,
leaching, burn injuries
and loss of properties.
Manufacturing processing
Water Quality Vessel
washing, Floor
washing
Negative Long
Term
Reversible Low, due to adequate
well designed internal
drainage system
Noise Levels Noise
Generation
from utilities,
processing
machineries
and reaction
vessels
Negative Long
Term
Irreversible Low, due to noise
reduction measures
Work Zone Air
Quality
Process gas
and flue gas
generation
Negative Long
Term
Irreversible Medium, due to air
pollution control
devices (APC‘s)
Risk & Hazards Catch fire
accidents
Negative Short
Term
Irreversible High, due to injury to
manpower and loss of
properties and fatal
accidents
BLEVE effect,
Amputation
and fall injuries
Negative Short
Term
Irreversible High, due to various
operational activities
manually as well as
mechanically.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Activity Environmental
Attribute Cause
Impact Characteristics
Nature Duration Reversibility Intensity and
Significance
Sewage and
Effluent
generation
Water Quality Generation of
Wastewater
Noise
generation
from pumps
and blowers.
Negative LongTerm Reversible STP will be provided for
sewage treatment.
Effluent will be treated
in newly constructed
ETP after expansion;
High COD effluent is
being/shall be treated
in to existing and
proposed Incinerator.
High TDS effluent is
being treated in existing
and proposed Multiple
Effect Evaporation
(MEE).
Solid/
Hazardous
Waste Disposal
Land and Soil Generation of
Solid Waste
Negative Short
Term
Reversible Low, proper collection
and disposal
Green Belt
Development
Ecology Planting of
Trees
Positive Long
Term
Irreversible High, Positive Impact
Recruitment Socio
Economic
Status
Direct and
Indirect
employment
Positive
Long term -- High, the project will
generate employment
2.8 PROJECT SCHEDULE FOR APPROVAL AND IMPLEMENTATION Construction activity for expansion will be started after getting Environmental Clearance (EC) from
MoEFCC, New Delhi. It is estimated that expansion of project will be completed within 18 months,
considering EC obtained day as a 1st day of implementation. Project Implementation schedule describing
various activities from erection to project commissioning is tabulated in table 2.17.
Table 2.17 Project Implementation Schedule
Time Period in month
Activity 3rd
6th
9th
12th
15th
18th
WO for expansion activities and purchase of machineries and other utilities
Application for Amendment CTO
Construction activities
Installation and commissioning of new machineries
Erected unit in Operation
2.9 SUMMARY Expansion in Pesticides Manufacturing Unit from 900 TPA to 7140 TPA by M/s HPM Chemicals &
Fertilizers Ltd. formerly known as Hindustan Pulverising Mills (HPM) at RIICO Notified Industrial Area,
Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. Co-ordinate of the project site is
28°7'31.69"N and 76°47'23.16"E. Total cost for the expansion project is Rs. 25.1716 Crores. Total plot area
is 30500 m2 (3.0 5Ha). Total fresh water requirement will be 512.64 kLD after expansion which will be
fulfilled by RIICO water supply only. Total will be 1850 kVA will be sourced from Jaipur Vidyut Vitran Nigam
Limited (JVVNL) - Bhiwadi (Jaipur). Total manpower will be 140 Nos. after expansion. Proposed utilities like
Boiler (10TPH), Incinerator (200 kg/h), MEE (125 kLD), etc. 35 kLD generated sewage will be treated in
packaged STP of capacity 50 KLD and treated water will be reused for gardening and sprinkling. 124.73
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kLD effluents will be Pre-treated in ETP (150 kLD) followed by MEE and condensate water from MEE will
be recycled in processing and treated sewage will be used for gardening and sprinkling to achieve Zero
Liquid Discharge (ZLD) unit. ESP and Adequate stack height and Ventury Scrubber has been proposed as
air pollution control device for flue gas emission. Water scrubber followed by Caustic scrubber has been
proposed as air pollution control device for process emission. Management of wastes shall be done as per
Hazardous and Other Wastes [Management and Transboundary Movement) Amendment Rules, 2016.
HPM is/will conduct training/seminar on safety, emergency respond time, mockdrill, safety at workplace etc.
on regular basis. Expansion will be completed within 18 months after obtaining EC.
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3 DESCRIPTION OF THE ENVIRONMENT
GENERAL The baseline environmental quality is assessed through field studies within the probable impact zone for
various components of the environment viz. Air, Noise, Water, Soil, Ecology & Bio diversity and Socio-
economy. The baseline environmental study has been conducted for the study region within 10 km radius.
An exhaustive attempt has been made in the current chapter to disclose all possible baseline status of
environmental quality in the study area, which further serves as the basis for identification, prediction and
evaluation of impacts. Villages covered within study region are shown in the Figure 3.1.
Figure 3.1 Study Area Map
3.1 BASELINE STUDY AREA AND PERIOD The baseline environmental study has been conducted for the study region within 10 km radius of the
project site for the period 1st Oct 2017 to 31st Dec 2017. An exhaustive attempt has been made in the
current chapter to disclose all possible base line status of environmental quality in the vicinity of the project,
which further serves as the basis for identification, prediction and evaluation of impacts. Study area map
covering all the villages are shown in the Figure 3.1.
3.2 METHODOLOGY The baseline environmental study was carried out for the various environmental components viz, Air,
Water, Soil, Ecology and Biodiversity, Socio Economy and Noise. A desktop study was carried out to select
the sampling locations and site visit was done by our field area experts. After the site visit, locations were
finalized. During the submission of field area expert report and discussion looking to the extent of impact, 5
km radius was considered as core zone and rest 5 km radius was considered as buffer zone. All the
locations have been selected within 10 km radius from the project site as per the requirement of TOR and
environmental samples were collected from the selected locations of the study area. Before starting the
survey activity for ecology and bio diversity, secondary data were used as reference during the desktop
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survey for listing the species of study zone and planning the survey. In case of socio economy, secondary
data have also been used for deciding the parameters to be surveyed during socio economic data
collection. As a secondary source of data, for Ecology and Biodiversity survey various publications by the
government of India and literature available on internet site were used. Some photograph showing the
monitoring and survey activities are presented in Figure 3.2.
3.2.1 Frequency of Sampling
Details of frequency of environmental sampling considered for the study are illustrated in Table 3.1.
Table 3.1 Frequency of Environmental Monitoring
Attributes Sampling
Locations Parameters Frequency
A. Air Environment
Micro-meteorological Data
Nr. Project Site Temperature, Relative Humidity, Precipitation Wind direction, Wind Speed.
Hourly data for the period 1st October 2017 to 31st December 2017.
Ambient Air Quality 8 numbers of locations in the study area of 10 km radius.
PM2.5, PM10, SO2, NOx, HCl, CO and VOC as isobutylene.
24 hour basis, twice a week during study period
B. Noise 8 numbers of locations in the study area of 10 km radius.
Noise Levels in dB (A). Once in Study Period.
C. Water
Ground Water Samples from 6 numbers of locations within 10 km radius from the project site.
Physical, Chemical, Microbiological and Heavy Metal.
Once in Study Period.
D. Soil Quality Samples from 4 numbers of locations within 10 km radius from the project site.
Physical, Chemical Characteristics, Soil Texture.
Once in Study Period.
3.2.2 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 Environment
Micro-meteorological
Data
Data collected on hourly basis using
wind monitor as per CPCB Guideline. NA
Ambient air quality As per IS: 5182, CPCB & AWMA. As per IS:5182,CPCB & AWMA
B. Noise Instrument : Sound level meter Survey carried out as per CPCB
guideline.
C. Water
Ground Water
Standard Methods for Examination of
Water and Wastewater, 22nd edition,
APHA 2012.
IS 3025 & Standard Methods for
Examination of Water and
Wastewater, 22nd edition, APHA 2012.
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D. 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).
Project Site – Noise Project Site – Ambient air
Karampur – Ground water Project Site – Soil
Fauna Fauna
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Flora Flora
Figure 3.2 Photograph showing the sampling activity
3.3 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 3.3.
Table 3.3 Meteorological Condition of Study Area
Month Temperature (
oC) Relative Humidity (%)
Wind Speed
(km/hr) Rainfall
Min. Max. Min. Max. Min. Max.
October‘17 18.6 38.1 7 48 0.1 17.0 0
November'17 11.0 33.1 11 65 0.1 12.0 0
December'17 8.2 26.9 15 100 0.1 10.8 0
The Rainfall data for 10 years (2005 – 2014) has been presented as Annexure 22.
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3.3.1 Temperature
During the study period minimum temperature was recorded 8.2 oC in the month of December 2017 and maximum temperature was recorded as 38.1 oC in
the month of October 2017. Temperature data were collected on hourly basis during the study period. Variation of temperature is graphically presented in
Figure 3.3.
Figure 3.3 Graphical Presentation for the month wise Temperature Variation
3.3.2 Humidity
Humidity affects the nature and characteristics of pollutants in the atmosphere as it is the measure of amount of moisture in the atmosphere. Humidity helps
suspended particulate matter to coalesce and grow in size to settle under the gaseous pollutants by providing them aqueous medium. During the study period
minimum Humidity was recorded 7% in the month of October 2017 and maximum Humidity was recorded as 100% in the month of December 2017. The
variation in humidity is represented graphically in Figure 3.4.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
Max. 37 37 37 38 37 37 36 37 37 37 37 37 37 37 38 38 36 35 35 36 35 35 33 34 34 33 33 34 33 32 31 32 33 33 30 30 30 31 31 30 30 30 30 30 28 28 28 26 25 26 25 25 25 25 26 27 27 27 28 28 28 26 26 25 25 21 20 24 25 26 26 24 21 22 23 22 22 25 25 25 25 26 24 24 24 25 25 24 25 24 24 22
Min. 24 25 24 23 24 26 24 23 25 25 25 24 24 23 24 23 21 20 21 23 22 20 20 21 19 21 20 21 20 20 18 18 18 19 20 19 18 17 18 17 17 16 15 15 18 18 19 17 17 16 14 13 11 11 11 11 12 11 12 12 11 13 14 13 12 15 14 12 11 11 13 13 11 10 10 10 10 8. 12 11 12 12 12 11 10 11 10 10 10 10 11 10
0.0
5.0
10.0
15.0
20.0
25.0
30.0
35.0
40.0
45.0
Tem
per
atu
re (
oC
)
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Figure 3.4 Graphical Presentation for the month wise Humidity Variation
3.3.3 Wind Speed and Wind Direction
Hourly wind speed data were collected for the period 1st October 2017 to 31st December 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 N – S during the study period. Wind speed was observed from 0.1 to 17.0
km/hr in the month of October, from 0.1 to 12.0 km/hr in the month of November and from 0.1 to 10.8 km/hr in the Month of December 2017. Month-wise
maximum and minimum wind speed data are tabulated in Table 3.3.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
Max. 38 36 41 45 47 41 45 44 41 37 44 39 37 36 36 38 37 39 48 46 41 33 30 32 37 38 40 39 42 48 47 47 44 43 57 60 56 54 50 46 45 47 49 50 46 54 56 63 65 50 52 43 41 43 45 45 49 42 45 47 47 43 44 48 50 67 70 70 52 54 53 97 10 98 70 53 55 57 44 51 54 65 69 59 57 58 60 59 56 56 57 56
Min. 18 17 15 16 21 19 21 20 20 18 19 14 14 8 8 7 9 12 19 17 10 11 11 7 13 12 15 12 11 20 20 15 15 18 31 30 28 23 19 20 19 20 21 21 27 31 38 41 41 29 17 11 15 14 13 12 14 12 15 19 17 22 22 24 28 41 36 22 23 28 30 40 67 39 33 25 15 16 16 21 25 22 24 15 24 20 25 24 23 24 28 35
0
20
40
60
80
100
120
Hu
mid
ity
(%)
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3.3.4 Wind Rose
Wind rose diagram is a graphical representation of the magnitude and direction of wind speed considering
all the directions. From the knowledge of wind rose one can easily predict the direction and extent of
spreading of the gaseous and particulate matter from the source. Wind rose diagram has been prepared
by using hourly wind speed and dominant wind direction data and is presented in Figure 3.5.
Figure 3.5 Wind Rose Diagram
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3.3.5 Interpretation of Micrometeorological Data
Wind rose diagram indicate that dominant wind direction was N to S during the study period. Based on
micrometeorological data, of wind direction and wind speed it is interpreted that chances of maximum
dispersion of pollutants will be in S direction during the period October to December.
3.4 AIR ENVIRONMENT 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.
3.4.1 Selection of Sampling Locations
Following points were considered during the selection of Ambient Air Quality Monitoring locations.
Topography/terrain of the study area,
Regional synoptic scale climatologically norm‘s,
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, which may lead to some erroneous conclusions.
Availability of manpower, electricity, approach, sturdy structure and protection of samplers.
Dominant Wind Direction.
To establish the baseline status around the project site of the study region, monitoring was conducted for 8
numbers of locations during 1st October 2017 to 31st December 2017. At the time of location selection
previous micrometeorological data was referred and general wind pattern in the study region was
considered for the selection of minimum one location in the downwind direction and one location in upwind
direction. However, ambient air monitoring locations were selected in all the directions looking towards the
possibility of change in wind pattern during the study period. Ambient Air Quality monitoring locations are
presented in Figure 3.6 and Table 3.4.
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Figure 3.6 Map showing the Study Region location of Ambient Air
Table 3.4 Ambient Air Quality Monitoring Locations in the Study Region
Code Location Distance/Direction Latitude and Longitude Selection Criteria
A1 Project site - 28° 7'33.68"N 76°47'19.64"E
-
A2 Maheshra 2.4 km/W 28° 7'10.83"N 76°45'58.82"E
Crosswind
A3 Nasopur 5.0 km/S 28° 4'52.41"N 76°47'26.58"E
Downwind
A4 Pithanwas 9.3 km/W 28° 7'41.13"N 76°41'18.17"E
Crosswind
A5 Raliawas 8.1 km/WNW 28° 9'33.29"N 76°42'52.33"E
Crosswind
A6 Karampur 3.2 km/E 28° 7'31.55"N 76°49'27.71"E
Crosswind
A7 Mayapur 5.6 km/ESE 28° 6'23.13"N 76°51'38.70"E
Crosswind
A8 Thara 4.4 km/NNE 28° 9'46.16"N 76°48'27.80"E
Upwind
3.4.2 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 & EPA and instrument operation manual for the parameters PM2.5, PM10,
SO2, NOx,, CO, HCl and VOC as Isobutylene. After the completion of sampling, samples were brought to
the laboratory in Ice box and filter box for analysis. Frequency of sampling was twice a week during study
period.
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3.4.3 Methodology for Sampling and Analysis
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 3.5.
Table 3.5 Details of Analysis Method
Sr. No. Parameters Test Method
i. Particular matter (PM 2.5) SOP No. WI/5.4/02-B/03,Issue No.1
Date:01/01/2010 , CPCB Guideline
ii. Particulate Matter (PM10) IS 5182 (Part 13):2006/Reaffirmed 2012
iii. Sulphur Dioxide (SO2) IS 5182 (Part 2):2001/Reaffirmed 2012
iv. Oxide of Nitrogen (NOx) IS 5182 Part VI 2006
v. Carbon monoxide (CO)
Methods of Air sampling and Analysis 3rd
Edition
by James P. Lodge JR. Editor AWMA. (CO
Analyzer)
vi HCl SOP No. ERM/AIR/SOP/REV/01/01/2010
vii. VOC as Isobutylene VOC Monitor
3.4.4 Quality of Ambient Air
Minimum, maximum, average and percentile value for the parameters PM2.5, PM10, SO2, NOx, CO, HCl and
VOC as Isobutylene are tabulated in Table 3.6 to Table 3.9 to describe the quality of Ambient Air.
Table 3.6 Min, Max, 98th Percentile and Average Value of PM10 and PM2.5
Code
PM10 (µg/m3) PM2.5 (µg/m3)
Min. Percentile
98th Max. Avg. Min.
Percentile
98th Max. Avg.
A1 78.4 91.3 91.3 85.3 42.5 52.4 52.8 48.7
A2 76.0 89.1 89.9 83.8 39.1 50.4 50.4 45.2
A3 76.9 90.7 91.7 83.5 39.6 50.1 51.9 46.0
A4 74.6 88.0 88.7 81.1 38.5 48.7 48.9 45.3
A5 72.2 85.7 87.3 80.3 36.0 44.6 45.3 40.1
A6 74.1 89.1 89.7 82.3 37.4 47.0 47.5 42.7
A7 76.7 88.4 89.2 83.4 37.3 48.2 48.6 44.1
A8 72.1 87.8 89.0 78.9 36.9 45.4 46.1 40.9
NAAQ Standard
limit 100 60
Table 3.7 Min, Max, 98th Percentile and Average Value of SO2 and NOx
Code
SO2 (µg/m3) NOX (µg/m3)
Min. Percentile
98th Max. Avg. Min.
Percentile
98th Max. Avg.
A1 10.3 15.1 15.2 12.9 16.3 22.8 22.8 19.3
A2 9.2 14.9 15.1 11.5 15.1 19.0 19.1 17.4
A3 9.5 14.4 14.5 12.2 14.5 19.1 19.2 16.5
A4 10.3 14.2 14.2 12.7 16.2 21.0 21.8 18.2
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A5 9.9 14.8 15.1 12.1 16.2 20.4 20.4 18.7
A6 10.1 15.1 15.1 13.3 17.4 21.0 21.3 19.4
A7 9.4 14.8 14.9 12.7 17.2 22.1 22.1 20.5
A8 9.0 14.2 14.3 12.1 16.3 20.4 20.5 19.6
NAAQ Standard
limit 80 80
Table 3.8 Min, Max, 98th Percentile and Average Value of CO and HCl
Code
CO (µg/m3) HCl (µg/m
3)
Min. Percentile
98th
Max. Avg. Min.
Percentile
98th
Max. Avg.
A1 573 688 688 612 <7.9 <7.9 <7.9 <7.9
A2 459 677 688 554 <7.9 <7.9 <7.9 <7.9
A3 459 677 688 554 <7.9 <7.9 <7.9 <7.9
A4 459 688 688 593 <7.9 <7.9 <7.9 <7.9
A5 459 688 688 573 <7.9 <7.9 <7.9 <7.9
A6 459 677 688 554 <7.9 <7.9 <7.9 <7.9
A7 344 573 573 459 <7.9 <7.9 <7.9 <7.9
A8 344 573 573 459 <7.9 <7.9 <7.9 <7.9
NAAQ Standard
limit 2000 -
BDL – Below Detection Limit
Detection Limit of HCl– <7.9 µg/m3
Table 3.9 Min, Max, 98th Percentile and Average Value of Total VOC as Iso butylene
Code
Total VOC (ppm)
Min. Percentile
98th
Max. Avg.
A1 2.3 2.8 2.8 2.5
A2 1.2 1.8 1.8 1.6
A3 1.4 1.7 1.7 1.5
A4 1.3 1.7 1.7 1.5
A5 1.4 1.8 1.8 1.6
A6 1.0 1.6 1.6 1.4
A7 1.2 1.6 1.6 1.4
A8 1.2 1.6 1.6 1.5
3.4.5 Summary of Ambient Air Quality
Results were compared with the standard for ambient air quality monitoring as per the Ministry of
Environment, Forest and Climate Change (MoEF & CC).
During the study PM2.5 was observed in the range of 36.0 – 52.8 µg/m3. Maximum concentration of
PM2.5 was found at Project Site and minimum concentration of PM2.5 was found at Raliawas village.
PM10 was observed in the range of 72.1 – 91.7 µg/m3. Maximum concentration of PM10 was found at
Nasopur village and minimum concentration of PM10 was found at Thara village.
SO2 concentration was observed in the range of 9.0 – 15.2 µg/m3, which is well within the standard
limit.
NOx concentration in was observed in the range of 14.5- 22.8 µg/m3, which is well within the
standard limit.
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Monitoring and analysis was also carried out for CO, HCl and Total VOC as isobutylene. Result for
the CO, HCl and Total VOC as isobutylene was found well within the norms.
3.4.6 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 satisfactory 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 NOISE ENVIRONMENT 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. Peoples‘ 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 lower levels noise may have psychological effects including disturbance of sleep,
annoyance and irritation.
3.5.1 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.
3.5.2 Noise Level in the Study Area
Noise level monitoring was carried out with the help of sound level meter at 8 different locations fall under
residential, industrial and high noise generating source. Noise sampling locations are presented in Figure
3.7 and Table 3.10. Analysis results are presented in Table 3.11 and Table 3.12.
Figure 3.7 Map showing the study region location of Noise
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Table 3.10 Noise Monitoring Locations in the Study Region
Code Location Distance from project
site/Direction
Latitude and
Longitude Selection Criteria
N1 Project Site (Nr. Main
Gate) -
28° 7'33.91"N
76°47'19.35"E Industrial Area
N2 Project Site (Nr. Liquid
Packing Unit) -
28° 7'31.90"N
76°47'26.47"E Industrial Area
N3 Project Site (Nr. Adm.
Building) -
28° 7'33.13"N
76°47'19.98"E Industrial Area
N4 Project Site (Chilling
Plant) -
28° 7'32.99"N
76°47'22.37"E Industrial Area
N5 Maheshra Village 2.4 km/W 28°7'16.47''N
76°45'56.42"E Residential Area
N6 Karampur Village 3.2 km/E 28°7'28.79'' N
76°49'28.37''E Residential Area
N7 Thara Village 4.4 km/NNE 28°9' 35.74''N
76°48'56.39''E Residential Area
N8 SH-5 Near Tapukara 5.2 km/SE 28°5'44.34"N
76°49'58.24"E
Road (Noise generating
source)
Table 3.11 Noise Monitoring report during day time
Code Lmin
dB
Ld
dB(A)
Lmax
dB Zone
Limit dB(A) as per
Noise Pollution
(Regulation and
Control) Rules,
2000
N1 59.6 64.6 68.4 Industrial 75
N2 61.8 66.6 70.1 Industrial 75
N3 58.4 62.3 66.2 Industrial 75
N4 62.6 66.5 70.3 Industrial 75
N5 46.8 52.8 55.0 Residential 55
N6 47.2 51.8 54.1 Residential 55
N7 47.7 52.1 54.5 Residential 55
N8 72.4 77.5 82.7 Highway -
Table 3.12 Noise Monitoring report during night time
Code Lmin
dB
Ln
dB(A)
Lmax
dB Zone
Limit dB(A) as per
Noise Pollution
(Regulation and
Control) Rules, 2000
N1 55.3 58.4 62.6 Industrial 70
N2 57.9 62.5 64.0 Industrial 70
N3 52.8 56.9 60.1 Industrial 70
N4 59.1 63.4 65.8 Industrial 70
N5 40.5 42.9 45.1 Residential 45
N6 39.8 42.4 44.8 Residential 45
N7 40.1 42.7 45.6 Residential 45
N8 69.0 72.5 77.5 Highway -
Note: Day time –6.00 AM to 10.00 PM, Night time – 10.00 PM to 6.00 AM
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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 and Forests, 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.
3.5.3 Summary of Noise Data
Equivalent noise level varies from 62.3 to 66.6 dB (A) at Project Site and it is 51.8 to 52.8 dB (A) in
residential area during day time.
Equivalent noise level varies from 56.9 to 63.4 dB (A) at Project Site and it is 42.4 to 42.9 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 77.5 dB(A) during day time and 72.5 dB (A) during night time.
3.5.4 Interpretation of Noise Data
Based on noise level data obtained during the survey for residential area and industrial area, it is
interpreted that noise levels are within the standard norms prescribed by MoEF & CC. Looking towards the
increase in noise generating sources it is suggested that there is need to apply noise reducing devices at
noise generating sources and generate public awareness.
3.6 LAND ENVIRONMENT
3.6.1 Land Use Pattern of the Study area
Studies on land use aspects of eco system play an important role to identify sensitive issues and to take
appropriate action for maintaining ecological homeostasis in the region. The main objective of this section
is to provide a baseline status of the area, so that temporal changes due to the proposed project on the
surroundings can be assessed in future.
Data Used: United States Geological Survey (USGS) Satellite Data: Land sat 8 cloud free data has been
used for Land use /Land cover analysis, Satellite Sensor–OLITIRS multi-spectral digital data has been
used for the preparation of land use/ land cover map of present study. Survey of India reference map on
1:50,000 scales have been used for the preparation of base map and geometric correction of satellite data.
Ground truthing has been carried out to validate the interpretation accuracy and reliability of remotely
sensed data, by enabling verification of the interpreted details and by supplementing with the information,
which cannot be obtained directly on satellite imagery.
Methodology: The methodology used for the study consists of following components.
Methodology Adopted for Thematic Data Extraction from the Satellite Imageries
ERDAS image processing 10.0 software and ARC/GIS 10.0 software were used for the project. ERDAS
10.0 image processing software was used for digital processing of the spatial data. Digital image
processing techniques were applied for the mapping of the land use land cover classes of the provided
area from the satellite data. Methodology used for land use classification and mapping is presented in
figure 3.8. Land use map is presented in figure 3.9. Land Use Statistic (10 km) is presented in figure 3.10
and Table 3.13.
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Figure 3.8 Methodology Used for Land use Classification
Figure 3.9 Land Use Map
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Table 3.13 Land use Statistics (10 km)
(Source: Land use mapping and primary survey of the area)
Legends Area (Sq.km) Percentage (%)
Dry River 17.256 5.52%
Protected Forest 9.578 3.06%
Scrub Land 32.357 10.35%
Crop land 154.962 49.54%
Fallow land 72.365 23.14%
Settlement 20.263 6.48%
Industrial Zone 6.002 1.92%
Grand Total 330.502 100.00%
Figure 3.10 Land use Statistics (10 Km)
3.6.2 Drainage Map
A drainage Map describes that an area of land where all surface water from rain or from some other sources
converges to a single point at a lower elevation, usually the exit of the basin, where the waters join another
body of water, such as a river, lake, reservoir, estuary, wetland, sea, or ocean. This map tool is used to
search for documents while viewing map features. Drainage Map of studied region is presented in Figure
3.11.
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Figure 3.11 Drainage Map
3.6.3 Summary and Interpretation of Land Use Map
The area surrounding the project site is largely a crop land area covering around 49.54 % of the total study
area. Fallow land, Scrub land and Protected forest covers around 23.14%, 10.35% and 3.06 %
respectively. Water body occupies nearly 23.14% of the total study area. Settlement occupies nearly 6.48%
of the total study area. Total 7 Nos. of legend have been considered for land use map preparation by our
field area expert. It is existing project and all the construction activities will be done in the existing premises.
There will be no change in Land Use Pattern due to expansion of the project.
3.7 TRAFFIC STUDY Traffic study measurements were performed at State Highway No. 25 and National Highway No. 48.
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 State Highway No. 25 and National Highway No. 48.
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 was conducted on State Highway No. 25 and National Highway No. 48 from 13th and 14th Dec
2017.
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Table 3.14 Traffic Study Report
S.
N
o.
Vehicles
Distribution
No. of Vehicles/Day Passenger Car
Unit (PCU)
Total No. of Vehicle
in PCU
Total No. of Vehicle
(PCU)/Hour
SH - 25 NH-48 SH - 25 NH-48 SH - 25 NH-48
1. Cars 5246 18516 1.0 5246 18516 219 772
2. Buses 726 1045 3.0 2178 3135 91 131
3. Trucks 821 1225 3.0 2463 3675 103 153
4. Two wheelers 5120 10528 0.5 2560 5264 107 219
5. Three wheelers 1294 2058 0.75 971 1544 40 64
Total 13207 33012 13418 32134 560 1339
Table 3.15 Existing Traffic Scenario with respect to LOS
Road V (Volume in
PCU/hr)
C (Capacity in
PCU/hr)
Existing V/C
Ratio LOS
SH-25 560 1250 0.45 C
NH-48 1339 3000 0.44 C
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
3.7.1 Interpretation of Traffic Study
LOS values have been calculated based on traffic data on SH-25 and NH-48 and it has been found 0.45
and 0.44 respectively. LOS value indicates that the performance of SH-25 and NH-48 are good.
3.8 SOIL QUALITY 4 numbers of samples were collected from different locations within 10 km radius to assess the base line
status of soil. Analysis was also carried out for physico-chemical parameters as well as the parameters to
define the texture class. Soil samples were collected by using core cutter and brought to the laboratory in
polythene bags. Standard procedures have been followed for soil sampling and analysis. Soil sampling
locations are presented in Figure 3.11 and tabulated in Table 3.16. Results are presented in Table 3.17.
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Figure 3.11 Map showing the study region location of Soil
Table 3.16 Details of Soil sampling location
Code Location Distance from the project
site/Direction
Latitude and
Longitude Selection Criteria
S1 Project Site - 28° 7'31.41"N
76°47'28.55"E Non Agricultural Land
S2 Maheshra 2.4 km/W 28° 7'10.84"N
76°46'1.46"E Agriculture Land
S3 Raliawas 8.1 km/WNW 28° 9'35.89"N
76°42'46.00"E Agricultural Land
S4 Karampur 3.2 km/E 28° 7'32.62"N
76°49'29.07"E Agricultural Land
Table 3.17 Soil Sample Analysis Result
S.
No Parameters Unit S1 S2 S3 S4
1. Water Holding Capacity % 35.7 28.4 27.6 29.3
2. Porosity % 49.2 45.1 47.2 44.3
3. Particle Size Distribution
a. Sand % 88.4 74.6 76.1 69.8
b. Silt % 6.80 17.0 13.7 15.9
c. Clay % 4.80 8.4 10.2 14.3
4. Texture - Sandy Sandy
Loam
Sandy
Loam
Sandy
Loam
5. Cation Exchange
Capacity meq/100 g 8.7 24.9 22.1 23.2
6. pH - 7.81 7.42 7.34 7.22
7. Electrical Conductivity dS/m 0.35 0.26 0.14 0.29
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8. Exchangeable Sodium % 5.7 6.0 5.9 5.2
9. Exchangeable Calcium meq/100g 4.8 12.8 11.4 12.1
10. Exchangeable
Magnesium meq/100g 3.1 9.7 8.6 9.2
11. Exchangeable Sodium meq/100g 0.5 1.5 1.3 1.2
12. Exchangeable
Potassium meq/100g 0.3 0.9 0.8 0.7
13. Organic Carbon(OC) % 0.4 0.6 0.7 0.6
14. Total Nitrogen % 0.034 0.052 0.060 0.052
15. Nitrate N mg/100gm 1.6 4.2 4.0 5.3
16. Total Phosphorus mg/100gm 4.2 15.3 13.2 13.8
17. Total Iron mg/100gm 37.1 46.3 44.3 48.6
18. Total Zinc mg/100gm 1.0 1.3 1.7 1.4
19. Total Copper mg/100gm 0.6 0.9 1.3 1.0
20. Total Boron mg/100gm 1.2 1.5 1.9 1.6
21. Total Chromium mg/100gm 0.6 0.5 0.4 0.5
3.8.1 Summary of Soil Data
The soils are categorized as sandy to sandy based on different soil separates (sand, silt and clay). They
have moderate water holding capacity (27.6 to 35.7 %) and good permeability (44.3 to 49.2 %). The soil is
categorized as alluvial having > 1m depth. The pH of the soil samples narrowly ranged from 7.22 to 7.81
during the study period. The soil EC varied from 0.35 to 0.52 dS/m and ESP ranged from 5.2 to 6.0. 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 (4.8 - 12.8 meq/100 g
soil) was seen followed by Mg (3.1 – 9.7 meq/100 g soil), Na (0.5 – 1.5 meq/100 g soil) and K (0.3 - 0.9
meq/100 g soil). The loss on ignition (0.4 to 0.7 % 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 total (0.034 – 0.060 %)
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
medium (140 – 280 kg K2O/ha) to high (>280 kg K2O/ha) in potassium status. The results relating to total
Fe, Zn, Cu, B and Cr do not show alarming concentrations in different soil samples.
3.8.2 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 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.
3.9 WATER ENVIRONMENT Physical, Chemical and Microbiological factors influencing water quality are so interrelated that a change in
any water quality parameter may trigger other changes in a complete network of interrelated variables.
Selected water quality parameters for surface and ground water resources along with biological indicators
within study region have been used for water environment and assessing the impact on it by proposed
project. A study on water environment aspects of ecosystem plays an important role in environmental
assessment to identify water related sensitive issues.
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3.9.1 Reconnaissance
As a significant part of predefined framework of the present study water samples were collected from
selected locations. The Reconnaissance survey was undertaken and monitoring locations were finalized
based on:
Presence, Location and uses of major water bodies in the region,
Type and Location of Industrial/residential areas, their intake and effluent disposal locations,
Likely areas that can represent baseline conditions.
3.9.2 Water Quality
With the start of water quality study, the water resources in the study area were divided into two categories
for getting ideal upshot of baseline status of water quality of the region. These two categories as
determined are:
Ground water resources (tube well, open well, springs etc.)
Surface water resources including ponds, river, canals.
3.9.3 Sampling and Analysis
All the water samples were collected and analyzed as per ―Standard Methods for Examination of Water &
Wastewater‖, APHA 22nd edition, 2012. Water Samples for the analysis of physico-chemical parameters
were collected in plastic carboy and parameter wise preserved onsite as per the technique defined in the
book of APHA, 22nd edition, 2012. Temperature, pH and DO were analyzed onsite and samples were
brought to the laboratory for the analysis of remaining parameters.
3.9.4 Ground Water
To assess the quality of ground water, samples were collected from 6 numbers of locations for the analysis
of physico-chemical and microbiological parameters. Ground water sampling locations are presented in
Table 3.18 and Figure 3.12. Analysis results are presented in Table 3.19.
Figure 3.12 Map showing the study region with locations for Ground Water
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Table 3.18 Details of Ground Water sampling locations
Code Location Distance from the
project site/Direction
Latitude and
Longitude Source
GW1 Project site - 28° 7'31.55"N
76°47'28.09"E Borewell
GW2 Maheshra 2.4 km/W 28° 7'11.22"N
76°45'59.03"E Hand Pump
GW3 Nasopur 5.0 km/S
28° 4'51.15"N
76°47'25.45"E
76°47'25.45"E
Borewell
GW4 Pithanwas 9.3 km/W 28° 7'40.93"N
76°41'19.49"E Borewell
GW5 Thara 4.4 km/NNE 28° 9'46.40"N
76°48'27.97"E Borewell
GW6 Karampur 3.2 km/E 28° 7'34.88"N
76°49'28.92"E Hand Pump
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Table 3.19 Ground water Analysis Results
S. No. Parameters Unit GW1 GW2 GW3 GW4 GW5 GW6
Drinking Water Specification IS
10500: 1992 (Reaffirmed 2012)
Desirable
Limit
Permissible
Limit
1. Temperature 0C 26.5 26.0 26.5 26.0 26.5 27.0 -- --
2. pH @ 250C pH Unit 7.36 7.15 7.34 7.64 7.16 7.28 6.5 – 8.5 No Relaxation
3. Colour Hazen <5 <5 <5 <5 <5 <5 5 15
4. Odour -- Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable Agreeable --
5. TDS @ 1800C mg/L 658 592 704 6476 532 1156 500 2000
6. Conductivity µmho/cm 1030 920 1090 9940 830 1750 -- --
7. Turbidity NTU 1.7 1.4 1.9 3.8 1.2 2.1 1 5
8. Total Hardness as CaCO3 mg/L 368 418 344 1860 286 600 200 600
9. Calcium mg/L 79 84 67 256 64 107 75 200
10. Total Alkalinity as CaCO3 mg/L 336 368 328 756 216 488 200 600
11. Chloride mg/L 186 138 204 3456 178 404 250 1000
12. Magnesium mg/L 41 50.4 42.9 296 31 81 30 100
13. Sulphate mg/L 7.2 17.8 15.8 61.1 12.9 11.8 200 400
14. Total Phosphorus (PO4-P) mg/L 1.6 1.3 1.8 3.4 1.9 1.9 -- --
15. Sodium mg/L 110 70 120 1770 84 210 -- --
16. Potassium mg/L 12 13 28 150 14 24 -- --
17. Fluoride mg/L 0.5 0.5 0.6 0.8 0.6 0.7 1.0 1.5
18. Phenolic Compound mg/L <0.1 <0.1 <0.1 <0.1 <0.1 <0.1 0.001 0.002
19. Oil and Grease mg/L <1 <1 <1 <1 <1 <1 -- --
20. Dissolved Oxygen mg/L 5.6 5.7 5.6 5.2 5.7 5.5 -- --
21. Nitrate mg/L 0.6 0.5 0.6 0.9 0.7 0.6 45 No Relaxation
22. Total Nitrogen mg/L 1.2 1 1.1 1.7 1.3 1.3 - -
23. Iron mg/L 0.25 0.18 0.22 0.42 0.24 0.28 0.3 No Relaxation
24. Copper mg/L <0.05 <0.05 <0.05 <0.05 <0.05 <0.05 0.05 1.5
25. Boron mg/L 0.11 0.08 0.13 0.22 0.07 0.1 0.5 1.0
26. Chromium mg/L <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 0.05 No Relaxation
27. Zinc mg/L 0.12 <0.1 0.15 0.19 0.1 0.13 5 15
28. Total Coliform Present/
Absent Absent Absent Absent Absent Absent Absent
Shall not be detectable in any100 ml
of sample
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3.9.5 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 7.15 – 7.64 which meets the drinking water norms.
Turbidity was found in the range of 1.2 – 3.8 NTU.
Total Dissolved Solid (TDS) were recorded in the range of 532 - 6476 mg/L with minimum at Thara
village and maximum at Pithanwas village.
Conductivity varies from 830 to 9940 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 286 - 1860 mg/L with minimum at Thara village and maximum at
Pithanwas village.
Total Alkalinity was found in the range of 216 - 756 mg/L with minimum at Thara village and maximum
at Pithanwas village.
Chloride was found in the range of 138 to 3456 mg/L and Sulphate varies from 7.2 to 61.1 mg/L.
Iron was found in the range of 0.18-0.42 mg/L with minimum at Maheshra village and maximum at
Pithanwas village.
As microbiological parameters MPN analysis was also carried out and it was found Nil.
3.9.6 Interpretation of Ground Water Quality Data
Based on comparison study of test results with drinking water norms, it is interpreted that results for the
tested parameters meet with the permissible limit for drinking water as per IS 10500: 2012 except
Pithanwas village. All the water samples can be used in irrigation, washing and bathing. Water for
Pithanwas village should not be used in drinking purpose and water sample collected from other villages
can be used in drinking also in absence of alternate source. To save the ground water, contamination and
improving the quality, rainwater harvesting and ground water recharging may be helpful.
3.9.7 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. Sahibi
River flows in the study region but the water was also not available in this period.
3.10 ECOLOGY AND 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.
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3.10.1 Methodology adopted for the study of Flora and Fauna
The data has been collected by functional area expert as per QMS quality procedure QP06 and format
QF43.
3.10.2 Floral Diversity of the Study Area
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).
Trees: Total 35 species of trees belong to 12 families are enumerated from the study area.
Table 3.20 Trees in the Study area
S. No. Family and Scientific Name Vernacular Name
1 Anacardiaceae
1/1 Mangifera indica Aam
2 Apocynaceae
2/1 Tabernaemontana divaricata Tagar
3/2 Holarrhena antidysenterica Kurchi
3 Mimosaceae
4/1 Albizia odoratissima Kala Siras
5/2 Albizia procera Safed Siras
6/3 Acacia auriculiformis Sona Jhuri
7/4 Acacia senegal Kumta
8/5 Acacia jacquemontii Kikar
9/6 Pithecellobium dulce Jangli jalebi
10/7 Prosopis cineraria Sami
4 Meliaceae
11/1 Melia azedarach Bakain
12/2 Azadirachta indica Neem
5 Fabaceae
13/1 Milletia peguensis Kachnar
14/2 Pongamia pinnata Karanja
6 Caesalpiniaceae
15/1 Cassia fistula Amaltas
16/2 Cassia siamea Kassod phul
17/3 Delonix regia Gulmohar
18/4 Tamarindus indica Imli
19/5 Saraca asoka Sita asok
7 Moraceae
20/1 Ficus glomerata Gular
21/2 Ficus religiosa Peepal
22/3 Ficus elastica Atta bar
23/4 Ficus hispida Dumbar
24/5 Morus nigra Kala tut
25/6 Streblus asper Siora
8 Magnoliaceae
26/1 Michelia champaca Champa
27/2 Magnolia grandiflora Him Champa
9 Myrtaceae
28/1 Eucalyptus hybrid Eucalyptus
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29/2 Syzygium cumini Jamun
30/3 Callistemon citrinus Botol brush
10 Rhamnaceae
31/1 Zizyphus mauritiana Ber
11 Rubiaceae
32/1 Anthocephalus chinensis Kadam
33/2 Gardenia jasminoides Gundhraj
12 Combretaceae
34/1 Terminalia arjuna Arjun
35/2 Terminalia bellirica Bahera
Shrubs: Total 24 species of Shrubs belong to 12 families are enumerated from the study area.
Table 3.21 List of Shrubs in the study area
S. No. Family name & Scientific Name Vernacular Name
1 Fabaceae
1/1 Crotolaria juncea San
2 Apocynaceae
2/1 Nerium oleander Kaner
3 Euphorbiaceae
3/1 Jatropha integerrima Jatropa
4/2 Jatropha gossypifolia Bherenda
5/3 Ricinus communis Arandi
4 Mimosaceae
6/1 Calliandra haematocephala Powder puff
5 Malvaceae
7/1 Hibiscus schizopetalus Gudhal
8/2 Hibiscus tiliaceus Chelwa
9/3 Hibiscus sabdariffa Patwa
10/4 Hibiscus rosa-sinensis Gulhan
6 Verbenaceae
11/1 Lantana camara Mewaphal
12/2 Lantana indica Tulsidal
13/3 Vitex agnus-castus Sarmhalu
14/4 Duranta repens Duranta
15/5 Callicarpa longifolia Kathuli
7 Caesalpiniaceae
16/1 Caesalpinia pulcherrima Guletura
17/2 Cassia sophera Kasaundi
8 Solanaceae
18/1 Cestrum nocturnum Rat ki rani
19/2 Datura innoxia Dhatura
20/3 Solanum torvum Bhurat
9 Rubiaceae
21/1 Ixora chinensis Makrichijhar
10 Asclepiadaceae
22/1 Calotropis procera Akan
11 Acanthaceae
23/1 Adhatoda vasica Basak
12 Oleaceae
24/1 Jasminum sambac Bela
Herbs: Total 21 species of Herbs belong to 13 families are enumerated from the study area.
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Table 3.22 List of Herbs in the study area
S. No. Family name & Scientific Name Vernacular Name
1 Acanthaceae
1/1 Adhatoda Vasica Bansa
2/2 Andrographis paniculata Kalmegh
2 Cucurbitaceae
3/1 Citrullus colocynthis Indirain
3 Solanaceae
4/1 Datura stramonium Dhatura
5/2 Solanum nigrum Makao
4 Cannabaceae
6/1 Cannabis sativa Bhang
5 Poaceae
7/1 Saccharum bengalense Kana
8/2 Cenchrus ciliaris Anjan
9/3 Cenchrus setigerus Dhamanq
10/4 Cynodon dactylon Bermuda grass
11/5 Apluda mutica Mauritian Grass
6 Lamiaceae
12/1 Oscimum basilicum Kali Tulsi
7 Apocynacae
13/1 Catharanthus roseus Sadabahar
8 Labiatae
14/1 Ocimum sanctum Tulasi
9 Fabaceae
15/1 Mimosa pudica Lajwanti
16/2 Desmodium triflorum Creeping Tickfoil
17/3 Tephrosia purpurea Sarpunkha
10 Menispermaceae
18/1 Tinospora cordifolia Glo
11 Malvaceae
19/1 Sida acuta Kharuthi
12 Zygophyllaceae
20/1 Tribulus terrestris Bhakhra
13 Asteraceae
21/1 Ageratum conyzoides Chick weed
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Figure 3.13 Dominant trees family in the study area
Figure 3.14 Dominant Shrubs family in the study area
Fauna:
There was no endangered species observed during faunal survey, list of fauna detail summarized in Table
3.24 to 3.26.
Table 3.23 List of Mammals in the Study area
S. No. Scientific Name Local Name Schedule as per
WPA 1972
1. Rattus rattus House Rat Schedule V
2. Canis aurius Jackal Schedule II
3. Mus musculus House Mouse Schedule V
4. Boselaphus Neel Gai Schedule III
0
1
2
3
4
5
6
7
8
0
1
2
3
4
5
6
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tragocamelus
5. Presbytis entelus Common Langur Schedule II
6. Cuon alpines Wild Dog Schedule IV
7. Axis Axis Spotted Deer Schedule III
Table 3.24 List of Birds in the Study area
S. No. Scientific Name English Name Schedule as per
WPA 1972
1. Acridotheres tristis Common Myna Schedule IV
2. Aethopyga siparaja Yellowbacked Sunbird Schedule IV
3. Anthus hodgsoni Indian Tree Pipit Schedule IV
4. Athene barma Spotted Owlet Schedule IV
5. Bubulcus ibis Cattle Egret Schedule IV
6. Chalcophaps indica Emerald Dove Schedule IV
7. Ciconia nigra Black Stork Schedule IV
8. Coracias bengalensis Indian Roller Schedule IV
9. Corvus splendens House Crow Schedule IV
10. Cuculus varius Common Hawk-Cuckoo Schedule IV
11. Egretta garzetta Little Egret Schedule IV
12. Enicurus immaculatus Blackbacked Forktail Schedule IV
13. Eudynamys scolopacea Koel Schedule IV
14. Francalimus pondicerianus Grey Patridge Schedule IV
15. Gyps bengalensis Indian White Backed
Vulture Schedule IV
16. Hirundo smithii Wiretailed Swallow Schedule IV
17. Ictaenaetus malayensis Black Eagle Schedule IV
18. Lanius cristatus Brown Shrike Schedule IV
19. Lonchura punctulata Spotted Munia Schedule IV
20. Megalaima asiatica Bluethroated Barbet Schedule IV
21. Megalaima zeylanica Large Green Barbet Schedule IV
22. Passer domesticus House Sparrow Schedule IV
23. Streptopelia chinensis Spotted Dove Schedule IV
24. Sturnus contra Pied Myna Schedule IV
25. Pycnonotus cafer Redvented Bulbul Schedule IV
26. Monticola cinerea Grey Wagtail Schedule IV
27. Gyps fulvous Griffon Vulture Schedule IV
28. Chrysocolaptes festivus Blackbacked Woodpecker Schedule IV
29. Aegithina tiphia Common lora Schedule IV
30. Coracina novaehollandiae Large Cuckoo-Shirke Schedule IV
Table 3.25 List of Reptiles in the Study area
S. No.
Scientific Name English Name Schedule as per WPA 1972
1. Naja naja Cobra Schedule II
2. Calotes versicolor Garden lizard -
3. Mabuya carinata Common skink -
4. Heamidactylus leschenauti Bark geeks -
5. Bangarus caeruleus Indian Krait Schedule II
6. Python molorus molorous Indian Python Schedule II
Source: Local villager and Forest Department Alwar and Rewari District
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3.10.3 Interpretation of Ecology and Biodiversity
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. Study area is neither
enriching with floral diversity nor with the faunal diversity. Natural vegetation of study area is in degraded
condition and wild mammal‘s density is also very low. No schedule I species have been recorded for flora
and fauna.
3.11 SOCIO-ECONOMIC ENVIRONMENT Socioeconomics (also known as socio-economics or social economics) is the social science that
studies how economic activity affects social processes. In general it analyzes
how societies progress, stagnate, or regress because of their local or regional economy, or the global
economy.
In order to assess and evaluate the likely impacts arising out of any new or existing projects in socio-
economic environment, it is necessary to gauge the apprehension of the people in the surrounding areas.
Socio-economic survey serves as an effective tool for fulfilling this requirement.
The rapid industrialization of the study region has greatly influenced the socio economic and health
environment in the villages. Increasing industrialization and population density has increased pressure on
resources, civic amenities and public infrastructure. Economic conditions of the local people have improved
with the increasing industrialization and greater employment opportunities.
The socio-economic environment includes demography structure, population density, literacy level, and
employment levels. The data establish a baseline for the prediction of likely impacts of the proposed activity
on the socio-economic environment. Secondary information pertaining to the study area villages was
collected from Government Agencies, Census data for the year 2011, and statistical abstracts to compile
the socio-economic data.
3.11.1 Socio-Economic Survey Methodology
Socio-economic survey tools provide a means of improving understanding of local resource management
systems, resource use and the relative importance of resources for households and villages. They can also
be used to elicit insights on interaction with government decision-making systems, community perceptions
of trends and priority issues, and community-based institutions and their role in the sustainable use and
conservation of natural resources.
Data Collection: Following steps were considered for the collection of primary data:
1. Identification of Study Area: The study area was identified before carrying out the survey. All the
related information which could affect the prosperity, development & literacy were also collected.
2. Site Visit: Location wise survey plan & format for data collection were prepared for site visit. Data
regarding Land Characteristics, Population, Literacy, Workers and Amenities were collected during the
survey.
Analysis of Data: The data collected by primary survey were verified with secondary data collected from
sources like Government Agencies, Census data for the year 2011, and statistical abstracts.
3.11.2 Demography
Almost all villages in the study area are experiencing a rapid growth of population due to industrialization.
The total population of study region is summarized in Table 3.26.
3.11.3 Population Density
Population density in the study area varies from 7 - 2381 person/sq. km. Details of the same are tabulated
in Table 3.26.
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Table 3.26 Details of Population in Study Area
Villages No. of Household Total population
Total
area
In
(Sq.km)
Population
density
Person/sq.km
Khuskhera 99 493 2.29 215
Ujoli 243 1329 6.30 211
Jatoowas 246 1331 3.20 416
Jamalpur 118 750 2.67 281
Lalpur 202 1101 5.96 185
Kutubpur 418 2165 5.72 378
Gelpur 183 1184 1.68 705
Bhamoowas 124 639 1.85 345
Burhi Bawal 808 4402 8.93 493
Nasopur 429 2190 4.54 482
Kayampura Jokhawas 181 828 4.86 170
Bhonkar 424 2349 3.29 714
Meerpur 250 1392 2.75 506
Teuwas 246 1648 2.24 736
Berawas Kalan 196 1049 1.80 583
Makdawa 224 1060 2.99 355
Matalwas 152 746 2.61 286
Deoseeka 21 148 1.15 129
Jokhawas 72 417 1.03 405
Hajnaka 81 444 1.51 294
Kaririwas 90 446 1.05 425
Madhoopur 236 1181 2.82 419
Beelaheri 302 1726 3.93 439
Tapookra (CT) 1720 9471 4.00 2368
Karampur 71 319 0.69 462
Banbeerpur 335 1453 1.41 1030
Daganheri 157 841 1.83 460
Chaupanki 415 2287 4.54 504
Bandapur 546 2054 1.58 1300
Khidarpur 331 1912 8.28 231
Thara 614 2228 1.81 1231
Salarpur 451 2162 1.83 1181
Seethal 285 1567 2.76 568
Karmsiwas 32 175 0.94 186
Gandhola 262 1870 2.68 698
Dhamawas 51 271 0.82 330
Rabadka 270 1483 2.94 504
Bhiwadi (M) 24449 104921 44.06 2381
Naugawan 69 569 3.44 165
Maseet 218 1214 2.24 542
Bub Ka Hera 145 981 2.40 409
Meethiyawas 232 1195 2.45 488
Hasanpur 144 832 1.43 582
Mahesara 253 1484 3.49 425
Burera 372 2075 2.29 906
Basai 20 129 0.47 274
Ladamka 111 574 1.38 416
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Dheeriyawas 315 2117 2.69 787
Jhundpuri 68 362 0.44 823
Musari 203 1470 1.00 1470
Mayapur 255 1878 1.52 1236
Pathredi 293 1704 0.99 1721
Fakaruddinka 199 1381 0.95 1454
Joriya 437 2173 1.91 1138
Gadpur 169 1338 0.62 2158
Phalsa 125 660 0.82 805
Bibipur 181 1152 1.37 841
Ladiya 138 967 1.59 608
Banban 148 937 1.44 651
Tatarpur 382 1862 1.57 1186
Chhapar 196 1154 1.99 580
Jhiwana 969 5431 7.18 756
Huseengpur 90 411 1.13 364
Udaipur 132 676 2.04 331
Kalaka 150 748 1.97 380
Shahpur 144 707 2.53 279
Santhalka 149 945 1.45 652
Kanhawas 329 1715 4.38 392
Khatiwas 2 10 1.42 7
Rasgan 619 3688 12.50 295
Niganiawas (192) 145 859 2.13 403
Sanpli (309) 162 912 2.36 386
Asiakitappa Jarthal
(308) 324 1685 2.52 669
Pachgaon (306) 86 412 1.59 259
Jorthal (305) 764 3992 11.98 333
Majri Duda (188) 90 454 0.74 614
Jitpur Istamrar (282) 229 1159 3.03 383
Khatawali (284) 270 1427 8.02 178
Dharuhera (MC) 6571 30344 11.49 2641
Garhi Alawalpur (294) 429 2170 3.01 721
Saidpur (237) 33 145 1.09 133
Kahari (6) 132 578 2.16 268
Lakhnor (115) 197 976 2.04 478
Nikhari (193) 250 1255 2.75 456
Raliawas (191) 475 2470 2.85 867
Pithanwas (166) 301 1398 3.41 410
Nandrampur Bas (304) 1192 6213 10.53 590
Khaliawas (283) 307 1469 4.30 342
Alamgirpur (298) 245 1372 4.62 297
Bhatsana (301) 535 2777 11.65 238
Dakhora(2) 496 2540 3.44 738
Alawarpur (72) 130 655 1.50 437
Total 55,954 2,69,833 325.64 57,568
3.11.4 SEX RATIO
The sex ratio i.e. the number of females per 1000 males is in range of 540 - 1162 with lowest in Bandapur
village and highest in Musari village. The Sex ratio i.e. the number of females per 1000 males indirectly
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reveals certain sociological aspect in relation to female births, infant mortality among female children.
Details of the same are tabulated in Table 3.27.
Table 3.27 Details of Sex Ratio in Study Area
Zone of Study Male
Population
Female
Population
Total
Population
Sex Ratio
(Female to 1000 Male)
Khuskhera 264 229 493 867
Ujoli 692 637 1329 921
Jatoowas 676 655 1331 969
Jamalpur 387 363 750 938
Lalpur 566 535 1101 945
Kutubpur 1147 1018 2165 888
Gelpur 598 586 1184 980
Bhamoowas 333 306 639 919
Burhi Bawal 2289 2113 4402 923
Nasopur 1172 1018 2190 869
Kayampura Jokhawas 452 376 828 832
Bhonkar 1232 1117 2349 907
Meerpur 717 675 1392 941
Teuwas 870 778 1648 894
Berawas Kalan 528 521 1049 987
Makdawa 555 505 1060 910
Matalwas 379 367 746 968
Deoseeka 83 65 148 783
Jokhawas 215 202 417 940
Hajnaka 230 214 444 930
Kaririwas 238 208 446 874
Madhoopur 616 565 1181 917
Beelaheri 892 834 1726 935
Tapookra (CT) 4881 4590 9471 940
Karampur 169 150 319 888
Banbeerpur 894 559 1453 625
Daganheri 443 398 841 898
Chaupanki 1185 1102 2287 930
Bandapur 1334 720 2054 540
Khidarpur 986 926 1912 939
Thara 1224 1004 2228 820
Salarpur 1135 1027 2162 905
Seethal 836 731 1567 874
Karmsiwas 85 90 175 1059
Gandhola 998 872 1870 874
Dhamawas 133 138 271 1038
Rabadka 781 702 1483 899
Bhiwadi (M) 59712 45209 104921 757
Naugawan 289 280 569 969
Maseet 649 565 1214 871
Bub Ka Hera 503 478 981 950
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Meethiyawas 602 593 1195 985
Hasanpur 428 404 832 944
Mahesara 778 706 1484 907
Burera 1287 788 2075 612
Basai 66 63 129 955
Ladamka 291 283 574 973
Dheeriyawas 1081 1036 2117 958
Jhundpuri 183 179 362 978
Musari 680 790 1470 1162
Mayapur 936 942 1878 1006
Pathredi 950 754 1704 794
Fakaruddinka 718 663 1381 923
Joriya 1336 837 2173 626
Gadpur 721 617 1338 856
Phalsa 345 315 660 913
Bibipur 607 545 1152 898
Ladiya 497 470 967 946
Banban 514 423 937 823
Tatarpur 968 894 1862 924
Chhapar 599 555 1154 927
Jhiwana 2818 2613 5431 927
Huseengpur 209 202 411 967
Udaipur 359 317 676 883
Kalaka 396 352 748 889
Shahpur 365 342 707 937
Santhalka 495 450 945 909
Kanhawas 911 804 1715 883
Khatiwas 5 5 10 1000
Rasgan 1920 1768 3688 921
Niganiawas (192) 444 415 859 935
Sanpli (309) 463 449 912 970
Asiakitappa Jarthal
(308) 866 819 1685 946
Pachgaon (306) 224 188 412 839
Jorthal (305) 2101 1891 3992 900
Majri Duda (188) 242 212 454 876
Jitpur Istamrar (282) 619 540 1159 872
Khatawali (284) 757 670 1427 885
Dharuhera (MC) 16414 13930 30344 849
Garhi Alawalpur (294) 1179 991 2170 841
Saidpur (237) 83 62 145 747
Kahari (6) 305 273 578 895
Lakhnor (115) 513 463 976 903
Nikhari (193) 652 603 1255 925
Raliawas (191) 1309 1161 2470 887
Pithanwas (166) 737 661 1398 897
Nandrampur Bas (304) 3288 2925 6213 890
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Khaliawas (283) 786 683 1469 869
Alamgirpur (298) 723 649 1372 898
Bhatsana (301) 1448 1329 2777 918
Dakhora(2) 1350 1190 2540 881
Alawarpur (72) 332 323 655 973
Total 1,47,268 1,22,565 2,69,833 -
3.12 LITERACY RATE The literacy level of the study area is summarized in Table 3.28 and graphically presented in Figure 3.26.
Table 3.28 Details of Literacy Rate in Study Area
Zone of Study Literate Literacy (%)
Male Female Total Male Female Total
Khuskhera 194 127 321 73.48 55.46 65.11
Ujoli 552 372 924 79.77 58.40 69.53
Jatoowas 525 365 890 77.66 55.73 66.87
Jamalpur 314 252 566 81.14 69.42 75.47
Lalpur 438 326 764 77.39 60.93 69.39
Kutubpur 951 569 1520 82.91 55.89 70.21
Gelpur 403 262 665 67.39 44.71 56.17
Bhamoowas 246 188 434 73.87 61.44 67.92
Burhi Bawal 1738 1311 3049 75.93 62.04 69.26
Nasopur 944 657 1601 80.55 64.54 73.11
Kayampura Jokhawas 352 215 567 77.88 57.18 68.48
Bhonkar 916 584 1500 74.35 52.28 63.86
Meerpur 556 380 936 77.55 56.30 67.24
Teuwas 568 297 865 65.29 38.17 52.49
Berawas Kalan 407 282 689 77.08 54.13 65.68
Makdawa 436 299 735 78.56 59.21 69.34
Matalwas 320 224 544 84.43 61.04 72.92
Deoseeka 66 35 101 79.52 53.85 68.24
Jokhawas 171 143 314 79.53 70.79 75.30
Hajnaka 183 134 317 79.57 62.62 71.40
Kaririwas 164 116 280 68.91 55.77 62.78
Madhoopur 491 345 836 79.71 61.06 70.79
Beelaheri 686 470 1156 76.91 56.35 66.98
Tapookra (CT) 3633 2855 6488 74.43 62.20 68.50
Karampur 140 86 226 82.84 57.33 70.85
Banbeerpur 651 297 948 72.82 53.13 65.24
Daganheri 249 156 405 56.21 39.20 48.16
Chaupanki 654 253 907 55.19 22.96 39.66
Bandapur 942 202 1144 70.61 28.06 55.70
Khidarpur 702 447 1149 71.20 48.27 60.09
Thara 910 656 1566 74.35 65.34 70.29
Salarpur 875 621 1496 77.09 60.47 69.20
Seethal 688 450 1138 82.30 61.56 72.62
Karmsiwas 40 27 67 47.06 30.00 38.29
Gandhola 584 245 829 58.52 28.10 44.33
Dhamawas 95 83 178 71.43 60.14 65.68
Rabadka 592 385 977 75.80 54.84 65.88
Bhiwadi (M) 44054 26066 70120 73.78 57.66 66.83
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Naugawan 182 98 280 62.98 35.00 49.21
Maseet 488 245 733 75.19 43.36 60.38
Bub Ka Hera 299 186 485 59.44 38.91 49.44
Meethiyawas 436 250 686 72.43 42.16 57.41
Hasanpur 301 213 514 70.33 52.72 61.78
Mahesara 577 401 978 74.16 56.80 65.90
Burera 840 358 1198 65.27 45.43 57.73
Basai 37 17 54 56.06 26.98 41.86
Ladamka 171 98 269 58.76 34.63 46.86
Dheeriyawas 639 327 966 59.11 31.56 45.63
Jhundpuri 114 76 190 62.30 42.46 52.49
Musari 407 343 750 59.85 43.42 51.02
Mayapur 505 291 796 53.95 30.89 42.39
Pathredi 585 246 831 61.58 32.63 48.77
Fakaruddinka 387 239 626 53.90 36.05 45.33
Joriya 720 114 834 53.89 13.62 38.38
Gadpur 444 206 650 61.58 33.39 48.58
Phalsa 217 105 322 62.90 33.33 48.79
Bibipur 317 142 459 52.22 26.06 39.84
Ladiya 293 192 485 58.95 40.85 50.16
Banban 297 141 438 57.78 33.33 46.74
Tatarpur 750 523 1273 77.48 58.50 68.37
Chhapar 312 170 482 52.09 30.63 41.77
Jhiwana 1676 968 2644 59.47 37.05 48.68
Huseengpur 167 106 273 79.90 52.48 66.42
Udaipur 277 149 426 77.16 47.00 63.02
Kalaka 265 159 424 66.92 45.17 56.68
Shahpur 261 180 441 71.51 52.63 62.38
Santhalka 344 203 547 69.49 45.11 57.88
Kanhawas 754 511 1265 82.77 63.56 73.76
Khatiwas 2 1 3 40.00 20.00 30.00
Rasgan 1407 951 2358 73.28 53.79 63.94
Niganiawas (192) 350 246 596 78.83 59.28 69.38
Sanpli (309) 389 296 685 84.02 65.92 75.11
Asiakitappa Jarthal
(308) 692 510 1202 79.91 62.27 71.34
Pachgaon (306) 189 127 316 84.38 67.55 76.70
Jorthal (305) 1601 1069 2670 76.20 56.53 66.88
Majri Duda (188) 172 120 292 71.07 56.60 64.32
Jitpur Istamrar (282) 514 359 873 83.04 66.48 75.32
Khatawali (284) 549 375 924 72.52 55.97 64.75
Dharuhera (MC) 12639 8915 21554 77.00 64.00 71.03
Garhi Alawalpur (294) 916 578 1494 77.69 58.32 68.85
Saidpur (237) 66 43 109 79.52 69.35 75.17
Kahari (6) 267 177 444 87.54 64.84 76.82
Lakhnor (115) 425 289 714 82.85 62.42 73.16
Nikhari (193) 532 379 911 81.60 62.85 72.59
Raliawas (191) 1075 708 1783 82.12 60.98 72.19
Pithanwas (166) 601 373 974 81.55 56.43 69.67
Nandrampur Bas
(304) 2544 1757 4301 77.37 60.07 69.23
Khaliawas (283) 604 387 991 76.84 56.66 67.46
Alamgirpur (298) 565 375 940 78.15 57.78 68.51
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Bhatsana (301) 1084 772 1856 74.86 58.09 66.83
Dakhora(2) 1078 735 1813 79.85 61.76 71.38
Alawarpur (72) 252 187 439 75.90 57.89 67.02
Total 1,08,005 67,768 1,75,773 - - -
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Figure 3.15 Graph of Literacy Rate
Among all the villages of study area Kahari (6) village is having high literacy rate i.e. 76.82 %. There is not much difference between female literacy rate and
male literacy rate in the study region. Female literacy rate is an important indicator for social change.
3.12.1 Economic Aspects
Economic aspects of the study area include the economic structure of the people of the surrounding area. It can be predicted that economic structure of the
study area will be improved with time, because it consists large industrial estate and hence there are more employment opportunities.
According to working status, whole population of the study area is divided into,
Marginal workers
Non workers
Main workers
0
10
20
30
40
50
60
70
80
90
100
% L
iter
acy
Villages
Literacy (%) Male Literacy (%) Female Literacy (%) Total
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Census department has defined 10 categories of workers in Main workers. It consists of cultivators,
agricultural, labourer those engaged in livestock, forestry, fishing, mining and quarrying, manufacturing,
processing and repairs in household industries and other services. Workers engaged in the work for a
period less than 6 month during the reference year falls under marginal workers. Workers engaged in
unpaid household duties e.g. students, retired person, dependents etc. falls under non-workers. Detail of
occupational structure is shown in Table 3.29 and Figure 3.27.
Table 3.29 Details of Occupational Structure
Zone of Study Non-Workers (%) Total Workers
Main Workers (%) Marginal Workers (%)
Khuskhera 46.86 47.06 6.09
Ujoli 43.27 24.76 31.98
Jatoowas 49.21 27.27 23.52
Jamalpur 39.47 24.13 36.40
Lalpur 43.23 27.07 29.70
Kutubpur 48.08 28.27 23.65
Gelpur 56.08 22.04 21.88
Bhamoowas 43.66 24.73 31.61
Burhi Bawal 47.34 26.47 26.19
Nasopur 49.59 27.08 23.33
Kayampura Jokhawas 45.41 31.64 22.95
Bhonkar 56.92 23.33 19.75
Meerpur 42.82 25.43 31.75
Teuwas 45.02 22.75 32.22
Berawas Kalan 48.71 27.55 23.74
Makdawa 31.51 27.08 41.42
Matalwas 37.27 33.91 28.82
Deoseeka 21.62 21.62 56.76
Jokhawas 45.32 25.90 28.78
Hajnaka 25.90 24.32 49.77
Kaririwas 56.05 31.84 12.11
Madhoopur 37.93 23.62 38.44
Beelaheri 48.61 28.68 22.71
Tapookra (CT) 66.36 29.45 4.19
Karampur 71.16 26.02 2.82
Banbeerpur 40.74 49.35 9.91
Daganheri 26.04 26.87 47.09
Chaupanki 57.06 23.44 19.50
Bandapur 42.94 47.13 9.93
Khidarpur 53.29 46.23 0.47
Thara 53.37 37.57 9.07
Salarpur 37.14 32.70 30.16
Seethal 48.37 39.25 12.38
Karmsiwas 42.86 54.29 2.86
Gandhola 65.19 23.90 10.91
Dhamawas 46.86 50.55 2.58
Rabadka 35.20 44.57 20.23
Bhiwadi (M) 61.39 35.83 2.78
Naugawan 74.52 24.78 0.70
Maseet 51.81 35.42 12.77
Bub Ka Hera 50.76 23.96 25.28
Meethiyawas 47.70 14.06 38.24
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Hasanpur 55.53 24.88 19.59
Mahesara 44.95 34.97 20.08
Burera 44.96 43.66 11.37
Basai 65.12 24.81 10.08
Ladamka 63.24 36.24 0.52
Dheeriyawas 48.84 21.63 29.52
Jhundpuri 60.22 19.89 19.89
Musari 66.67 24.22 9.12
Mayapur 53.78 36.05 10.17
Pathredi 64.91 28.23 6.87
Fakaruddinka 53.87 40.33 5.79
Joriya 48.09 42.06 9.85
Gadpur 53.96 29.75 16.29
Phalsa 56.82 42.73 0.45
Bibipur 63.37 21.44 15.19
Ladiya 61.53 33.20 5.27
Banban 36.07 40.45 23.48
Tatarpur 56.12 29.91 13.96
Chhapar 50.69 29.38 19.93
Jhiwana 53.69 29.90 16.41
Huseengpur 56.69 35.28 8.03
Udaipur 43.64 21.89 34.47
Kalaka 51.60 42.25 6.15
Shahpur 39.18 27.02 33.80
Santhalka 53.02 46.88 0.11
Kanhawas 31.25 37.96 30.79
Khatiwas 60.00 40.00 0.00
Rasgan 54.85 37.91 7.24
Niganiawas (192) 68.22 20.84 10.94
Sanpli (309) 69.19 26.21 4.61
Asiakitappa Jarthal
(308) 73.53 24.51 1.96
Pachgaon (306) 58.98 36.89 4.13
Jorthal (305) 70.04 25.13 4.83
Majri Duda (188) 56.39 34.58 9.03
Jitpur Istamrar (282) 57.89 22.26 19.84
Khatawali (284) 62.44 26.00 11.56
Dharuhera (MC) 69.25 29.00 1.74
Garhi Alawalpur (294) 56.68 36.41 6.91
Saidpur (237) 63.45 6.90 29.66
Kahari (6) 60.03 9.69 30.28
Lakhnor (115) 57.89 25.92 16.19
Nikhari (193) 65.18 31.24 3.59
Raliawas (191) 57.29 26.72 15.99
Pithanwas (166) 50.86 48.28 0.86
Nandrampur Bas (304) 64.85 26.91 8.24
Khaliawas (283) 67.05 24.85 8.10
Alamgirpur (298) 46.65 29.23 24.13
Bhatsana (301) 60.93 28.81 10.26
Dakhora(2) 47.87 26.34 25.79
Alawarpur (72) 56.34 23.66 20.00
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Figure 3.16 Occupational Structure of Study Area
Karmsiwas village has significant employment i.e. 54.29 % as main workers, while the lowest employment as main workers in Saidpur (237) village i.e. 6.90
%. Almost all the villages have more than 50 % people as non-workers. Rapid industrialization in the last two decades has resulted in significant changes in
the occupational profile of the local people. There is an overall trend among the youth to opt for employment in service sector and move away from traditional
occupation.
0
10
20
30
40
50
60
70
80
% o
f W
ork
ers
Villages
Non Workers (%) Total Workers Main Workers(%) Total Workers Marginal Workers (%)
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3.12.2 Infrastructures Resource base
Village-wise status of infrastructural facilities available in the study area with respect to education, medical
facility, sanitation, water supply, communication and transportation facility and power supply, banking
facilities etc. are presented in Table 3.30 to 3.38.
Table 3.30 Education facilities
Govt Primary School Govt Middle School Govt Secondary School Govt Senior Secondary
School
76 42 27 11
Table 3.31 Health Care Facilities
Community
Health Centre
Primary
Health Centre
Primary
Health Sub
Centre
Maternity And
Child Welfare
Centre
Dispensary
Family
Welfare
Centre
Non Government
Medical facilities
Medicine Shop
1 2 27 5 3 1 6
Table 3.32 Drinking Water facilities
Tap Water-
Treated
Tap Water
Untreated
Covered
Well
Uncovered
Well
Hand
Pump
Tube
Wells/Borehole River/Canal Tank/Pond/Lake
51 44 13 18 82 85 3 5
Table 3.33 Communication Facilities
Post Office Sub Post Office Telephone Public Call Office
3 33 79 68
Table 3.34 Sanitation Facilities
Closed Drainage Open Drainage No Drainage
Open Pucca
Drainage
Covered with
Tiles Slabs
Open Pucca
Drainage
Uncovered
Open Kuccha
Drainage
39 82 9 3 24 77
Table 3.35 Transportation Facilities
Public Bus Service Private Bus Service Auto/Modified Autos
28 31 32
Table 3.36 Bank Facilities
Commercial Bank Cooperative Bank Agricultural Credit Societies
5 8 16
Table 3.37 Road Facilities
Black Topped (pucca)
Road
Gravel (kuchha) Roads Water Bounded Macadam Footpath
43 86 78 87
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Table 3.38 Power Supply Facilities
Power Supply For
Domestic Use
Power Supply For
Agriculture Use
Power Supply For
Commercial Use
Power Supply For All
Users
87 86 69 69
Source: District Census Handbook 2011, District Alwar & Rewari, Rajasthan & Haryana.
3.12.3 Interpretation of Socio Economic Data
During the primary survey it was observed that almost pakka road facility is available in all villages within 10
km radius. Literacy rate of the study region is from 30.00% to 76.82%. On the basis of survey for literacy
rate data it is interpreted that there is need to promote education among more and more people. Almost all
the villages have more than 50 % people as non-workers. It indicates that the problem of unemployment
can be solved by providing proper training and education. There is also need to establish more industries
so that maximum number of employment can be generated.
3.13 SUMMARY S. No. Parameters Baseline Status
1. Ambient Air Quality
i. PM10 72.1– 91.7 µg/m3
ii. PM2.5 36.0 – 52.8 µg/m3
iii. SO2 9.0 – 15.2 µg/m3
iv. NOx 14.5- 22.8 µg/m3
Based on comparison study of results for tested parameters with NAAQS, it is interpreted that ambient air
quality of studied locations is satisfactory 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.
2. Noise Level Monitoring
i. Day Time (06:00 AM to 10:00 PM) 46.8 – 82.7 dB (A)
ii. Night Time (10:00 PM to 06:00 AM) 39.8 – 77.5 dB (A)
Based on noise level data obtained during the survey for residential area and industrial area, it is
interpreted that noise levels are within the standard norms prescribed by MoEF & CC. Looking towards the
increase in noise generating sources it is suggested that there is need to apply noise reducing devices at
noise generating sources and generate public awareness.
3. Soil Quality and Characteristics
i. pH 7.22-7.81
ii. Organic Carbon (%) 0.4-0.7 %
iii. Total Nitrogen 0.034 – 0.060 %
iv. Total Phosphorous 4.2-15.3 mg/100g
v. Exchangeable Calcium 4.8-12.8 mg/100g
vi. Exchangeable Magnesium 3.1-9.7 mg/100g
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 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.
4. Ground Water
i. pH 7.15 - 7.64
ii. TDS 592 – 6476 mg/L
iii. Total Hardness 286 – 1860 mg/L
iv. Total Alkalinity 216 – 756 mg/L
v. Chloride 186 – 3456 mg/L
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S. No. Parameters Baseline Status
vi. Total Coliform Absent
Based on comparison study of test results with drinking water norms, it is interpreted that results for the
tested parameters meet with the permissible limit for drinking water as per IS 10500: 2012 except
Pithanwas village. All the water samples can be used in irrigation, washing and bathing. Water for
Pithanwas village should not be used in drinking purpose and water sample collected from other villages
can be used in drinking also in absence of alternate source. To save the ground water, contamination and
improving the quality, rainwater harvesting and ground water recharging may be helpful.
5. 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. Sahibi
River flows in the study region but the water was also not available in this period.
6. Ecology and Biodiversity
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. Study area is neither
enriching with floral diversity nor with the faunal diversity. Natural vegetation of study area is in degraded
condition and wild mammal‘s density is also very low. No schedule I species have been recorded for flora
and fauna.
7. Socio Economic
During the primary survey it was observed that almost pakka road facility is available in all villages within
10 km radius. Literacy rate of the study region is from 30.00% to 76.82%. On the basis of survey for
literacy rate data it is interpreted that there is need to promote education among more and more people.
Almost all the villages have more than 50 % people as non-workers. It indicates that the problem of
unemployment can be solved by providing proper training and education. There is also need to establish
more industries so that maximum number of employment can be generated.
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4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION
MEASURES
GENERAL The chapter aims at controlling pollution at the source level to the extent possible with the available and
affordable technology followed by treatment measures before they are discharged. The proposed project
would create impact on the environment in two distinct phases:
During the construction phase which may be regarded as temporary or short term; and
During the operation phase which would have long term effects.
The construction and operational phase of the proposed project comprises various activities each of which
will have an impact on some or other environmental parameters. Various impacts during the construction
and operation phase on the environmental parameters have been studied and mitigation measures for the
same are discussed briefly below and elaborated in the subsequent sections.
4.1 ANTICIPATED ENVIRONMENTAL IMPACTS DURING CONSTRUCTION
PHASE This phase involves the activities like erection of civil units, new equipment and machinery, etc. Different
components of environment are likely to be effected by the activities. But the impacts will be marginal and
for short term only. The green belt development will have positive impacts on environmental component.
We have not consider greenbelt activity for impact identification as it will not carried out within project site
as well as in study area.
4.1.1 Matrix Representation
Table 4.1: Impact Identification Matrix (Construction Phase)
Activities
Environmental Attributes
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
ro
geo
log
y
Geo
log
y
SH
W
Ris
k &
Occu
pati
on
al
Hazard
ou
s
Eco
log
y a
nd
Bio
div
ers
ity
So
cio
Eco
no
mic
Transportation of materials & machinery ✔ - - ✔ - - - - ✔ ✔ ✔
Operation of DG set and heavy machines ✔ - - ✔ - - - - ✔ - ✔
Renovation & construction of units ✔ ✔ ✔ ✔ - - - ✔ ✔ ✔ ✔
Wastewater Generation - - - - - - - - - - ✔
Solid Waste generation ✔ - ✔ - - - - ✔ - - -
Greenbelt development - - - - ✔ ✔ ✔ - - ✔ ✔
Table 4.2: 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
6. Permanent impact Severe irreversible impact -5 5
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Figure 4.1: Impact vs. Probability Chart
Table 4.3: Score range for beneficial and adverse impacts
S. No Total score Outcome
1. +ve / -ve Beneficial impact / adverse impact
2. 0-150 No appreciable Beneficial impact / adverse impact
3. 151-300 Appreciable but reversible adverse impact-mitigation measures are needed
4. 301-450 Significant adverse impacts: most of the impacts are reversible. Mitigation measures are crucial.
5. 451-600 Major adverse impacts; most of the impacts are reversible. Alternative site selection to be considered.
6. >600 Permanent irreversible impact; alternatives to the project need to be explored
Table 4.4: Environmental Impact Matrix without Mitigation Measures (Construction Phase)
Activities
Environmental Attributes T
ota
l
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
ro
geo
log
y
Geo
log
y
SH
W
Ris
k &
Hazard
s
Eco
log
y a
nd
Bio
div
ers
ity
So
cio
Eco
no
mic
Transportation of materials & machinery
-9 - - -9 - - - - -12 -9 - -39
Operation of DG set and heavy machines
-9 - - -4 - - - - -20 - - -33
Renovation & construction of units -9 -2 -8 -12 - - - -4 -20 -6 - -61
Wastewater Generation - - - - - - - - - - -9 -9
Solid Waste generation -4 - -6 - - - - -4 - - - -14
Greenbelt development - - - - +4 -4 -4 - - - - -4
Cumulative score -31 -2 -14 -25 +4 -4 -4 -8 -52 -15 -9 -160
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Highest cumulative score (-52) received in Risk & Hazard and Air environmental attributes. Highest total (-
61) received for Renovation & construction of units activity. Total Cumulative Score for various
Environmental Parameters without mitigation measures is (-160) which is not appreciable adverse impact
score but reversible adverse impact-mitigation measures are needed during construction phase.
4.1.2 Air Environment
Table 4.5: Impact and Mitigation Measures on Air Environment
Project Activity Impact Mitigation Measures
Transportation of Material & Machinery
Dust generation and flue gas emission like PM, SOx, NOx, HC will increase pollutant load in air and will have breathing problem impact on workers.
Only serviced and maintained JCB and cranes will be allowed to operate.
D.G. Set is/will be provided with stack (7.5 m), it will be operated only during power failures.
Transportation vehicles will maintain speed limit at all times to avoid excessive dusting.
Transportation vehicles will be covered with tarpaulin sheet while transporting materials.
Operation of DG set and heavy machines
Renovation & construction of units
Chances of accident will be increased due to inhalation of dust.
Stomatal index may be minimized due to dust deposit on leaf.
Safety goggles and dust mask will be provided to the workers.
Regular water sprinkling will be done through water tankers to reduce dust level.
Solid Waste generation Openly disposed garbage (10 kg/day) will create nuisance due to odour generation.
Total 2 Nos. of bins with cover lid will be provided for storing Garbage/ wastes and will be disposed off adequately.
4.1.3 Water Environment
Table 4.6: Impact and Mitigation Measures on Water Environment
Project Activity Impact Mitigation Measures
Renovation & construction of units
No impact on surface water as water will be sourced through RIICO water supply pipeline which is dedicated for industrial purpose. Still proponent will take measures for water loss if any.
Use of ETP treated water upto maxixmum extent.
Security Incharge will ensure no wastage of fresh water through leakages by regular supervision.
4.1.4 Soil Environment
Table 4.7: Impact and Mitigation Measures on Soil Environment
Project Activity Impact Mitigation Measures
Renovation & construction of units
Generation of top soil due to construction of new units and installation of utilities.
Generated Construction waste if disposed on open land will contaminate the soil quality.
Generated top soil will be stored separately within plant premises.
Construction waste will be categorized in to recyclable and non-recyclable and stored separately. Recyclable construction waste will be sent for recycling and non-recyclable waste will be sent to authorize dealers for disposal.
Solid Waste generation
Soil degradation due to debris disposal on open land.
Loss of top soil if not managed properly.
Debris will be stored separately and will be reused within premises for land leveling in due time.
Top soil will be reused within premises for green belt plantation.
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4.1.5 Noise Environment
Table 4.8: Impact and Mitigation Measures on Noise Environment
Project Activity Impact Mitigation Measures
Transportation of materials & machinery
Negative impact on working efficiency of a worker due to contionous noise.
Chances of dangerous accidents due to woker headache.
Vibration pads will be installed for major construction equipments.
High noise generating activities will be avoided during night-time and their frequency will be minimized to avoid continuous noise exposure.
Provision of ear muffs and ear plugs to prevent continuous noise exposure risk to labourers working on site.
Maintenance & lubrication of vehicles and equipments will be carried out regularly.
DG set will be equipped with acoustic enclosures.
Operation of DG set and heavy machines
Renovation & construction of units
4.1.6 Land Use/Land Cover
Table 4.9: Impact and Mitigation Measures on Land Cover/ Land Use
Project Activity Impact Mitigation Measures
Renovation of Building Land cover of area is already changed into factory building as it is an expansion project. No major impact on LU/LC.
Drainage network has been designed as per the natural drainage pattern.
Greenbelt development Aesthetic conditions and natural green scenic beauty will be created.
Adequate water and manure will be supplied for tree growth.
Fencing will be provided to each plant
4.1.7 Hydrogeology
Project Activity Impact Mitigation Measures
Greenbelt Development Loss of ground water resource. Ground water level is 10-40 m bgl below at project site, as there will be no loss in hydrogeology due to plantation.
Effective care will be taken in selection of tree.
4.1.8 Geology
Project Activity Impact Mitigation Measures
Greenbelt Development
Misuse/ mismanagement of excavated earth and solid rocks if any will lead to loss of soil and rocks as a resource.
Excavated earth will be reused within the plot premises for land leveling and greenbelt development.
Solid rocks will be reused within the plot premises for the construction of the units and walls.
4.1.9 Solid/Hazardous Wastes
Table 4.10: Impact and Mitigation Measures on Solid/ Hazardous Waste
Project Activity Impact Mitigation Measures
Renovation & construction of units
Minimal impact on environment due to spillage/leakage, handling and disposal of construction wastes and other wastes.
Construction waste will be collected and categorized in to recyclable and non-recyclable and stored separately. Recyclable construction waste will be sent for recycling and non-recyclable waste will be sent to authorize dealers for disposal.
Solid Waste Generation
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Other wastes will be disposed off with adequate measures.
4.1.10 Risk & Occupational Hazards
Table 4.11: Impact and Mitigation Measures on Risk and Occupational Hazards
Project Activity Impact Mitigation Measures
Transportation of materials & machinery
Unmaintained vehicle or unprofessional driving may have chances of collusion accident which will lead to loss of property and fatality.
Tilting of crane, detachment of hook or sling will have negative impact on property and life.
Fall from height, cut injury and fall injury due to construction activities.
Competent and certified driver will be allotted for transportation job.
All onsite transportation and crane operation will be carried out directly under the supervision and control of the management.
Hook and sling will be checked thoroughly once a week by the authorized competent person for its durability.
Safe construction practices will be followed under supervisor‘s direction.
Safety harness will be provided to worker working on height.
Workers will be provided with adequate PPEs to safeguard them against potential risks also use of PPE‘s will be ensured.
Operation of DG set and heavy machines
Renovation & construction of units
4.1.11 Ecology and Biodiversity
Table 4.12: Impact and Mitigation Measures on Ecology and Biodiversity
Project Activity Impact Mitigation Measures
Transportation of materials & machinery
Transportaion of material & machinery frequency is less and for short period of time hence minimal impact on floral and faunal species of the study area.
Construction activities will be carried out during day time only.
Good working practice will be opted while handling construction equipments.
Idle vehicles to be shut off when not in use.
Loud horn in the vehicles will not be allowed.
Renovation & construction of units
Greenbelt development Greenbelt plantation will have positive impacts on the flora diversity.
Generation of habitats for avifauna i.e. positive impact.
Tree plantation will add scenic beauty.
HPM had done 10000 m2 green belt
plantations outside the boundary. Also developed 1966.95 m
2 area as
greenbelt at existing unit.
HPM will develop 1772.93 m2
additional greenbelt.
Efficient management of greenbelt is being done till date along with conservation and same will be continued.
4.1.12 Socio-Economic
Table 4.13: Impact and Mitigation Measures on Socio Economic conditions
Potential Aspects Potential Impacts on Environment Mitigation Measures
Transportation of
materials & machinery
Direct and indirect employment
generation to local people of nearby
villages.
Local agencies will be appointed for
the transportation of materials and
machinery.
Operation of DG set and
heavy machines
Direct job for skilled driver for operation
of JCB, cranes and lifting machines.
Local contractor will be preferred for
heavy machines job.
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Renovation &
construction of units
Skilled & unskilled construction labor will
be benefited due to construction
activities.
Preference should be given to local
labour in terms of providing job for
renovation & consruction activities.
Greenbelt development Employment will be generated as
gardeners due to increase in green belt
area.
Preference should be given to local
gardner in terms of providing job.
Wastewater Generation Sewage (6 KLD) will be generated which
may have negative impact on
surrounding environment if not handled
properly.
Sewage will be treated in existing septic
tank/soak pits.
Table 4.14: Impact After taking proper Mitigation Measures during construction phase
Activities
Environmental Attributes
To
tal
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
ro
geo
log
y
Geo
log
y
SH
W
Ris
k &
Occu
pati
on
al
Hazard
s
Eco
log
y a
nd
Bio
div
ers
ity
So
cio
Eco
no
mic
Transportation of materials & machinery
-2 - - -2 - - - - -6 -2 +6 -6
Operation of DG set and heavy machines
-2 - - -2 - - - - -4 - +6 -2
Renovation & construction of units -4 - -2 -4 - - - -2 -6 -2 +12 -8
Wastewater Generation - - - - - - - - - - - 0
Solid Waste generation -1 - -2 - - - - -2 - - - -5
Greenbelt development - - - - +4 - +4 - - +12 +2 +22
Cumulative score -9 0 -4 -8 +4 - +4 -4 -16 +8 +26 +1
Highest cumulative score (+26) received for Socio economic environmental parameter as employment
generation in various activities. Highest total (+22) received for green belt development activity which is
beneficial for environment. Total Cumulative Score for various Environmental Parameters with mitigation
measures is +1 during construction phase which is appreciable beneficial impact score.
4.2 ANTICIPATED ENVIRONMENTAL IMPACTS DURING OPERATION PHASE This phase of the project is important because it generates long-term impacts as the project implementation
phase starts. The primary impacts causing likely deterioration will be in Air, Water, Noise and Land/Soil due
to the specialty chemicals plant operations, maintenance, gaseous emissions, sewage/ effluent discharge
and vehicular movement. Identification of impacts during operation phase is described below in subsection
4.3.1. The green belt development will have positive impacts on environmental component. We have not
consider greenbelt activity for impact identification as it will not carried out within project site as well as in
study area.
4.2.1 Matrix Representation
The potential impacts during operation phase are presented in the form of a matrix in Table 4.15. The
scores for various parameters and activities are presented in table 4.16.
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Table 4.15: Impact Identification Matrix (Operation Phase)
Activities
Environmental Attributes
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
ro
geo
log
y
Geo
log
y
SH
W
Ris
k
Hazard
ou
s
Eco
log
y a
nd
Bio
div
ers
ity
SE
Transportation of goods and manpower
✔ - - ✔ - - - - ✔ ✔ ✔
Utility operation ✔ - - ✔ - - - - ✔ ✔ -
Material Handling and Storage ✔ ✔ ✔ - - - - - ✔ - -
Manufacturing Process ✔ ✔ - ✔ - - - ✔ ✔ ✔ ✔
Solvent Recovery
Sewage and Effluent generation - ✔ - ✔ - - - ✔ ✔ ✔ ✔
Solid/ Hazardous Waste Disposal - - ✔ - - - - ✔ ✔ ✔ -
Greenbelt Developmet - - - ✔ ✔ ✔ ✔ - - ✔ ✔
Recrutment - ✔ - - - - - - ✔ ✔ ✔
Table 4.16: Environmental Impact Matrix without Mitigation (Operation Phase)
Activities
Environmental Attributes
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
rog
y
Geo
log
y
SH
W
Ris
k
&
Hazard
Eco
log
y a
nd
Bio
div
ers
ity
SE
To
tal
Transportation of goods and manpower
-25 - - -25 - - - - -25 -16 - -91
Utilities Operation -25 - - -16 - - - -9 -16 -9 - -75
Material Handling and Storage -16 -8 -4 - - - - - -25 - - -53
Manufacturing Process -20 -25 - -9 - - - -15 -25 - 9 -12 -115
Solvent Recovery -6 -6 -6 - - - - - -6 -6 -6 -36
Sewage and Effluent generation - -25 -4 -9 - - - -12 -16 - 9 -12 -87
Solid/ Hazardous Waste Disposal -4 - -9 - - - - -20 -16 - 9 - -58
Greenbelt Developmet +4 +4 - - - -4 -4 - - +9 - +9
Recrutment - - - -2 - - - - - -2 +9 +5
Cumulative Score -92 -60 -23 -61 - -4 -4 -56 -129 -51 -21 -501
Highest cumulative score (-129) received for risk and hazard environmental attributes. The manufacturing
process activity has maximum impact scoring (-115) in individual column. The cumulative score for various
environmental parameters without mitigation measures is – 501 which show the majority of adverse
impacts due to this expansion and most of the impacts are reversible and critical, hence the most suitable
mitigation measurs are suggested and latest technology to avoid air pollutant mixing into the existing air
and other technologies to negate the impact on water, nosie and risk.
4.2.2 Air Environment
Table 4.17: Impact and Mitigation Measures on Air Environment
Project Activity Aspect/Impact Mitigation Measures
Transportation of goods and manpower
Health issue to workers like asthma, bronchitis etc. due to release of flue gas emission like PM, SO2, NOx, HCL, CO, TOC from coal fired boiler, Incinerator and D.G set.
35 m stack height will be provided to proposed 10 TPH boiler with cyclone separator.
35 m stack height will be provided to 200 kg/h Incinerator with ventury scrubber.
Electrostatic precipitator with five field will be provided.
Utilities Operation
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D.G. Sets will be operated in case of emergency powerfailure only and vehicles with valid PUC will be used for the transportation.
Material Handling and Storage
Vaporization of raw materials or products will contaminate the air environment in study area which may lead to occupational disease to worker.
Solvent recovery system will be adopted.
VOC monitoring will be done periodically.
Solvent Recovery
Manufacturing processing
Release of process gas emission like HCl and SO2, from reaction vessels will contamine the fresh air.
Water scrubber followed by Caustic scrubber has already installed to Insecticides plant vents, Fungicides plant vents and Herbicides vents and same will be installed to proposed vents.
Height of process vents is/will be 12 m, periodical monitoring of stacks will done. The ground level concentration has been studied and reconrded for further action.
Solid/ Hazardous waste disposal
Odour from waste storage area may impact on workers health.
Good house keeping at waste storage area shall be maintained.
Greenbelt development
The trees will act as a pollutant adsorber/absorber.
The trees for green belt will be selected as per natural conditions of the site as soil, temperature, water availability, and rain,etc.
4.2.3 Air Quality Index
Air Quality Index (AQI) is one such tool for effective dissemination of air quality information to people. There
are six AQI categories, namely Good, Satisfactory, Moderately polluted, Poor, Very Poor, and Severe. The
proposed AQI will consider eight pollutants (PM10, PM2.5, NO2, SO2, NH3, and Pb) for which short-term (up
to 24-hourly averaging period) National Ambient Air Quality Standards are prescribed. Based on the
measured ambient concentrations, corresponding standards and likely health impact, a sub-index is
calculated for each of these pollutants. The worst sub-index reflects overall AQI. AQI to be calculated by
using the pollutant concentration data, the following table, and the following equation (linear interpolation):
Where,
Ip = the index for pollutant p
Cp = the rounded concentration of pollutant p
BPHi = the breakpoint that is greater than or equal to Cp
BPLo = the breakpoint that is less than or equal to Cp
BPHi = the breakpoint that is greater than or equal to Cp
IHi = the AQI value corresponding to BPHi
ILo = the AQI value corresponding to BPLo
Table 4.18: AQI Categories
Air Quality index
(AQI) values
Levels of health
concern Description Color
0 – 50 Good Minimal Impact Dark Green
51 - 100 Satisfactory Minor breathing discomfort to
sensitive people Light Green
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101 – 150 Moderate
Breathing discomfort to the people
with Lung, heart disease, children
and other adults.
Lemon Yellow
151- 200 Poor Breathing discomfort to people on
prolonged exposure Yellow
201 – 300 Very Poor Respiratory illness to the people on
prolonged exposure Red
301 - 500 Severe Respiratory effects even on healthy
people. Brown
Source: Central Pollution control board series CUPS/8z/2014-15
S.No. Locations SUB INDEX
AQI PM10 PM2.5 SO2 NOx CO
1. Project Site 85 81 16 24 31 85
2. Maheshra 84 75 14 22 28 84
3. Nasopur 84 77 15 21 28 84
4. Pithanwas 81 76 16 23 30 81
5. Raliawas 80 67 15 23 29 80
6. Karampur 82 71 17 24 28 82
7. Mayapur 83 74 16 26 23 83
8. Thara 79 68 15 25 23 79
The AQI for 5 parameters has been calculated for running 24-hr averages. It can be seen that for
pollutants air quality is satisfactory.
From the above representative table of air quality index for 10 km radius of project site, responsible
parameter for pollution is PM10 & PM2.5. Maximum AQI and responsible parameter for pollution are
recorded in project area are PM10 with satisfactory impact.
4.2.4 Air Modeling Study
For the atmospheric dispersion modeling study, United States Environmental Protection Agency (USEPA)
approved the Industrial Source Complex Short Term (ISCST3-version 3) and also it is recommended by the
Ministry of Environment, Forests and Climate Change (MoEFCC), New Delhi, which is applied to predict
ground level incremental concentrations (GLCs) of concerned critical pollutants. Prior to air quality
modeling exercise, meteorological condition during one season over project site is extensively studied and
were also compared with secondary data from the government sources. Concentrations are estimated for
the critical pollutants assessed over appropriate averaging times (i.e. 8 hours and 24 hours) based on the
applicability of the National Ambient Air Quality Standards (NAAQS).
To assess the impact of air emissions from various continuous point sources, air dispersion Modeling study
has been conducted with the help of Industrial Source Complex Short Term Model (ISCST3) version 5.0
model of AermodCloudTM developed by Envitrans Infosolution Pvt. Ltd.
Model Setup Detailed model set up is given in the following table:
Table 4.19: Parameters for ISCST3
S.No. Parameter Details
1. Madel Name ISCST3
2. Software Name AermodCloudTM
3. Model Type Steady state Gaussian plume air dispersion model
4. Topography Rural, Plain terrain
5. Average Time 24 hours
6. Source Type Point source
7. Boundary Limits 10 km X 10 km
8. Co-Ordinates System Polar grid
9. Anemometer 10 m
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10. Surface Meteorology Data Site specific data processed by AERMET
Model Input Data The air pollution caused by the gaseous emissions from a stack is a local phenomenon. Its impact will occur at a distance ranging from within the immediate vicinity of the stack to 1 km away from the stack. To evaluate the impact on air quality following data is required to input in simulation.
Co-ordinates (X and Y) of sampling location within study area Micro-metrological data such as Cloud Cover, Temp (°C), Relative Humidity(%), Wind
Direction(deg), Wind Speed(km/h), mixing height for study period (March– 2018 to May– 2018)
Receptor Locations
Total 7 receptors with 10 rings of which were generated with a polar grid from the entre of the proposed
project and extended to 10 km. Apart from these receptors, the sampling locations were also taken into
account to assess the incremental load on the baseline environmental scenario.
Summary of Predicted GLC’s
The predicted incremental Ground Level Concentrations (GLCs) for SPM, SO2, Nox, HCL and NH3 likely to
be contributed by the proposed project are given below:
Table 4.20: Ground Level Concentration value
Location Incremental GLC
(μg/m3)
X Coordinate Y Coordinate Distance (m) Direction
Particulate Matter (PM)
Maheshra 0.21 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.13 675952.00 3107495.00 4968.00 S [177°]
Pithanwas 0.14 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.02 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.15 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.05 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.02 677488.00 3116561.00 4482.00 NNE [ 24°]
Sulphur dioxide (SO2)
Maheshra 0.41 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.16 675952.00 3107495.00 4968.00 S [177°]
Pithanwas 0.24 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.03 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.10 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.09 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.03 677488.00 3116561.00 4482.00 NNE [ 24°]
Oxide of Nitrogen (NOx)
Maheshra 0.14 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.06 675952.00 3107495.00 4968.00 S [177°]
Pithanwas 0.08 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.01 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.03 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.03 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.01 677488.00 3116561.00 4482.00 NNE [ 24°]
Hydrochloric acid (HCL)
Maheshra 0.39 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.10 675952.00 3107495.00 4968.00 S [177°]
Pithanwas 0.06 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.01 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.06 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.03 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.03 677488.00 3116561.00 4482.00 NNE [ 24°]
Carbonmonoxide (CO)
Maheshra 0.01 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.00 675952.00 3107495.00 4968.00 S [177°]
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Location Incremental GLC
(μg/m3)
X Coordinate Y Coordinate Distance (m) Direction
Pithanwas 0.01 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.00 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.00 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.00 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.00 677488.00 3116561.00 4482.00 NNE [ 24°]
Total Organic Carbon (TOC)
Maheshra 0.00 673494.00 3111720.00 2315.00 WSW [251°]
Nasopur 0.00 675952.00 3107495.00 4968.00 S [177°]
Pithanwas 0.00 665823.00 3112544.00 9866.00 W [271°]
Raliawas 0.00 668343.00 3116032.00 8170.00 WNW [296°]
Karampur 0.00 679185.00 3112442.00 3496.00 E [ 90°]
Mayapur 0.00 682792.00 3110390.00 7397.00 ESE [106°]
Thara 0.00 677488.00 3116561.00 4482.00 NNE [ 24°]
It may be noted from the computed results for the proposed scenario that the maximum 24 hourly average
GLC value for the proposed scenario is 0.41 g/m3 for SO2, 0.14 g/m3 for NOx, 0.21g/m3 for PM, 0.39
g/m3 for HCL, 0.01 g/m3 for CO and 0.00 g/m3 for TOC.
Table 4.21: Resultant Concentrations Value
Location Background Maximum Conc. (g/m3) Incremental Conc. (g/m
3) Resultant Conc. (g/m
3)
PM10 µg/m3 (Permissible Limit :100 µg/m
3)
Project site 91.30 0.00 91.30
Maheshra 89.90 0.21 90.11
Nasopur 91.70 0.13 91.83
Pithanwas 88.70 0.14 88.84
Raliawas 87.30 0.02 87.32
Karampur 89.70 0.15 89.85
Mayapur 89.20 0.05 89.25
Thara 89.00 0.02 89.02
SO2 µg/m3 (Permissible Limit :80 µg/m
3)
Project site 15.20 0.00 15.20
Maheshra 15.10 0.41 15.51
Nasopur 14.50 0.16 14.66
Pithanwas 14.20 0.24 14.44
Raliawas 15.10 0.03 15.13
Karampur 15.10 0.10 15.20
Mayapur 14.90 0.09 14.99
Thara 14.30 0.03 14.33
NOX µg/m3 (Permissible Limit :80 µg/m
3)
Project site 22.80 0.00 22.80
Maheshra 19.10 0.14 19.24
Nasopur 19.20 0.06 19.26
Pithanwas 21.80 0.08 21.88
Raliawas 20.40 0.01 20.41
Karampur 21.30 0.03 21.33
Mayapur 22.10 0.03 22.13
Thara 20.50 0.01 20.51
CO µg/m3 (Permissible Limit :2000 µg/m
3)
Project site 688.00 0.00 688.00
Maheshra 688.00 0.01 688.01
Nasopur 688.00 0.00 688.00
Pithanwas 688.00 0.01 688.01
Raliawas 688.00 0.00 688.00
Karampur 688.00 0.00 688.00
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Location Background Maximum Conc. (g/m3) Incremental Conc. (g/m
3) Resultant Conc. (g/m
3)
Mayapur 573.00 0.00 688.00
Thara 573.00 0.00 688.00
HCL µg/m3 (Permissible Limit :2000 µg/m
3)
Project site <7.9 0.00 0.00
Maheshra <7.9 0.39 0.39
Nasopur <7.9 0.10 0.10
Pithanwas <7.9 0.06 0.06
Raliawas <7.9 0.01 0.01
Karampur <7.9 0.06 0.06
Mayapur <7.9 0.03 0.03
Thara <7.9 0.03 0.03
Figure 4.2: Isopleths of PM
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Figure 4.3: Isopleths of SO2
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Figure 4.4: Isopleths of NOx
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Figure 4.5: Isopleths of CO
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Figure 4.6: Isopleths of HCL
Inference
It is noted that the maximum impact zone is within three km radial zone from the stack of industrial Plant.
The modeling study proved that the air emissions from the expansion project would not affect the ambient
air quality of the region in any significant manner. This is because the expansion project will have highly
efficient air pollution control equipments to control air emissions. The ambient air quality around the
proposed project site will remain within the National Ambient Air Quality Standards (NAAQS) meant for
industrial area. NAAQS are indicative air quality criteria that are adequate to protect the human health and
vegetation.
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4.2.5 Impact from Transportation
Impact Due to Transport: The sources likely to be affecting the pollutant concentrations in project area
would be vehicular emission due to transportation in expansion of project. On account of various
associated activities, there will be increased vehicular traffic on connecting roads. Generation of gaseous
emissions is therefore, of primary concern. Mode of transportation of each incoming and outgoing
material is presented in below and for computation of traffic modelling studies frequency of vehicles has
been calculated.
Impact on Traffic Density: Enhanced Traffic on Road Adequacy: With present level of traffic and the
increase in existing traffic due to the project during operational phase has been estimated by comparison
with the recommendations stipulated by Indian Road Congress (IRC).
Recommendations on Traffic Capacity as per IRC 2010
S.No. Category of Road Maximum PCU/hr Dispatch Ratio (%)
1. SH – 25 1250 100
Source: IRC:SP:37:2010
Existing and after expansion daily vehicle frequency
S.No. Particualr Existing (Nos. Per
day) Proposed
(Nos. Per day) Total After Expansion
(Nos. Per day)
1. Cars 5 3 8
2. Bikes 15 10 25
3. Cycles 15 15 30
4. Trucks for Raw Material 5 7 12
5. Trucks for Finished Products 5 7 12
Part A
It is estimated that 24 Nos. of trucks will required for various industrial activities after expansion. Traffic load
on internal and external road is calculated as under:
Total trucks = 24 trucks/day
Frequency of trucks (Nos. of trucks x cycle x up and down) = 24 x 1 x 2 = 48 Nos./day
PCU / day (Nos. of truck x 3) = 48 x 3 = 144 PUC/day
PCU / Hour = 6.85 PCU /hr i.e 7 PCU/hr
Part B
Cars of the employees = 8 Nos.
Two wheelers of the employees = 25 Nos.
Frequency of cars (Nos. of cars x cycle x up and down) = 8 x 1 x 2 = 16 Nos./day
PCU / day (Nos. of car x 1) = 16 x 1 = 16 PUC/day
Frequency of two wheelers (Nos. of two wheelers x cycle x up and down) = 25 x 1 x 2 = 50 Nos./day
PCU / day (Nos. of two wheeler x 1) = 50 x 0.5 = 25 PUC/day
Total PCU/day= 25+16= 41
PCU / Hour = 1.70 PUC/hr i.e 2 PCU/hr
Grand total PCU/hr (A +B) = 7 + 2 = 9 PCU/hr
Modified Traffic Scenario and LOS
S.No Road Increased PCUs Modified V C Modified V/C
Ratio Modified V/C
Ratio
1. SH - 25 7*100%= 7 560+7 =567 1250 0.45 C
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The LOS value from the expansion project will be the almost same as before i.e. “C” “Good” for the State
Highway falling in the study area. So, the additional load on the carrying capacity of the concern roads is
not likely to have any significant adverse effect.
Company has planned to undertake following mitigation measures for reducing impact:
Regular water sprinkling will be done and all vehicle will be of valid PUC.
The high traffic congestion during peak hours only; hence the movement of trucks will be minimise
in peak hours.
The commitment ―Traffic movement will not be done in Peak hours‖ will be included in our policy.
All Truck drivers will be trained for the traffic rules and traffic movement.
4.2.6 Water Environment
Table 4.22: Impact and Mitigation Measures on Water Environment
Project Activity Aspect/Impact Mitigation Measures
Material Handling and Storage
Spillage or leakage of any raw material or product may have accidental impact on near by waterbody if drained directly into the sewer line.
Generation of sewage (35 kLD) will contaminate water environment if untreated sewage will be disposed.
Increased pollution load on water environment in term of generation of 124.73 kLD effluents from unit may cause odour nuisance and cause illness to the area.
Provision of well-designed internal drainage system with adequate slope connected to ETP.
Generated sewage after expansion will be treated in proposed STP having capacity 50 kLD.
Treated Sewage (25 KLD) will be reused for gardeining and sprinkling.
Newly consructed ETP (125 kLD) and MEE (125 kLD) for High TDS stream.
Treated effluent (73.14 kLD) will be reused for processing.
Chemical storage, loading and unloading practice will be as per the SOP.
Manufacturing process
Sewage and Effluent generation
Recruitment Impacts on local population for the operation and maintenance of STP and ETP.
Local consultant will be given preference for the operation and maintenance of STP and ETP.
Solvent recovery The laeching/seapage/leakage solvent may create layour over surface water and lead to dealth of aquatic life.
The solvent recovery suggested to reduce the solvent
Greenbelt development The daily water requirement is 19 KLD for green belt may laod on fresh water requirement.
The recycle water should be used for green belt development, may reduce the daily fresh water consumption.
4.2.7 Soil Environment
Table 4.23: Impact and Mitigation Measures on Soil Environment
Project Activity Impact Mitigation Measures
Material Handling and Storage
Spillage/ leakage from storage area may degrade the soil.
RCC floring will be developed within plant premises.
Sewage and Effluent generation
Contamination of soil due to direct disposal of inorganic ETP sludge.
Sludge generation from STP will have positive impact on soil environment due to increase in fertility.
ETP sludge will be collected, stored and sent to Udaipur-TSDF site for disposal.
STP Sludge will be stored in bags at waste storage area and will be used as manure within the premises.
Solid/ Hazardous Waste Disposal
Degradation of soil quality due to disposal of untreated waste.
Wastes will be handled/ disposed according to the Hazardous and Other Waste (Management, and Transboundary Movement) Rules, 2016.
Solvent recovery The sovent may contaminate the soil on laekgae/seapage/laeching duign solvent handling. Long term exposure to solvents can lead to deleterious
100% solvent recovery is suggested and LDAR will be done at site duing entire period of operation.
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effects on fertility of soil.
4.2.8 Noise Environment
Table 4.24: Impact and Mitigation Measures on Noise Environment
Project Activity Impact Mitigation Measures
Transportation of goods and manpower
Increased Noise level due to vehicular movement may lead to mental stress on habitat of study area.
Transportation activity is been carried out during day time only same will be continued.
Utilities operation Increased Noise level due to other industrial activities may lead to temporary hearing loss on working workers.
Regular maintenance & lubrication of utilities and equipments is been carried out and same will be continued.
Manufacturing process processing
Exposure of continuous noise will lead to decrease of work efficiency and also may lead to any dangerous accident.
Operator shift rotation is/will be done for plant operation.
Less noise creating machineries and motors is/will be used for manufacturing process.
Provision of ear muffs and ear plugs to prevent noise exposure risk to employees working on site.
Sewage and Effluent generation
Continous noise exposure may impact on STP and ETP operator hearing capacity.
Vibration pads is been installed for all pumps, motors, blowers, process machineries and D.G sets.
Preventive maintenaces of pumps, motors and blowers is/will be done periodically.
Noise monitoring will be carried out regularly.
Greenbelt Plantation Impact due to reduction in noise waves to the receptors.
Regular maintenance of greenbelt is been done and will be continued by providing tree guards.
4.2.1 Land Use/Land Cover/ Hydrogeology/ Geology
Table 4.25: Impact on Land Cover/ Land Use Environment and its Mitigation Measures
Project Activity Impact Mitigation Measures
Existing plant falls in RIICO Notified Industrial area, Khushkhera which land is specially allotted for industrial
development hence there will no significant impact on Land Use/Land Cover, Hydrogeology and Geology due to
project activity.
4.2.2 Solid/Hazardous Wastes
Table 4.26: Impact and Mitigation Measures due to Solid/ Hazardous Wastes
Project Activity Impact Mitigation Measures
Utilities Operation Generation of Solid/Hazardous waste due to various industrial activities may contaminate soil fertility due to improper disposal.
Improper handling and disposal of MEE slat, ETP sludge, Incineration ash, Process waste/residue, used oil, discarded containers, fly ash from boiler, E-Waste, spent sulphuric acid and spent HCL may lead to occupational hazard.
Solid/ Hazardous waste will be collected, stored, transported and disposed as per the Hazardous and Other Waste (Management, and Transboundary Movement) Rules, 2016.
Discarded containers 9200 Nos./Annum will be sold to scrap operators.
Used oil 0.82 LPA will be sold to registered reprocessors.
Fly ash will be send to enduser.
Manufacturing process
Sewage and Effluent generation
Solid/ Hazardous Waste Disposal
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4.2.3 Risk and Occupational Hazards
Table 4.27: Impact and Mitigation Measures due to Risk & Hazard
Project Activity Impact Mitigation Measures
Transportation of goods and manpower
Chances of vehicle collision due to vehicle failure may lead to loss of life and property.
Tilting of moving vehicle due to overloading may lead to loss of life and packed material.
Well trained, licensed and certified motor vehicle driver has been given job for transportation of raw material and final product, same will be continued.
Transport vehicle will be properly examined before transportation.
Concern officer will ensure the product and raw material loading as per its capacity before transportation.
Utilities operation Chances of fatal incident, severe injury and loss of property due to explosion of boiler.
Preventive maintenance will be done periodically of boiler.
Material Handling and Storage
Catch fire accidents may lead to injury to manpower and loss of properties and fatal accidents.
Burn injury to workers due to spillage and leakage of chemicals from pipelines or storage containers/tanks.
Corrosion and leaching due to spillage and leakage of chemicals may lead to loss of proporties.
Standard operating procedure is already prepared and followed by workers and same will be followed in future also.
PPE‘s is/will be provided to workers for handling chemical, also its use will be ensured.
Implementation of recommendation of QRA for existing plant, detailed QRA will be conducted for expansion and its recommendation will be followed.
Products and raw material will be handled, stored and transported as per manufacture, storage and import of hazardous chemical rules, 1989.
Manufacturing process Chances of dangerous accident like catch fire due to unsafe act during operation activity.
Amputation of worker due to failure of process machineries or height fall.
Unsafe act like smoking will be strictly prohibited during working hours in plant.
Welding activity will be carried under supervision and shut down of plant operatin will be ensured.
Preventive maintenance and inspection of process machineries will be done periodically by competent person.
Safety guards shall be provided to process machineries.
Solvent Recovery
Sewage and Effluent generation
Hearing loss to the workers working in STP and ETP due to high noise generation from pumps and blowers.
Preventive maintenance of pumps and blowers is been done periodically and same will be continued.
Padding has been done to pumps and blowers.
Ear plugs will be provided to operators and fitters regularly.
Shift rotation of operators.
Solid/ Hazardous Waste Disposal
Occupational disease due to handling of solid/ hazardous waste.
Adequate PPE‘s will be provided to the workers. Handling will be done under supervisor‘s direction.
Recruitment Impact on local employment for housekeeping staff and EHS vacancy.
First preference will be given to local population of surrounding villages.
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4.2.4 Ecology and Biodiversity
Table 4.28: Impact and Mitigation Measures due to Ecology and Biodiversity
Project Activity Impact Mitigation Measures
Transportation of goods and manpower
Settling of fugitive dust on leaves reduces the gaseous exchange process. This affects the growth of plants.
Transportation of products and raw material will be avoided in the early morning and evening.
Regular water sprinling for dust suppression.
Utilities operation
Manufacturing processing
Pollution in the form of flue gas and process gas may lead to unforeseen circumstances which may have impact on neary by habitat.
Adequate APC‘s is been provided to existing reaction vessel and other utilities used for processing, same will be provided to proposed reaction vessel and other utilities.
Solvent Recovery
Sewage and Effluent generation
Disposal of Untreated sewage and effluent will have indirect impact on humans and surrounding ecology.
Newly constructed 125 kLD ETP will be used for effluent treatment and STP of 50 kLD will be provided for the treatment of sewage.
Solid/ Hazardous Waste Disposal
Improper storage of solid hazardous waste will contaminate soil and will have impact on plants growth.
Solid/ Hazardous waste will be collected, stored, transported and disposed as per the Hazardous and Other Waste (Management and Transboundary Movement) Rules, 2016.
Greenbelt plantation The aesthetic environment and landscaping will create habitat for avi-fauna.
Selection of trees will be as per soil condtion of the area.
Efficient management of greenbelt is being done till date along with conservation and same will be continued.
Recruitment The local employment will be generated which change the livelihood.
The person for taking care of green belt will be trained before emplying to work.
4.2.5 Socio-Economic
Table 4.29: Impact and Mitigation Measures due to Socio-Economic
Project Activity Impact Mitigation Measures
Vehicle Movement Impact on employment generation for the truck driving and maintenance of vehicles and utilities, plant operation, housekeeping, Gardner, drivers, security staff, EHS, account and admin staff.
First preference will be given to local population of surrounding villages for employment.
The recruitiment of human resource will be as per post, qualification and technical expertise. The muster roll will be maintained.
Utilities operation
Greenbelt plantation
Recruitment
Manufacturing process Flue gas and process emission will have negative effect on health of surrounding village population.
Generation of high noise from industrial activities may disturb the routine of peoples living in surrounding area.
APC‘s has been provided for controlling the process emission with adequate stack height.
Padding and enclosing has been provided at noise generating machineries and area, same will be done for proposed machineries and area.
Solvent Recovery
Sewage and Effluent generation
Contagious and viral disease effect on surrounding village population due to disposal of untreated sewage.
Chronic effect on the health of the surrounding village population due to the disposal of untreated treated effluent.
Newly constructed 150 kLD has been provided for effluent treatment and STP of 50 kLD will be provided for the treatment of generated sewage.
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Table 4.30: Environmental Impact Matrix with Mitigation measures in Operation Phase
Activities
Environmental Attributes
Air
Wate
r
So
il
No
ise
LU
/LC
Hyd
ro
geo
log
y
Geo
log
y
SH
W
Ris
k
&
Hazard
Eco
log
y a
nd
Bio
div
ers
ity
SE
To
tal
Vehicle Movement -4 - - -4 - - - - -4 - +2 -10
Utilities operation -2 - - - - - - - -2 - +2 -2
Product and raw material handling and storage
-2 - -
- - - - -
-4 -
- -6
Manufacturing process -4 -4 - - - - - - -4 - +9 -3
Solvent Recovery - -2 - - - - - - - - -2
Sewage and Effluent generation - - - -6 - - - -2 -2 +6 +6 2
Solid/ Hazardous Waste Disposal
- - - -
- - - - -2 - +1
-1
Greenbelt Developmet +25 +15 +12 +25 +12 - - - - +25 +2 +116
Recuitment 0 -4 - - - - - -4 - +2 +16 +10
Cumulative score +13 +5 +12 +15 +12 - - -6 -18 +33 +38 +104
Highest cumulative score (+38) received in Socio economic environmental parameter. Achieved highest
total score (+116) for greenbelt development. Total cumulative Score for various Environmental Parameters
without mitigation measures was -501 while after taking mitigation measures as suggested by the various
experts and studies; the score was reduced and has increased positively upto +104. This shows no
appreciable beneficial impact on various environmental paramerts due to expansion in pesticide
manufacturing unit at RIICO notified industrial area, Khushkhera.
4.3 SUMMARY Possible impacts on land environment, air environment, water environment, noise environment, biological
environment, socioeconomic environment and risk and hazard is been introduced and briefed in the
chapter with their mitigation measures for both during construction as well as operation phase. Matrix
study and its representation has also been carried out and briefed in chapter. Total Cumulative Score for
various Environmental Parameters without mitigation measures is - 160 which is not appreciable adverse
impact during construction phase. Total Cumulative Score for various Environmental Parameters with
mitigation measures is +1 during construction phase which shows no appreciable beneficial impact. During
operation phase total cumulative Score for various Environmental Parameters without mitigation measures
was (–501) while after taking mitigation measures as suggested by the various experts and studies; the
score was reduced and has increased positively upto +104. This shows no appreciable beneficial impact
on various environmental parameters due to expansion in pesticide manufacturing unit. Air modeling
study is been introduced in the chapter along with isopleths. The maximum 24 hourly average GLC value
for the proposed scenario is 0.41 g/m3 for SO2, 0.14 g/m3 for NOx, 0.21g/m3 for PM, 0.39 g/m3 for
HCL, 0.01 g/m3 for CO and 0.00 g/m3 for TOC. AQI of 8 locations is recorded satisfactory in study area.
From the overall study and evaluation of impacts, it can be concluded that the overall negative impacts
from various activities on different environmental parameters is negligible with proper EMP in place.
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5 ANALYSIS OF ALTERNATIVE SITE (TECHNOLOGY & SITE)
GENERAL Expansion in Pesticides manufacturing plant at RIICO Industrial Area, Khushkhera, Taluka – Tijara, District
– Alwar, State – Rajasthan will be at the exisitng premise located in the notified industrial area which is
already convereted into industrial land (non-agricultural). Hence, no alternative of site has been analysed.
Exapsion activities will be carried out in existing plant premises due to following benefits:
Proximity of Raw Material.
No rehabilitation and resettlement
No change in land use pattern.
Proximity to road network.
Existing infrastructure facilities.
Additional plot is already in possession with the HPM Chemical and Fertilizers Ltd. and adjacent to the existing plots.
5.1 ALTERNATIVE FOR TECHNOLOGY AND OTHER PARAMETER During EIA study some alternatives were considered and are discussed below:
Table 5.1: Alternative for Technology and other Parameter
S.No. Particular Alternative Option 1
Alternative Option 2
Remarks
1. Manufacturing Technology
Manual/ Semi - automatic
Automated machineries
Preferred automated machineries.
Electric power requirement
Noise generated will be minimal
Air pollution generated will be minimal
2. Manpower Local employment
Outsource employment
Local employment is/will preferred.
Provides employment to local people along with financial benefit.
No residential building/housing is required
3. Transportation for Labour
Public transport Private transport
Both Public and Private transportation. Local labours are/will be deployed so they will either reach by bicycle or by foot.
Cost of transportation for men will be negligible.
4. Transportation of Goods
Public transport Private transport
Private Transportation. Material is/will be transported through trucks on the contract basis through private transporter.
Generation of indirect employment
5. Road for Transportation
Metallic Road Kachcha Road Unit is been developed in Notified Industrial area of RIICO Khushkhera. The road is well maintained time to time.
6. Water Water from RIICO
Bore well water Water supply from RIICO is/will be preferred.
No change in the surface water and ground water quality
7. Energy Non-renewal Renewal Non-renewal Power supply from JVVNL is/will be preferred as per availability.
8. Fuel Fossil Fuel Natural gas Fossil Fuel
Easiy availabily of fossil fuel.
High calorific value.
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The promoter of the company is experience in the manufacturing and trading in various regions of the state
and they also have their existing plants in Khuskhera, Rajasthan and Samba, Jammu & Kashmir. The
company felt the necessity of expansion of an existing pesticide and intermediate product plant of RIICO
Industrial Area, Khushkhera looking at future market demand. Alternative technology study has been
conducted with respect to fuel, manufacturing technology etc. for an expansion project in existing unit.
5.2 SUMMARY No alternative site has been proposed as the expansion will be carried out in existing plant premises of
HPM Chemicals and Fertilizers Ltd. Project site is situated in Notified industrial area of RIICO Khushkhera.
Alternative technology study has been conducted with respect to fuel, manufacturing technology etc. and
best alternative has been suggested.
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6 ENVIRONMENTAL MONITORING PROGRAM
GENERAL Environmental Monitoring is an essential tool for sustainable development and ensuring effective
implementation of Environmental Management Plan and Mitigation Measures suggested. A periodic
environment monitoring plan enables environmental management with early forecasts for additional action
required for improvement. It provides the exact idea for mitigation measures to be implemented as it is
linked with actual distraction of environmental quality due to the project activities. Hence, monitoring of
critical parameters of environmental quality is very essential in the routine activity schedule.
Regular monitoring of environmental parameters is immense importance to assess the status of
environment during operation phase. With the knowledge of baseline environmental status scope of the
monitoring of on various environmental parameters viz., Air quality, Water quality, Noise, Soil
characteristics, Ecology, Land use pattern and Socio-Economic will be designed.
6.1 POST PROJECT MONITORING PROGRAM The environmental aspects to be monitored along with parameter and frequency for proposed project are
mentioned in Table 6.1. The unit will allocate the sufficient budgetary provision towards implementation of
EMP as well as Environmental Monitoring.
Table 6.1: Post Project Environmental Monitoring Program
S. No. Particular Parameter for Monitoring Frequency of
Monitoring
1. Air Quality
i. Ambient Air Quality monitoring for selected 4 locations in and around plant as specified by RPCB.
PM2.5, PM10, SO2, NOx and CO Twice in a week as
per NAAQS – 2009
ii. Stack Monitoring (Boiler, Incinerator, Process Stack, etc.)
SPM, PM10, PM2.5, SO2, NOx, HC, CO, acid mist, HCl, TOC
Monthly
iii. Fugitive dust sampling at work zone as per CPCB or RPCB.
PM Twice in a week
2. Water
Quality
Surface (Grab sample) As per IS:10500:2012 Six monthly
Ground (Wells, Borewells, Ponds)
As per IS:10500:2012 Six monthly
3. Wastewater Quality
STP (Inlet & outlet) As per consent conditions/CPCB Monthly
ETP (Inlet & outlet) As per consent conditions/CPCB
4. Noise Quality
a. Within plant premises at identified locations at 4 locations
Leq Levels Monthly
b. Outside Plant premises at least 4 locations
Day and night time Leq levels Quarterly
5. Soil Quality Physical and chemical parameters to compare the soil condtion between agriculture and non-agriculture.
Six monthly
6. Work Zone Monitoring HCl, SO2 and VOC Monthly
7. Solid/Hazardous waste generation Records of quantity of generation, handling, storage and transportation (disposal), test monitoring of solid and hazardous waste.
Monthly
8. Occupational Health Checkup Pre-employment and periodical health checkup for eye test, lung test, hearing capacity, skin test, step test etc. of every employee at least once in six months is been and will be done.
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S. No. Particular Parameter for Monitoring Frequency of
Monitoring
9. Greenbelt Development Number of plantation (Units), Number of Survived Plants/ Trees, Number of Poor plant/ Trees
Yealy
10. Environmental Audit As per Directions of Honorary High Court, Rajasthan
Yealy
11. Ecological Change Detection Satelite imagery based land use, georeferencing of tree censues, vegetation cover, IVI.
Once 5 year
12. Consents and Authorization
Consent to operate under Air, water & hazardous waste.
Renewing 30 days before expiry of validity
13. Compliance of EC conditions
Submission of 6 monthly compliance reports
June and December
14. Socioeconomic condition -- Yearly
Monitoring of the above parameters is / will carried out to assess the performance of pollution control
equipments installed to achieve the statutory norms. In case emissions/pollutant will found to exceed the
norms, the ‗on duty‘ personnel will check the relevant parameters and take appropriate corrective actions. A
record of corrective and preventive action will be maintained as per requirement.
6.2 MONITORING METHODOLOGIES Method of environmental sampling and analysis method to be used is as per the guidelines providing by
MoEFCC/CPCB/RPCB. The method followed will be recommended/standard method
approved/recommended by MoEFCC/ CPCB.
Table 6.2: Environmental Sampling and Analysis
S.No. Description Method
Sampling/ Preservation Analysis
Air Environment
1. Micro-meteorological data
Mechanical or automatic weather station/ Meteorological Department
--
2. Ambient Air Quality
Samplers (Designed as per USEPA) to collect PM2.5, PM10 & the gaseous samples
Any standard methods such as IS 5182, CPCB guideline, ASTM etc.
Water and Waste Water
1. Ground Water Standard Methods for Examination of Water and Wastewater published by APHA 23
rd edition, 2017
IS10500:2012 and Standard Methods for Examination of Water and Wastewater published by APHA 23
rd edition, 2017
2. Surface Water
3. Wastewater (ETP/STP)
C Noise Instrument: Sound level meter --
6.3 INFRASTRUCTURAL REQUIREMENT There is an existing Laboratory with adequate manpower and basic facilities for self-monitoring of pollutants
generated in plant. The laboratory is been equipped with instruments and chemicals required for monitoring
of general parameters of wastewater to fulfill the reuse criteria within plant premises. Project proponent has
allotted Rs. 15.00 Lakhs towards laboratory for expansion project.
6.3.1 Data Analysis
All environmental monitoring data is / will be stored as a computer database for proper storage, retrieval
and interpretation. Records are / will be maintained to keep a track of monitored parameters and causes of
non-conformity with the permissible limits. Other than monitoring data, record of equipment performance
test, calibration of pollution control equipment, equipment maintenance schedule is / will be maintained
after expansion.
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6.3.2 Reporting System
The in-charge of environment, health and safety department is coordinating with monitoring agency.
Analysis report with interpretation is / will be submitted regularly to the statutory authority after obtaining
approval from higher management. Any non-conformity is/will be brought to notice to higher management.
Environmental and safety policy is / will be communicated to each employee working within plant premises.
6.3.3 Budget for Environmental Monitoring
Environment Management Cell (EMC) will inspect the necessity and availability of resources to fulfill the
requirement of Environmental Monitoring Plan (EMP). Financial requirement of environment monitoring will
be identified and provision of appropriate budget will be allotted. Environemtnal monitoring cost after
expansion has been estimated Rs. 3.00 Lakhs/annum and it will be revised based on time to time
requirement.
6.4 SUMMARY Post project environmental monitoring is/will be done as per MoEFCC/CPCB/RPCB guidelines by following
recommended/standard method approved by MoEFCC/CPCB. Regular record review is been and will be
done for change in financial requirement, parameter for environmental monitoring. Project proponent will
maintain the pollution load under permissible limit after expansion and will take necessary precautions to
maintain the same. Allotted Rs. 15.00 Lakhs towards laboratory for expansion project estimated Rs. 3.00
Lakhs/annum for Environmental Monitoring.
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7 ADDITIONAL STUDIES
GENERAL This chapter gives a brief discussion/description on Public Consultation, Risk and Hazard Study which
includes the Qualitative Risk Assessment and Quantitavite Risk Assessment along with the mitigation
measures. Also give the brief description on Disaster Management Plan.
7.1 PUBLIC CONSULTATION The expansion project falls in the notified induatrial area of RIIICO notified in the year 1994 vide gazette
notification no. 4/6/Udyog/1/90 dtd. 26th August 1994. As per Office Memorandum No. J-11011/321/2016-
IA.II(I) dtd 27th April 2018; the public consultation (PH) is exempted for this project. Hence, the EIA/EMP
report has been submitted directly for appraisal for grant of environmental clearance.
7.2 RISK ASSESSMENT HPM Chemicals and Fertilizers Ltd. handle various hazardous chemicals, 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 and 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 Objective of the Study
The principle objective of this study is to identify major risks in the manufacturing process and to evaluate
On-site & Off-site consequences of identified hazard scenarios. To give effective mitigation of hazards in
terms of suggestions for effective disaster management, suggesting minimum preventive and protective
measures & change of practices to ensure Occupational Health and Safety.
7.2.2 Details of Storage Facilities
Table 7.1: Existing Tanks
Tank.
No.
Name of
Hazardous
Chemical
Physic
al
state
Numb
er of
storag
e
tanks
(In
Nos.)
Capaci
ty of
Storag
e Tank
(KL*)
each
Type of
Storag
e Tank
(#)
Above
ground/
Undergrou
nd
Operatin
g
Tempratu
re (°C)
Operatin
g
Pressure
(bar)
Dyke/Bu
nd area
(m2)
Dyke/Bu
nd
Height
(m)
1-3 Heavy
Aromatics Liquid 3 15 MS UG 35 Atm.* NA NA
4-8 Mixed
Xylene Liquid 5 20 MS UG 35 Atm.* NA NA
9 Solvent -C-9 Liquid 1 20 MS UG 35 Atm.* NA NA
10 Empty - 1 20 MS UG 35 Atm.* NA NA
11 Solvent -C-9 Liquid 1 20 MS UG 35 Atm.* NA NA
20 Acetic
Unhydride Liquid 1 20 MS AG 35 Atm.* 21 2
21 Dimethyl
Sulphate Liquid 1 20 MS AG 35 Atm.* 21 2
22
Ammonia
Solution -20
%
Liquid 1 7 HDPE AG 35 Atm.* 10.5 2
23 Ammonia Liquid 1 7 HDPE AG 35 Atm.* 10.5 2
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Solution -20
%
*Atm= Atmospheric
Table 7.2: Proposed Tanks
Tank.
No.
Name of
Hazardo
us
Chemical
Physic
al state
Numb
er of
storag
e
tanks
(In
Nos.)
Capaci
ty of
Storag
e Tank
(KL*)
each
Type of
Storage
Tank
(#)
Above
ground/
Undergrou
nd
Operating
Tempratu
re (°C)
Operating
Pressure
(bar)
Dyke/Bu
nd area
(m2)
Dyke/Bu
nd
Height
(m)
12 Ethyl
Acetate Liquid 1 10 MS AG 35 Atm.* 10.5 2
13 Chlorofor
m Liquid 1 10 MS AG 35 Atm.* 10.5 2
14 Methanol Liquid 1 10 MS AG 35 Atm.* 10.5 2
15 Acetone Liquid 1 10 MS AG 35 Atm.* 10.5 2
16 Toluene Liquid 1 10 MS AG 35 Atm.* 10.5 2
17
Dimethyl
Formami
de
Liquid 1 20 MS AG 35 Atm.* 21 2
18 N-Butanol Liquid 1 15 MS AG 35 Atm.* 14 2
19 N-
Hexane Liquid 1 15 MS AG 35 Atm.* 14 2
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7.2.3 Physico-chemical properties of Chemicals
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
1 Acetic acid Liquid C2-H4-O2 64-
19-7
Colorle
ss.
Clear
(Light.)
Pungent,
vinegar-
like, sour
(Strong.)
60.05 118.1 16.6 39 4 19.9 50
(LD50):
Acute:
3310
mg/kg
[Rat]
(LC50):
Acute:
5620
ppm 1
hours
[Mouse
]
Flamma
ble
2 Sulphuric acid Liquid H2SO4 7664-
93-9
Colorle
ss
Odorless,
but has a
choking
odor
when hot
98.08 270 -35
Not
applica
ble
Not
applica
ble
Not
applica
ble
3.74
ORAL
(LD50):
Acute:
2140
mg/kg
[Rat.]
(LC50):
Acute:
510
mg/m
2 hours
[Rat].
Corrosiv
e
3 Hydrochloric
acid Liquid HCL
Mixtur
e
Colorle
ss to
light
yellow
Pungent.
Irritating
Not
applica
ble
50.5 -62.25
Not
applica
ble
Not
applica
ble
Not
applica
ble
50
(LD50):
900
mg/kg
[Rabbit]
(LC50):
Acute:
4701
ppm
0.5
hours
[Rat]
Corrosiv
e
4 Hexane Liquid C6-H14 110-
54-3
Clear
Colorle
ss
Gasoline-
like or
petroleum
-like
(Slight.)
86.18 68 -95 -22.5 1.15 7.5 1100
ORAL
(LD50):
Acute:
25000
mg/kg
[Rat]
(LC50):
48000
ppm 4
hours
[Rat]
Flamma
ble
5 Methanol Liquid CH3OH 67-
56-1
Colorle
ss
Alcohol
like.
Pungent
when
crude
32.04 64.5 -97.8 12 6 36.5 6000
ORAL
(LD50):
Acute:
5628
mg/kg
[Rat]
(LC50):
Acute:
64000
ppm 4
hours
[Rat]
Flamma
ble
6 Sodium
metabisulfite Solid Na2S2O5
7681-
57-4
White
to
odor of
sulfur 190.13
Not
available
Decompos
ition
Not
applica
Not
applica
Not
applica-
(LD50):
Acute: - Irritant
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S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
yellowi
sh
dioxide temperatur
e: 150
ble ble ble 1131
mg/kg
[Rat]
7 Toluene Liquid C7H8 108-
88-3
Colorle
ss Sweet 92.14 -95 110.61 4.44 1.27 7.1 500
ORAL
(LD50):
Acute:
636
mg/kg
[Rat]
(LC50):
Acute:
49000
mg/m 4
hours
[Rat].
Flamma
ble and
Toxic
8 Methyl Acetate Liquid CH3COOCH3 79-
20-9
Colorle
ss
Fragrance
like 74.08 57 -98.05 -5.56 3.1 16 3100
ORAL
(LD50):
Acute:
5001
mg/kg
[. Rat]
- Flamma
ble.
9 Chloroform Liquid CHCl3 67-
66-3
Colorle
ss
Pleasant.
Sweetish.
Etheric.
Non-
irritating
119.38 61 -63.5 NA NA NA 500
ORAL
(LD50):
Acute:
695
mg/kg
[Rat].
LC50):
47702
mg/m 4
hours
[Rat]
Toxic
10 Acetone Liquid C3-H6-O 67-
64-1
Colorle
ss
Fruity.
Mint-like.
Fragrant.
Ethereal
58.08 56.2 -95.35 -9 2.6 12.8 2500
ORAL
(LD50):
Acute:
5800
mg/kg
[Rat
(LC50):
Acute:
50100
mg/m 8
hours
[Rat]
Flamma
ble
11 Dimethyl
Formamide Liquid HCON(CH3)2
68-
12-2
Colorle
ss to
light
yellow
Amine
like 73.09 153 -61 57.77 2.2 15.2 3500
ORAL
(LD50):
Acute:
2800
mg/kg
[Rat]
(LC50):
9400
1 hours
[Mouse
].
Flamma
ble
12 Butanol Liquid C4H10O 71-
36-3
ColorleVinous 74.12 117.7 -89.5 28.9 1.4 11.2 1400
ORAL
(LD50):
(LC50):
Flamma
ble
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 135
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
ss Acute:
790
mg/kg
[Rat.].
8000
4 hours
[Rat.].
13 Xylene Liquid C6H4(CH3)2 1330-
20-7
Colorle
ss Sweetish 106.17 138.5 -47.4 24 1 7
data
unavaila
ble
ORAL
(LD50):
Acute:
4300
mg/kg
[Rat]
(LC50):
5000 4
hours
[Rat]
Flamma
ble
14 Dimethyl
Sulphate Liquid (CH3)2SO4
77-
78-1
Colorle
ss Odorless 126.13
Decompo
ses -31.8 83.3 NA NA 7
ORAL
(LD50):
Acute:
205
mg/kg
[Rat]
(LC50):
Acute:
45 ppm
4
hour(s)
[Rat]
Toxic
15 2-Heptanol Liquid C7-H16-O 543-
49-7
Colorle
ss Slight 116.2 161
Not
available 71
Not
availabl
e
Not
availabl
e
-
ORAL
(LD50):
Acute:
2580
mg/kg
[Rat]
- Combust
ible
16 Acetic
anhydride Liquid (CH3CO)2)
108-
24-7 Light Strong 102.09 139.9 -73.1 49 2.7 10.3 200
(LD50):
1780
mg/kg
[Rat]
(LC50):
1000
4 hours
[Rat]
Flamma
ble and
Toxic
17
Tetra-n-
butylammoniu
m bromide
Solid C16H36NBr 1643-
19-2
Not
Availab
le
Not
Available 322.38
Decompo
ses 103.5
Not
Availab
le
Not
Availab
le
Not
Availab
le
Not
Availabl
e
Not
Availab
le
Not
Availab
le
Irritant
18
2-Chloro-5-
(Chloromethyl)
Thiazole
(CCMT)
Liquid C4H3Cl2NS
10582
7-91-
6
Light
yellow
to
yellow
liquid
Not
Available 168.04
Not
Available 31
Not
Availab
le
Not
Availab
le
Not
Availab
le
Not
Availabl
e
Not
Availab
le
Not
Availab
le
Irritant
19 Caustic Flakes
(NaOH) Solid NaOH
1310-
73-2 White Odorless 40 1388 323
Not
applica
Not
applica
Not
applica6.11
Not
Availab
Not
AvailabIrritant
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 136
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
ble ble ble le le
20
3-Methyl-4-
nitroiminoperh
ydro-1,3,5-
oxadiazine
Solid C4H8N4O3
15371
9-38-
1
- - 160.13
1 290.9 141-143 129.8 - - - - - Irritant
21
2-
(Nitroimino)imi
dazolidine
Solid - 5465-
96-3
Off-
white - -
Not
Applicabl
e
210-213
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
Irritant
22 Potassium
carbonate Solid K2CO3
584-
08-7 White Odorless 138.21
Decompo
ses 891
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
-
(LD50):
Acute:
1870
mg/kg
[Rat].
- Irritant
23 Hydrogen
peroxide Liquid H2O2
7722-
84-1
Clear
Colorle
ss
Odorless
Not
Applica
ble
108 -33
Not
Applica
ble
Not
Applica
ble
Not
Applica
ble
75
Acute:
4060
mg/kg
[Rat]
(LC50):
Acute:
2000
mg/m 4
hours
[Rat].
Toxic
24 Oxalyl chloride Liquid (ClCO)2 79-
37-8
Clear
Colorle
ss
Not
available 126.93 64 -12
Not
applica
ble
Not
Availab
le
Not
Availab
le
-
Not
Availab
le
Not
Availab
le
Irritant
25 Sodium
Cyanide Solid NaCN
143-
33-9 White
Faint
almond-
like odor
49.01 1496 563
Not
availabl
e
Not
availabl
e
Not
availabl
e
12.47
(LD50):
Acute:
6.44
mg/kg
[Rat].
- Toxic
26 m-phenoxy
benzaldehyde Solid C13H10O2
39515
-51-0 - - 198.22 392 13 156 - - - - - Irritant
27 Sodium
carbonate Solid Na2-C-O3
497-
19-8 White Odorless 105.99
Not
available 851
Not
applica
ble
Not
applica
ble
Not
applica
ble
-
(LD50):
Acute:
4090
mg/kg
[Rat]
(LC50):
Acute:
2300
mg/m 2
hours
[Rat]
Irritant
28 Isopropyl Liquid C3-H8-O 67- Colorle Pleasant 60.1 82.5 -88.5 11.667 2 12.7 2000 ORAL Flamma
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 137
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
alcohol 63-0 ss (LD50):
Acute:
5045
mg/kg
[Rat]
(LC50):
16000
8 hours
[Rat].
ble
29 Bifenthrin
Alcohol Liquid C14H14O
76350
-90-8 White Odorless 198.25 - 72 - 72.5 177 - - - - - Irritant
30 Thionyl
chloride Liquid Cl2OS
7719-
09-7
Colorle
ss to
light
yellow
Suffocatin
g 118.98 76 -104.5
Not
applica
ble
Not
applica
ble
Not
applica
ble
- -
LC50):
Acute:
500
ppm 1
hours
[Rat]
Corrosiv
e
31 Ethylene
dichloride Liquid C2H4Cl2
107-
06-2
clear
colorle
ss
chlorofor
m-like 98.96 182.3 -31.5 56 6.2 15.9 50
ORAL
(LD50):
Acute:
670
mg/kg
[Rat]
(LC50):
Acute:
1414.2
ppm 4
hour(s)
[Rat]
Flamma
ble and
Toxic
32
3,5,6-
Trichloropyridi
n-2-ol sodium
Solid C5HCl3NNaO 37439
-34-2
Not
availabl
e
Not
available 220.42
Not
available
Not
available
Not
availabl
e
Not
availabl
e
Not
availabl
e
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
33 Ethyl acetate Liquid C4-H8-O2 141-
78-6
Colorle
ss
Ethereal.
Fruity 88.11 77 -83 -4.4 2.2 9 2000
ORAL
(LD50):
Acute:
5620
mg/kg
[Rat]
(LC50):
Acute:
45000
mg/m 3
hours
[Mouse
].
16000
ppm 6
hours
[Rat]
Flamma
ble
34 Tetrabutylamm
onium bromide solid C₁₆H₃₆NBr
1643-
19-2 White Odourless 322.4 99.8 96.7 100
Not
availabl
e
Not
availabl
e
-
2142.3
8
mg/kg
- Combust
ible
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 138
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
(Rat)
35 Ethanol Liquid CH3CH2OH 64-
17-5
Colorle
ss
Mild to
strong 46.07 78.5 -114.1 12.78 3.3 19 3000
ORAL
(LD50):
Acute:
7060
mg/kg
[Rat].
(LC50):
Acute:
20000
ppm 8
hours
[Rat].
Flamma
ble
36 Sodium
hydrosulfite Solid Na2S2O4
7775-
14-6
Grayis
h white Sulfurous 174.11
Not
available
Decompos
ition
temperatur
e: 20
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
ORAL
(LD50):
Acute:
500
mg/kg
[Rat].
- Combust
ible
37 N-Propyl
Bromide Liquid C3H7Br
106-
94-5
Pale
yellow
liquid
Character
istic odour 123 71 -110 -10 3.5 9.7 -
540
mg/kg
7100
ppm
Flamma
ble
38 Ammonium
bicarbonate Solid NH4HCO3
1066-
33-7 White
Ammonia
cal 79.06
Not
available 107.5
Not
applica
ble
Not
applica
ble
Not
applica
ble
-
Not
availabl
e
Not
availabl
e
Irritant
39 Thiourea Solid NH2CSNH2 62-
56-6
Not
availabl
e
Not
available 76.12
Decompo
ses 177
Not
availabl
e
Not
availabl
e
Not
availabl
e
ORAL
(LD50):
Acute:
125
mg/kg
[Rat]
- combusti
ble
40 Cuprous
chloride Solid CuCl
7758-
89-6
White Not
available 99 1490 430
Not
applica
ble
Not
applica
ble
Not
applica
ble
-
ORAL
(LD50):
Acute:
140
mg/kg
[Rat]
- Irritant
41 Benzoic acid Solid C6H5COOH 65-
85-0
Not
availabl
e
Not
available 122.12 249.2 122.4 121
Not
availabl
e
Not
availabl
e
-
ORAL
(LD50):
Acute:
1700
- Combust
ible
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 139
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
mg/kg
[Rat]
42 Formic acid Liquid Not applicable
Mixtur
e
Clear
Colorle
ss
Pungent
Not
applica
ble
100 8.4 69 18 57 30
1100
mg/kg
[Rat]
(LC50):
Acute:
6200
mg/m
0.25
hours
Toxic
and
Combust
ible
43 Sodium
thiocyanate Solid NaCNS
540-
72-7
Not
availabl
e
Not
available 81.07
Decompo
ses 287
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
ORAL
(LD50):
Acute:
764
mg/kg
[Rat].
- Combust
ible
44 Dimethylamine Gas C2H7N 124-
40-3
Colorle
ss
fishy
ammonia-
l
45 6.9 -92.2 20 2.8 14.4 500
698
mg/kg
(Rat)
11000
ppm/1h
(Rat)
Flamma
ble and
Toxic
45 Methyl
Chloroformate Liquid C2-H3-CL-O2
79-
22-1
Colorle
ss Strong 94.5 71.4 -81 22.78 6.7 - -
60
mg/kg
[Rat]
44 ppm
4
hour(s)
[Rat].
Flamma
ble
46
O-
Phenylenedia
mine
Solid C6H8N2 95-
54-5
Yellowi
sh-
brown
Not
available 108.14 257 103.5 156 1.5 - -
LD50):
Acute:
510
mg/kg
[Rat]
(LC50):
Acute:
2648.8
ppm 4
hour(s)
[Mouse
]
Irritant
47 Methoxy Acetyl
Chloride Liquid C3H5ClO2
38870
-89-2
Light
yellow
Not
available 108.5
112.0 -
113.0 - 28
Not
availabl
e
Not
availabl
e
-
Oral
2456
mg/kg
- Flamma
ble
48 Ethyl
chloroformate
Liquid ClCO2C2H5
541-
41-3
Colorle
ss to
light
yellow
Irritant. 108.53 94 -81 16
Not
availabl
e
Not
availabl
e
-
(LD50):
Acute:
270
mg/kg
[Rat]
LC50):
Acute:
72.5
ppm 4
hour(s)
Flamma
ble
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 140
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
[Rat]
49
4-
Dimethylamino
pyridine
Solid C7-H10-N2 1122-
58-3 White Odorless 122.17 162 110 110
Not
availabl
e
Not
availabl
e
-
LD50):
Acute:
250
mg/kg
[Rat]
- Combust
ible
50 Propargyl
chloride Liquid C3H3Cl
624-
65-7
Not
availabl
e
Not
available 74.51 57 -77 32
Not
availabl
e
Not
availabl
e
-
Not
availabl
e
Not
availabl
e
Flamma
ble
51 Chloroacetyl
Chloride Liquid C2-H2-Cl2-O
79-
04-9
Colorle
ss to
light
yellow
Pungent 112.95 105 -22
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
208
mg/kg
[Rat].
662
mg/kg
[Rat]
Irritant
52 Sodium
tungstate Solid Na2WO4.2H2O
10213
-10-2
Not
availabl
e
Not
available 329.86
Not
available 692.22
Not
applica
ble
Not
applica
ble
Not
applica
ble
-
Not
availabl
e
Not
availabl
e
Irritant
53 Vanadyl
sulfate Solid VOSO4.xH2O
27774
-13-6
Blue Not
available 163.01
Not
available
Decompos
es
Not
applica
ble
Not
applica
ble
Not
applica
ble
-
ORAL
(LD50):
Acute:
4450
mg/kg
[Rat]
- Irritant
54 Cyanuric
Chloride Liquid C3Cl3N3
108-
77-0
Colorle
ss Strong 184.41 194 150
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
ORAL
(LD50):
Acute:
485
mg/kg
[Rat]
(LC50):
Acute:
2.7
ppm 4
hour(s)
[Mouse
].
Irritant
55
Isopropylamine Liquid C3-H9-N
75-
31-0
Colorle
ss
Ammonia-
like 59.1 33.5 -101 -35 2 10.4 750
ORAL
(LD50):
Acute:
111
mg/kg
[Rat
(LC50):
Acute:
4000
ppm 4
hours
[Rat].
Flamma
ble and
Toxic
56 Monomethyla Liquid CH3 NH2 74- Colorle Fishy 45.09 -6.3 -93.5 0 4.9 20 100 Not 8000 Flamma
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 141
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
mine 89-5 ss ammonia availabl
e
ppm
(Rat)
ble and
Corrosiv
e
57
Benzyltriethyla
mmonium
chloride
Solid C13H22NCl 56-
37-1
Not
availabl
e
Not
available 227.8
Not
available
Decompos
ition
temperatur
e: 185
Not
availabl
e
Not
availabl
e
Not
availabl
e
-
Not
availabl
e
Not
availabl
e
Combust
ible
58 Carbon
tetrachloride Liquid CCl4
56-
23-5
Not
availabl
e
Not
available 153.82 76.54 -23
Not
applica
ble
Not
applica
ble
Not
applica
ble
200
ORAL
(LD50):
Acute:
2350
mg/kg
[Rat]
(LC50):
Acute:
8000
ppm 4
hour(s)
[Rat]
Toxic
59 Acrylonitrile Liquid C3-H3-N 107-
13-1
Clear
Colorle
ss.
Mild
Peach
kernels
53.06 77.3 -82 -1.11 3.1 17 85
ORAL
(LD50):
Acute:
78
mg/kg
[Rat]
(LC50):
Acute:
333
ppm 4
hours
[Rat]
Flamma
ble
60 Isobutelene Liquid C4H8 115-
11-7
Colorle
ss Sweetish 56 -6.9 -140.3 -80 1.8 8.8 - - -
Flamma
ble
61 Chloro Acetic
Acid Solid C2H3ClO2
79-
11-8 white
No data
available 94.5 189 60 126 8 - -
Oral -
Rat
90.4
mg/kg
Rat -
180
mg/m3
Irritant
62
p-
Toluenesulfoni
c Acid
Liquid Not applicable Mixur
e
Clear
Colorle
ss
Not
available
Not
applica
ble
56.2 -95.35 -20 2.6 12.8 -
(LD50):
2840
mg/kg
(Mouse
)
- Flammb
ale
63 Diethyl Ketone Liquid C5H10O 96-
22-0
colorle
ss
Acetone
like 86.13 101.5
Not
available 7
Not
availabl
e
Not
availabl
e
-
Oral -
rat -
2.140
mg/kg
- Flamable
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 142
S.
No
Hazardous
Chemicals State Formula
CAS
Num
ber
Color Odor
Mol.
Wt
(g/mol
e)
Boiling
Point
(°C)
Melting
Point (°C)
Flash
Point
(°C)
LEL % UEL % IDLH
(ppm) LD50 LC50 Hazard
64 Heavy
Aromatics Liquid C10
64742
-94-5 Clear NA NA 190 NA 62 NA NA NA NA NA
Flamma
ble
7.2.4 Scenarios for Simulation
# Full name of the
Raw Material
Hazard
involved
No. and Size of
storage tank/
Cylinder Maximum Operating
Pressure Types of Failure Possible
Consequences
Considered
Nos. Capacity
(KL) each
1. Hexane Flammable 1 15 Atmospheric (1.0
kg/cm2)
2 mm dia hole leak in tank Pool Fire, explosion
Catastrophic Rupture of storage tank Pool Fire, Explosion
2. Dimethylformamide Flammable 1 20 Atmospheric (1.0
kg/cm2)
5 mm dia hole leak in tank Pool Fire, explosion
Catastrophic Rupture of storage tank Pool Fire, Explosion
3. Toluene Flammable
& Toxic 1 10
Atmospheric (1.0
kg/cm2)
2 mm dia hole leak in tank Pool Fire, explosion &
Toxic Dose
Catastrophic Rupture of storage tank Pool Fire, explosion &
Toxic Dose
4. Acetone Toxic 1 10 Atmospheric (1.0
kg/cm2)
2 mm dia hole leak in tank Pool Fire, explosion
Catastrophic Rupture of storage tank Pool Fire, Explosion
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 7 143
7.3 QUALITATIVE RISK ASSESSMENT Many a times risk involved in various processes / process equipments 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 equipments 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
below should be referred in evaluating this 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 considered.
Qualitative Risk Assessment has been carried out for the following areas:
Storage and Handling of Solid chemicals like Sodium metabisulfite, Sodium Carbonate, Thiourea, Cuprous chloride etc.
Storage and Handling of Corrosive chemicals like Sulphuric acid, Hydrochloric acid, Thionyl
Chloride etc.
Storage and Handling of Toxic chemicals like Di methyl sulphate, Dimethyl Formamide, Toulene etc.
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 7.3, is referred in evaluating the
assessment. Risk acceptability criteria given in Table 7.4.
Table 7.3: 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 7.4: 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.
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Storage and Handling of Solid Chemicals like Sodium metabisulfite, Sodium Carbonate, Thiourea, Cuprous chloride etc.
S.
No.
Process Or
Activity
Associated
Hazards
Health &
Safety Impact
(Risk)
Initial Risk
Mitigation Measures
Residual
Risk
Se
ve
rity
Lik
elih
oo
d
Ris
k
Se
ve
rity
Lik
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oo
d
Ris
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1 Handling
Chemical bags
Chemical
Exposure
Skin/Eye/ Lung
irritation. 3 C M
Operators/Workers to be trained for Safe Work Practices.
1 B L
Chemical handling bags to be labeled properly
Availability of Eye wash and Safety shower station nearby
Chemicals shall be stored in an isolated storage rooms having
provision for natural & forced ventilation. Shall be stord in cooled
place and equipment containig material shall be grounded.
Certified Dust respirator shall be used.
Use of suitable protective clothing like apron, Helmet and hand
gloves
Keep away from incompatibles such as oxidizing agents, metals,
moisture.
Sodium Carbonate Donot store above 24°C, Sodium tungstate
Do not store above 25°C
2
Cleaning of
Chemical
Spillage.
Fumes
Inhalation. Severe
irritation to
eyes, skin.
3 C M
Spillage shall be cleaned or neutralized with suitable media.
1 B L Dust
Exposure. Vapor and dust respirator, Dust mask shall be used.
Splashing Suitable protective clothing, gloves, boots shall be used as per
the MSDS.
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Storage and Handling of Corrosive chemicals like Sulphuric acid, Hydrochloric acid, Thionyl Chloride etc.
S.
No.
Process Or
Activity
Associated Health &
Safety
Impact
(Risk)
Initial Risk
Mitigation Measures
Residual
Risk
Hazards
Se
ve
rity
Lik
elih
oo
d
Ris
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Se
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rity
Lik
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Ris
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1 Acids Loading &
Unloading.
Exposure to acid
fumes (due to leakage
in pipe/ container/
valves etc.).
Skin/Eye
irritation.
4 C M
Loading & Unloading activity shall be carried out in
well-ventilated area under chemical engineer
supervision. Training for lifting and chemical
transporting technique from one location to another
location shall be provided
1 B L
Splash over body
Toxic Vapor
inhalation
etc.
Periodic Inspection of flanges/ferrule joints shall be
carried out.
Spillage. Acid burns
Eye wash and Safety shower station shall be at
proximal location.
Neutralization media shall be kept available in areas
where acids are stored/ handled/ used.
PPEs like chemical safety goggles or full face shield,
Rubber or neoprene gloves and additional protection
including impervious boots, apron shall be used.
Respirators shall be used.
2 Working in Storage
Area.
Exposure to acid
fumes.
Severe
irritation to
eyes, skin.
4 C M
Acid proof floorings shall be constructed.
2 B L
Body burns.
In case of spillage, neutralization shall be done
immediately with soda ash/lime or spill shall be
absorbed in sand or by suitable adsorbent.
PPEs like chemical safety goggles or full face shield,
Rubber or neoprene gloves and additional protection
including impervious boots, apron shall be used.
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Respirators shall be used.
Eye wash stations & Safety Shower shall be installed
in near vicinity.
Only trained personnel shall be allowed to work in
this area.
3
Tank
overflow/leakage
from joints etc.
Exposure to acid
fumes.
Severe
irritation to
eyes, skin.
4 B M
Level indicator shall be provided.
2 B L
Provision of adequate Dyke wall.
PPEs like chemical safety goggles or full face shield,
Rubber or neoprene gloves and additional protection
including impervious boots, apron shall be used.
Respirators shall be used.
Eye wash stations & Safety Shower shall be installed
in near vicinity.
Storage and Handling of Toxic chemical like Di methyl sulphate, Dimethyl Formamide, Toulene etc.
S.
No.
Process Or
Activity
Associated Health & Safety
Impact (Risk) Initial Risk
Mitigation Measures
Residual
Risk
Hazards
Se
ve
rity
Lik
elih
oo
d
Ris
k
Se
ve
rity
Lik
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oo
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Ris
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1
Chemical
handling /
Loading &
Unloading
Exposure to fumes (due
to leakage from joints,
corroded lines failure
etc.).
Skin burn.
Eye irritation
Intestine disorder
and respiratory
disorder.
3 C M
Dyke will be provide.
2 B L
Shall be stored in well-ventilated area.
Eye wash station and Safety Shower shall be
installed in nearby location.
Maintenance shall be carried as per schedule.
Employee will be provided with impervious
clothes, gloves, face shield (eight-inch minimum),
respirators, dust and splash proof safety goggles,
chemically resistant safety shoes, etc.
Proper trainings to be provided to the operators/
workers.
SOPs to be prepared and followed the same.
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Spill control procedure is available.
2 Working in
Storage Area
Exposure to fumes due
to spillage.
Severe irritation to
eyes, skin etc.
Internal body burns.
4 C M
PPEs like cartridge face mask, gloves, goggles,
etc. shall be worn by concerned person.
2 B L
Eye wash station or Safety Shower shall be
installed in storage area.
Provision of an automatic leak detection system
for toxic fumes.
Display of Safety warning postures/signs inside
the area.
3 Tank overflow Chemical Exposure Eyes and Skin
irritation. 4 B M
Level indicator shall be installed and the same
shall be checked for its proper operation.
2 B L Dyke wall shall be available to contain the spill.
Periodic inspection to be carried for all the related
accessories of level indicator.
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7.4 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 fire, pool fire, a flash fire or a BLEVE
Explosion
Toxic effects, from toxic materials or toxic combustion products.
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).
Planning
Hazards that can lead to accidents in operations are discussed in this section. Important hazardous events
are classified in Table 7.5.
Table 7.5: 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
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Hazard and Damage Assessment
Toxic, flammable and explosive substances released from sources of storage as a result of failures or
catastrophes, can cause losses in the surrounding area in the form of:
Toxic gas dispersion, resulting in toxic levels in ambient air,
Fires, fireballs, and flash back fires, resulting in a heat wave (radiation), or
Explosions (Vapor Cloud Explosions) resulting in blast waves (overpressure).
Consequences of Fire/Heat Wave
The effect of thermal radiation on people is mainly a function of intensity of radiation and exposure time.
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:
Table 7.6: 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.
16.0 - Severe burns after 5 Sec.
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.
Consequences of Overpressure
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.
Table 7.7: Overpressure Damage
Overpressure
(bar) Damage
0.001 0.002 0.003
Annoying noise (137 dB if of low frequency 10-15 Hz) Loud noise (143 dB, sonic boom glass failure Occasional breaking of large glass windows already under strain
0.007 Breakage of small windows under strain
0.010 0.020
Typical pressure for glass breakage projectile limit; some damage to house ceilings; 10% window glass broken
0.027 Limited minor structural damage
0.034 0.034 to 0.068
Large and small windows usually shattered; occasional damage to window frames
0.048 0.068
Minor damage to house structures Partial demolition of houses, made uninhabitable Corrugated asbestos shattered; corrugated steel or aluminum
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Overpressure
(bar) Damage
0.068 to 0.136
panels, fastenings fail, followed by buckling, wood panels (standard housing) fastenings fail, panels blown in
0.088 0.136
0.136 to 0.204
Steel frame of clad building slightly distorted Partial collapse of walls and roofs of houses Concrete of cinder brick walls, not reinforced, shattered
0.157 Lower limit of serious structural damage
0.170 0.204
0.204 to 0.272
50% destruction of brickwork of houses Heavy machines (3,000 lb) in industrial building suffered little damage; steel frame building distorted and pulled away from foundations. Frameless, self -framing steel panel building demolished; rupture of oil storage tanks
0.272 0.340
Cladding of light industrial buildings ruptured Wooden utility poles snapped; tall hydraulic press (40,000 lb) in building slightly damaged
0.340 to 0.476 0.476
Nearly complete destruction of houses Loaded train wagons overturned
0.476 to 0.544
0.612 0.680
20.414
Brick panels, 8-12 inches thick, not reinforced; heavy machine tools (7,000 lb) moved and badly Loaded trains boxcars completely demolished Probable total destruction of buildings; heavy machines tools (7,000 lb) moved and badly damaged, very heavy machines tools (12,000 lb) survived. Limit of crater lip
Consequences of Toxic Release
The effect of exposure to toxic substance depends upon the duration of exposure and the concentration of
the toxic substance.
Short-term exposures to high concentration give Acute Effects while long term exposures to low
concentrations result in Chronic Effects.
Only acute effects are considered under hazard analysis. Since they are likely credible scenarios. These
effects are:
Irritation (respiratory system skin, eyes)
Narcosis (nervous system)
Asphyxiation (oxygen deficiency)
System damage (blood organs)
Following are some of the common terms used to express toxicity of materials.
Threshold Limit Value (TLV): it is the permitted level of exposure for a given period on a weighted
average basis (usually 8 hrs. for 5 days in a week)
Short Time Exposure Limit (STEL): It is the permitted short term exposure limit usually for a 15
minutes exposure.
Immediately Dangerous to life and health (IDLH): It represents the maximum concentration of a
chemical from which, in the event of respiratory failure, one could escape within 30 minutes without
a respirator and without experiencing any escape/impairing (eg. Severe irritation) or irreversible
health effects.
Lethal Concentration Low (LCLo): It is the lowest concentration of a material in air, other than LC50,
which has been reported to cause a death in human or animals.
Toxic Concentration Low (TCLo): It is the lowest concentration of a material in air, to which humans
or animals have been exposed for any given period of time that has produced a toxic effects in
humans or produced carcinogenic, neoplastigenic or teratogenic effect in humans or animals.
Emergency Response Planning Guidelines 1 (ERPG1): The maximum airborne concentration below
which it is believed that nearly all individuals could be exposed for up to 1 hour (without a respirator)
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without experiencing other than mild transient adverse health effects or without perceiving a clearly
defined objectionable odor.
Emergency Response Planning Guidelines 2 (ERPG2): The maximum airborne concentration below
which it is believed that nearly all individuals could be exposed for up to 1 hour without experiencing
or developing irreversible or other serious health effects or symptoms that could impair their abilities
to take protective action.
Emergency Response Planning Guidelines 3 (ERPG3): The maximum airborne concentration below which
it is believed nearly all individuals could be exposed for up to 1 hour without experiencing or developing life-
threatening health effects.
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
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.
Weather Conditions
Following Weather conditions are selected for consequence analysis
Table 7.8: Weather Condition Selected
Time Remarks Weather Condition
Temperature in °C Wind speed m/s Stability Class
Day Time Prevalent during the day, most
times of the year 29 1.5 D
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Time Remarks Weather Condition
Temperature in °C Wind speed m/s Stability Class
Night Time Prevalent during the night, most
times of the year 23 1.5 F
Monsoon Period
Prevalent during the monsoon months
31 5 D
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, toxicity, 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
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.
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.
Meteorological Paste other tables
Atmospheric Conditions: No Inversion
Ambient Temperature: 35°C has been considered as MCA approach.
Pasquil Stability Classes
Pasquil Stability category D, F & D is considered as conservative approach.
Other assumptions:
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
Leak
Catastrophic Rupture 3. Leak size
2, 5,10 mm hole in tank
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4. Storage conditions
Pressure
Temperature 5. Bund details
Bund height
Bund area 6. Weather condition:
Wind speed
Pasquil stability
Atmospheric temperature
Relative humidity
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).
Selection of Maximum Credible Loss Scenarios (MCLS’)
Following points are considered while selecting the release scenarios:
Flash point for flammable chemicals
IDLH of Toxic chemicals
Operating/ Storage Temperature and Pressure of the material
Total inventory of the material
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.
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Figure 7.1 Plant layout
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7.4.1 Hexane Radiation level effect distance and overpressure effect distance due to the release of Hexane are presented below:
Table 7.9: Effect Distance due to Release of Hexane
Chemical
(Storage Tank) Failure Scenario Consequence Met Data
Effective Distance in meter to
Radiation Level Overpressure Distances in Meters
4 kW/m2 12.5
kW/m2
37.5
kW/m2 0.02 bar 0.13 bar 0.2 bar
Hexane
2 mm Leak Pool Fire, explosion
1.5/F 8.81 5.90 2.99 - - -
1.5/D 7.71 5.29 2.85 - - -
5.0/D 6.67 5.19 3.31 - - -
Catastrophic
Rupture Pool Fire, explosion
1.5/F 20.85 11.95 4.20 97.83 47.56 43.58
1.5/D 21.35 12.17 4.20 110.48 54.63 51.32
5.0/D 23.15 15.39 5.08 125.19 58.71 54.48
The contour for effect distance generated for the release of Hexane is presented below;
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Figure 7.2 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at
weather condition 1.5/F
Figure 7.3: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
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Figure 7.4: Late Explosion effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
7.4.2 Dimethylformamide Radiation level effect distance and overpressure effect distance due to the release of Dimethylformamide
are presented below:
Table 7.10: Effect Distance due to Release of Dimethylformamide
Chemical
(Storage Tank) Failure Scenario Consequence
Met
Data
Effective Distance in meter to
Radiation Level
4 kW/m2 12.5
kW/m2
37.5
kW/m2
Dimethylformamide
5 mm Leak Pool Fire,
Explosion
1.5/F 20.52 12.75 7.53
1.5/D 20.90 12.97 7.63
5.0/D 20.54 13.75 9.33
Catastrophic
Rupture
Pool Fire,
Explosion
1.5/F 20.52 12.75 7.53
1.5/D 20.90 12.97 7.63
5.0/D 20.54 13.75 9.33
The contour for effect distance generated for the release of Hexane is presented below;
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Figure 7.5: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 1.5/D
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7.4.3 Toluene Toxic dose level effect distance due to the release of Toluene is presented below:
Table 7.11: Effect Distance due to Release of Toluene
Chemical
(Storage
Tank)
Failure
Scenario Consequence
Met
Data
Effective Distance in meter
to Radiation Level
Overpressure
Distances in Meters
Effective Distance in meter to
Toxic Level
4
kW/m2
12.5
kW/m2
37.5
kW/m2
0.02
bar
0.13
bar
0.2
bar
EPRG
1
(50
ppm)
EPRG
2
(300
ppm)
EPRG
3
(1000
ppm)
IDLH
(500
ppm)
Toluene
2 mm Leak
Pool Fire,
explosion & Toxic
Dose
1.5/F 12.47 7.94 3.64 - - - 53.15 11.11 2.13 8.21
1.5/D 12.07 7.72 3.59 - - - 21.35 6.12 2.69 5.11
5.0/D 11.16 7.91 4.05 - - - 14.67 4.55 2.66 3.89
Catastrophic
Rupture
Pool Fire,
explosion & Toxic
Dose
1.5/F 17.43 10.41 3.93 37.41 17.09 15.49 178.51 50.33 14.23 41.13
1.5/D 17.79 10.59 3.97 42.90 18.52 16.59 60.44 22.89 12.84 20.79
5.0/D 18.91 12.66 4.87 52.78 20.07 18.57 47.87 24.78 9.07 21.65
The contour for effect distance generated for the release of Toluene is presented below;
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Figure 7.6 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at
weather condition 1.5/F
Figure 7.7: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
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Figure 7.8: Late Explosion effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
Figure 7.9: Toxic effect distance Contour due to 2 mm dia hole in storage tank at weather
condition 1.5/F
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Figure 7.10: Toxic effect distance Contour due to catastrophic rupture of storage tank at
weather condition 1.5/F
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7.4.4 Acetone Toxic dose level effect distance due to the release of Acetone are presented below:
Table 7.12: Effect Distance due to Release of Acetone
Chemical
(Storage Tank) Failure Scenario Consequence Met Data
Effective Distance in meter to
Radiation Level Overpressure Distances in Meters
4 kW/m2 12.5
kW/m2
37.5
kW/m2 0.02 bar 0.13 bar 0.2 bar
Acetone
2 mm Leak Pool Fire, explosion
1.5/F 5.25 3.07 2.76 - - -
1.5/D 4.69 2.79 2.79 - - -
5.0/D 4.30 2.82 NR - - -
Catastrophic
Rupture Pool Fire, explosion
1.5/F 12.30 7.09 2.82 116.43 52.37 47.31
1.5/D 12.54 7.20 2.82 115.26 59.48 55.07
5.0/D 13.45 8.99 2.82 118.62 54.11 50.92
The contour for effect distance generated for the release of Acetone is presented below;
NR-Not Reached
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Figure 7.11 Late Pool Fire effect distance Contour due to 2 mm dia hole in storage tank at
weather condition 1.5/F
Figure 7.12: Late Pool Fire effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
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Figure 7.13: Late Explosion effect distance Contour due to Catastrophic rupture of storage
tank at weather condition 5.0/D
7.4.5 Results of Consequence Analysis
Summary of effect distance (in meter) for worst case scenario of hazardous chemical considered for
consequence analysis are given below:
Chemical/
Scenario
Effect Distance in Meters at specific Weather condition
At Radiation Level 4
kW/m2
At Overpressure 0.02
bar
At IDLH Concentration (in
ppm)
Hexane 23.15 (5.0/D) 125.19 (5.0/D) -
Dimethylformamide 20.90 (1.5/D) - -
Toluene 18.91 (5.0/D) 52.78 (5.0/D) 41.13 (1.5/F)
Acetone 13.45 (5.0/D) 118.62 (5.0/D) -
It can be seen from the above summarized table that the risk of late pool fire in worst case scenario is in
release of Hexane i.e. 23.15 m in 5.0/D weather condition for 4 kW/m2 radiation level which is within plot
boundary.
In worst case scenario the risk of toxic dose in release of Toluene i.e. 41.13 m in 1.5/F weather
condition for maximum IDLH concentration in ppm which is within plot boundary.
Over all Hexane is the most hazardous chemical of the proposed expansion project and its
overpressure effect distance is within 1 kilometer distance which can be controlled by specific mitigation
measure at place.
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7.4.6 Specific mitigation measures for safety at storage area for Hazardous chemicals
Toluene Following mitigation measures will be followed in case of Toulene Leakage:
Evacuate the employees immediately.
Do not direct water at spill or source of leak, stop leak entry in to guttars.
Use Toluene emergency kit to attend the leak.
Absorb with DRY earth, sand or other non-combustible material.
Only trained workers are/will be allowed to work in this area.
In Case of a Large Spill SCBA will be provided to avoid inhalation.
Following Safety Measures will be made available to avoid Emergencies related to Toluene Leakage:
Toluene handling area will be well ventilated.
Toluene Emergency kit shall be kept ready at Toluene shed.
DRY earth, sand or other non-combustible material is/will be provided at shed.
SCBA set is/will be kept ready at Toluene handling area.
Oxygen Cylinder is/will be available.
Safety shower and eye wash station is/will be available in Toluene shed area.
Working of zero static charge generation will be ensured.
Full body protection suite and other PPEs shall be kept ready.
Safe Operating procedures and Emergency Response Procedures will be followed strictly.
Only trained workers and employers shall be allowed to work for tank loading and unloading.
Regular worksite inspection will be carried out.
Jumper setting to inlet and out let pipeline will be provided.
Bund tank will be provided for emergency situation.
Hexane
To provide dump tank, for collection of material during emergency
To provide quartzite bulb (QB) sensor in storage area for fire detection
To provide earthing system to tanks and pipelines.
Based on the risk assessment analysis following precautionary mitigation measures are recommended for
the project.
The installation of all the equipment is/will be as per guidelines of provision of Rajasthan Factories
Rule, 1951.
For any case of fire emergency, standard type of Firefighting equipments and fire extinguishers will
be provided in the storage area as well as required places in the plant.
Smoking will be strictly prohibited inside the plant premises.
Personnel protective equipments meeting OSHA‘s standards will be provide to workers.
First Aid facility and First-aid trained person will be available at the time of chemical handling
operation.
7.5 SAFETY MEASURES FOR TRANSPORTATION, STORAGE AND HANDLING OF CHEMICALS
A. General safety measures for transportation, storage & handling are listed below.
Layout and location of hazardous chemical storage area shall be based on natural and Mechanical ventilation.
Spare barrels of sufficient quantity is/will be kept ready for any emergency spillage or leakage.
Regular inspection of all the drums of hazardous chemicals shall be carried out and damaged drums shall be separated and disposed to avoid the possibility of catastrophic rupture.
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Display Boards shall be provided on all storage drum which include the name of the chemicals, material of construction, Calibration of tanks and date of Painting.
The level indicators shall be placed on all storage drums to know the exact liquid level inside the drum and to avoid the accidental spillage or overflow.
All equipments related to hazardous chemical storage shall be maintained and calibrated regularly.
Drum trolley is/will be used for the movement of drums of hazardous chemicals to avoid accident due to manual error.
SOP for handling hazardous chemicals is/will be displayed in local language for safe operating procedure.
Proper inventory of hazardous chemicals is/will be maintained and buffer stock will be kept as minimum as possible.
Standard procedure for unloading will be in place and will be implemented for safe unloading of road tanker.
Static earthing provision is/will be made for tanker unloading.
Water showering system (Automated sprinkling system) is/will be provided to the flammable liquid storage area, wherever required to avoid the vaporization due to increase in atmosphere temperature.
On‐site detectors for fire based on heat or smoke detection with alarm system is/will be provided as required.
Adequate firefighting system is/will be provided as required along with the fire water tank having capacity 50 KL.
First aids boxes is/will be provided at prominent places in the plant.
Area is/will be declared as ―NO SMOKE ZONE‖.
Specific Safety measures for storage and handling of other chemicals and gas cylinders are
given as follows.
i. Storage and Handling of other Chemicals
It will be labeled properly and stored in a cool, well-ventilated and fire resistant area in a tightly
closed container.
Material Safety Data Sheet is/will be displayed in front of respective chemicals.
Proper training and knowledge is/will be provided to workers for physical and chemical
characteristics of the each chemical they are using.
Proper PPEs is/will be provided to the workers.
Proper firefighting equipments is/will be installed at storage yard and maintenance and calibration
for that equipment will be carried out on regular basis.
ii. Storage and Handling of gas cylinders
Store cylinders upright with valve outlet seals and valve protection caps in place.
Store cylinders in accordance with ISO Standard 11625.
Full and empty cylinders should be segregated and stored separately.
Visually inspect stored cylinders on a routine basis, or at least weekly, for any indication of leakage
or problems
Use of approved regulators for the specific gas.
Move cylinders using a suitable hand truck or cart.
Use a cylinder cage or cradle to lift a cylinder
B. Process Safety Measures Safety measures are the most important aspect of selection of process technology to ensure safety in
production unit. For the safety in production area some important critical safety measures must be provided
within the process technology/equipment itself.
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The details of the general safety measures for process unit are as below;
Process parameters control should be provided vide Standard Operating Procedures.
All reaction vents should be connected to either vapor condensers system or gaseous scrubber
system.
Trained person should be engaged for handling of hazardous materials.
Proper safety precautions should be taken during handling of hazardous materials.
Further all the vessels should be examined periodically by a recognized competent person.
All the vessels and equipments should be well earthed and well protected against Static Electricity.
Also for draining in drums, proper earthing facilities should be provided.
Reaction column pressure and temperature data should be regularly monitored and assessment of
properties of flammable chemicals should be evaluated periodically to avoid fire/explosion
scenarios.
Temperature indicators should be provided near all reactors.
Caution note, safety posters, stickers, periodic training & updation in safety and emergency
preparedness plan must be displayed and conducted.
Total reaction should be carried out in closed jacketed vessel having cooling water supply to control
temperature in case of run-away reaction.
Emergency reactor shutdown system should be implemented.
C. Safety Measures for Drum Storage and Handling
Drums should be stored at designated location or secured in a safety storage cabinet.
Approved methods of equipping a drum and dispensing liquids from it should be followed.
Drums, carboys and related accessories should be inspected on regular basis for maintenance
purpose.
All the vessels and equipments should be earthed properly and protected against static electricity.
Also, proper earthing facilities shall be provided for drums.
Materials should be transferred by pumping through pipeline or by vacuum from drums.
Drums for flammable liquids should have proper closures that can withstand the expected handling
conditions without leaking.
D. Safety Measures for Preventive Maintenance The safety measures in form of the general Do's & Don'ts for safety in process & other plant area are as
below:
Make sure equipment is empty and fluxed with nitrogen and air.
Use of proper PPE will be ensured by safety officer.
Check VOC content for flammable vapours and make sure that no flammable vapour contents.
Keep proper and adequate fire extinguisher near work area.
Check all motors are disconnected and fuse pulled out before maintenance.
Work in any equipment must be conducted in presence of supervisor.
Make sure all process lines are disconnected.
Do not work on equipments without permission from plant head and maintenance head.
Do not allow any employment without pre medical checkup or without checking fitness.
E. Safety Measures for Chemical Fume hood
Verify exhaust system is operating before working in the hood. Monitor the dial to verify continued
operation. Normal operating pressure is 0.1 Pascal.
Procedures which involve the liberation of volatile, flammable or toxic materials must be performed
in a fume hood.
Work well inside the hood: minimally, 6 inches from the face.
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Maintain a sash height as feasible within the guidelines of the inspection for the manipulations
performed.
Do not block the air exit slots at the lower rear of the hood.
Large equipment in the hood creates potentially dangerous zones of turbulence. If this use is
necessary, the hood should be so dedicated and not used for other purposes.
Keep your head outside the fume hood.
Do not overcrowd or clutter the fume hood.
Do not store chemicals in the fume hood.
Additional safety measures in form of the checklist covering Do's & Don'ts of preventive maintenance,
strengthening of HSE, manufacturing utility staff for safety related measures is/will be updated timely and
will be made available to all concern department & personnel.
7.5.1 Safety Precautions system for visitor Visitor card to be provided to each visitor with gate pass & Visitor badge; which will contain the Rules &
Information as below:
ID Badges: ID Badges must be worn and visible at all times. They are to be returned to the reception desk/security gate when leaving the premises.
Mobile phone: Mobile phones with a camera function must not be used on these premises. The use of mobile phones is strictly prohibited in designated areas
Electronic devices: Electronic devices may not be connected to the company network without authorization
Smoking is prohibited: Smoking is prohibited on the company premises. The sale and consumption of tobacco products, alcohol and other narcotic substances is forbidden
Personal protective equipment (PPE): PPE must be worn in many areas of site. For your own safety you must wear the appropriate protective equipment when entering these areas.
Alarm Signal: Obey alarm signals and follow the instructions of the fire safety team. A triggered piezo siren signal indicates a fire system alarm and alerts the fire safety team. However, piezo sirens emitting a continuous tone indicate that you must evacuate the building immediately.
Emergency Call: To report an accident or environmental incident, please call our internal emergency number on XXXX/XXXXXX. Please contact the emergency services; if there is any immediate danger. Emergency personnel will provide further instructions. Manual call points can be used to alert the fire brigade directly in the event of a fire.
Emergency Exit: Please leave the danger zone immediately and warn people at risk. In the event of fire, try to put out the fire with a fire extinguisher, if possible. Escape routes are marked in green on the emergency and evacuation plans displayed inside buildings. In the event of an evacuation, please proceed to the appropriate assembly point.
Assembly Point: Make your way to one of the designated assembly points and await further instructions. Report any missing colleagues to management at the assembly point.
First aid boxes: First aid boxes are provided for treating injuries, and qualified first aiders are on hand during working hours.
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7.6 FIRE FIGHTING SYSTEM / FIRE CONTROL PLAN By looking to the hazardous nature of process and the chemicals that are handled and processed, the
chances of outbreak of fire cannot be totally ignored. Hence to tackle such a situation, company has
developed proposed, well-resourced and adequate fire protection system. The management has proposed
to keep the following extinguishers at site:
Flame detectors, smoke / temperature actuated heat detectors with alarms, automatic sprinkler
system, shall be installed at conspicuous locations as per the requirements.
Company is/will have Fire Water Tank of adequate capacity to combat the emergency, if arise,
RIICO water reservoir shall also be made available, if required.
Working staff is/will be trained to operate Foam, DCP and CO2 extinguishers.
DG set is/will be available as a separate power backup for fire network.
Company has/will do tie up with RIICO Fire Brigade and nearby companies, for handling emergency
situations.
Electric driven alarms and sirens is/will be placed at the conspicuous locations. Hand Bell shall be
used in case of power failure.
Proponent had provided separate entry and exists with adequate margin all around the periphery for
unobstructed easy movement of the emergency vehicle / fire tenders without reversing back.
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Figure 7.14: Fire Hydrant Layout Plan
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7.7 DISASTER MANAGEMENT PLAN (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 will 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.
7.7.1 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.
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.
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
Classification of Emergency:
LEVEL – 1
The incident or emergency which are confinable, controllable within the plant premises, which under normal
circumstances does not affect area outside the said plant battery limit and controlling does not involve /
require external help. This situation is called emergency stand by and affected unit / plant have to handle
emergency
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It may be due to
- Small pipe/valve rupture or similar leakages that do not affect outside premises. - Release of toxic chemicals for short duration. - Small fire in the plant.
LEVEL – 2
When the incident or emergency is not controlled within 10 to 15 minutes or does not come under control
within 10 to 15 minutes, incident controller, site main controller reviews the situation and decides if situation
is Worsening.
It may arise due to -
- Leakage of toxic chemicals for long duration. - Medium scale explosion confined to the factory premises. - Medium scale fire inside the factory premises.
LEVEL – 3
After surveying off-site implications of level – 2 emergencies if there is a likely hood of chemical/material
gas cloud formation and spreading of cloud in down wind direction affecting neighboring population of
industry and villagers and / or in case of following incident IC and SMC are of the opinion that there will be
off-site implications.
It may arise due to -
- Heavy / Profuse leakage of toxic / Flammable gases for a long duration. - Explosion of high magnitude affecting the adjacent area. - Major fire inside the factory premises.
Note: Level-I and Level- II shall normally be grouped as onsite emergency and Level- III as off- site
emergency.
Mode of Emergency:
Man made Natural Calamities Extraneous
Heavy Toxic Leakage/ Spillage
Fire
Explosion
Failure of Critical Control system
Design deficiency
Unsafe acts
In-adequate maintenance
Flood
Earthquake
Cyclone
Outbreak of Disease
Tsunami
Riots/Civil Disorder/Mob Attack
Terrorism
Sabotage
Bomb Threat
War/Hit by missiles
Food Poisoning/Water Poisoning
7.7.2 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.
Table 7.13: On-Site Emergency Planning
# Code of Practice Objective Line of Action
1 In Case of Fire at Factory/Hazardous chemicals storage area/ Diesel/ LDO or storage area.
To deal with Fire efficiently and quickly at different locations in the factory including diesel storage tank and electrical Panel
Any person notices any sign of fire shall start shouting FIRE, FIRE (Aag, Aag) to seek assistance and also immediately take steps to give warning by blowing the siren continuously and take steps to extinguish the fire by using fire extinguishers available near the site of fire
After giving information reach the spot, remove Man & Machinery and take steps to tackle the fire in accordance with the firefighting instructions. Inform at security office to get
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Ambulance if required.
2 In case of Heavy Spillage, Leakage of hazardous chemicals.
To deal with the incidence of hazardous chemicals spillage or leakage efficiently and quickly
Any person who notices any leakage or spillage of hazardous chemicals from storage tank, pipe line or from any equipment should try to warn the nearby persons and report to the shift supervisor without any delay.
The Person should not go near the spill unless he is wearing a proper PPE and has been fully trained to handle the chemicals leaks.
7.7.3 Off-Site Emergency
The Off-site emergency plan: deals with, measures to prevent and control emergencies affecting public and
the environment outside the premises.
Objective
In the effects of the accident or disaster inside the plant is felt outside its premises, it calls for an off-site emergency plan, which would prepared and documented in advance in consultation with the district authorities.
The off-site emergency plan prepared herein will deal with those incidents identified under Level – 3 in the on-site plan, which have the potential to harm persons or the environment outside the boundary of the factory premises.
The most significant risk to outside areas is that associated with a large release flammable and toxic chemicals. Spread of its effected outside the works may require traffic control, evacuation, shelter arrangement.
Off-site emergency plan has been drawn up with a view to mobilize resources and integrate with district contingency plan for an effective system of command and control in combating the emergency.
Thus in brief the two main purpose of the off-site emergency plan are: o To provide the local / district authorities, police, fire brigade, doctors, surrounding industries and the
public, the basic information of risk and environment impact assessment and to appraise them of the consequences and the protection prevention measures and control plans and to seek their help to communicate with the public in case of major emergency
o To assist the district authorities for preparing the off-site emergency plan for the district or particulate area and to organize rehearsal from time to time and initial corrective action based on the lesson learnt.
Structure of the off-site emergency plan:
This off-site emergency plan is/will be integrated properly with the district contingency plan to tackle any kind of emergency. The site main controller is/will keep liaison for this purpose with the district authorities.
External telephone facilities from HPM Chemicals and Fertilizers Ltd. to Local Fire Station, Mutual Aid Members, and Disaster Prevention & Management Centre (DPMC) Tijara is/will be established for quick communication.
The names of the key persons are/will be defined to establish contacts and Co-ordinate the activities with the help of the collectorate and disaster management center in case of major emergency.
An on-site emergency control room has been identified by HPM Chemicals and Fertilizers Ltd, which can be activated / used for emergency control and manned round the clock.
As far as off-site emergencies are concerned, information shall be received first by the police control room, Tijara on telephone next information to local fire brigade on telephone and to DPMC – Tijara. The police / fire brigade control room shall in turn inform DSP, collector.
The safety department and individual plant has already the list of quantities of resources like breathing air sets, rescue masks, fire extinguishers, water resources etc. available with various industries in the vicinity which can be spread under Mutual Aid System to tackle such emergencies after receiving call from them.
The District Superintendent of Police, Alwar District will be in overall charge of security, evacuation and rescue operations at the time of emergency.
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Arrangement made for off- site emergency
Considering distance from district Head Quarters, other nearby external emergency control organization. Following arrangements will be arranged in consultation with DY. DISH, district collectorate, mamlatdar.
Disclosure of information to neighboring organization and population:
HPM CHemicals & Fertilizers Ltd. will prepare booklet and circulate among neighboring organization and population containing hazardous operation and chemicals. First aid, emergency treatment, probable types of emergencies that can arise. Preventive steps will be taken to control emergency. Emergency warning siren code system, to make them aware in advance. HPM CHemicals & Fertilizers Ltd. will carry out group get together, acquaintance round, meeting with neighboring public, population to train, brief the and make them aware about our operation and preparedness.
The same groups along with external emergency control organization were invited during mock drill, rehearsals for training and acquaintance.
Local crisis group:
As per central government notification and DISH office for preparation of offsite emergency plan and
HPM CHemicals & Fertilizers Ltd. will become member of local level crises group, will set up
disaster management center of industrial area using existing available facility of industries in the
area with facility and emergency contact phone numbers.
During emergency with in local group reach in and around industrial area any one can contact DMC
– control room situated in both the factories and manned round the clock will initiate actions and
arrange to organize resource mobilization and communication
Local crisis group consists of:
Chairman : Dy. Collector
Member Secretary : Asst. Directorate – Industrial Safety & Health, Alwar
Member : Factory manager of all industries
Member : Transport contractors
Member : Safety Manager, HPM CHemicals & Fertilizers Ltd.
Member : Police Inspector, HPM CHemicals & Fertilizers Ltd.
Member : TDO, HPM CHemicals & Fertilizers Ltd.
Member : Civil defense inspector, HPM CHemicals & Fertilizers Ltd.
Member : Medical officer, PHC, HPM CHemicals & Fertilizers Ltd.
Member : Press reporter
Member : Community leader, Sarpanch, nearby village
Member : NGO, Lions club, nearby village
Member : Local social worker, nearby village
Local crisis group will prepare local emergency response plan and will submit to Directorate – Industrial Safety & Health, Alwar.
Rehearsal of local off-site emergency response plan will be carried out involving industries nearby as per mutual aid arrangements.
Local crisis group will have to start emergency control action before arrival of and activation of district off site emergency plan and involvement of district crisis group.
Any escalation need of further help will activate full district level off site control room.
All type of emergencies like village fire, chemical accident, natural calamities and industrial accidents will be covered in the scope of local crisis group action plan
District level crisis group:
Under chairmanship of collector district level crisis group will be formulated to aim at:
Update off-site emergency plan regularly
To organize, initiate action for mock drill
To run central control room
To coordinate for training need of all member government officials
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To maintain communication link among members through central control room.
To monitor preparation of industrial organization and adequacy of on-site emergency plan.
Dy. Director – Industrial Safety & Health hold responsibility of member secretary for district level crisis group.
Communication and warning by Disaster Management Center:
When a disaster occurs, the industry affected by the disaster will immediately inform the disaster management center with all available information, the DPMC will act as per the contingency plan and DPMC will also communicate immediately to district Collectorate. The integration of on – site plan with district contingency plan and various functions to be carried out are mentioned in chart OFF – SITE emergency plan as follow:
Figure 7.15: Off-Site Emergency Plan
7.7.4 Structure of Emergency Management System
HPM CHemicals & Fertilizers Ltd. shall develop an Emergency Management Team. The management
structure shall include the following personnel‘s;
Site Main Controllers
Incident Controllers and Deputy Incident Controllers
Key Personnel‘s
Essential Workers
The other elements of Emergency Plan shall be:
Assembly points
Emergency control center
Fire control arrangements
Medical arrangements
Other arrangements
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Figure 7.16: Emergency Organization Chart
A. Role & Responsibility of Emergency Management Team
Site Main Controller (SMC)
Senior most Executives (i.e. Director & Supervisor) of the company shall be nominated as SMC. His task
will be to co-ordinate all internal and external activities from the Emergency Control Centre (ECC) at Main
Security Gate, from where all operations will be directed. He shall:
Immediately on being informed of the emergency and its location, will arrive at the site, review the situation and control further actions.
Direct all Emergency Operations within the approved area with the following priorities:
1. Personnel Safety, 2. Plant, Property and Environment Safety and 3. Minimum loss of production.
Co-ordinate to avail services from external agencies like fire brigade, hospitals etc, if called for, following the declaration of major emergency. If necessary, major installations in the vicinity may also be informed of the situation.
Exercise direct operational control of the unaffected section of the plant.
In consultation with the advisory team, expedite the shutting down of loading / unloading operations of tankers and if necessary, instruct the supervisor / security personnel to evacuate tankers.
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Ensure that all employees are evacuated from the affected area and the casualties, if any, are given necessary medical attention. Instruct P & A Assistant / Security for rushing casualties to hospitals if required.
Liaise with fire and police officials, pollution control board officials and other statutory bodies and advise them of all possible consequence effects outside the premises.
Arrange for relief of personnel when emergency is prolonged.
Issue authorized statement or press release to the news – media.
Ensure preservation of evidence for enquiries to be conducted by statutory authorities.
Authorize the sounding of ―All Clear‖ and ―Evacuation Siren‖.
Arrange for obtaining the head – count of all personnel within the premises and cross-checking with the data from records available for no. of persons within the premises.
Nominate a person from advisory team, to maintain chronological log of event during the entire period of emergency.
Role of Incident Controller (IC) and Deputy Incident Controller (DIC):
Respective Shift In-charge of the Plant (Site) & Department holds the responsibility of the Incident
Controller, if the incident is in their plant/area. Two Production officers in each shift will be identified as
Deputy Incident Controllers.
His primary duties shall be to take charge at the scene of the incident. In the initial stage he may be
required to take decisions involving the operation of the other plants or to stop or continue any process and
to take technical decisions to control the incident. The deputy incident controller will take the charge of
incident controller, if he is not available due to any reason. They will be always available in each shift and
can take charge of the incident.
Responsibilities/Duties of Incident Controller and Deputy Incident Controller:
He shall take charge at the scene of incident.
He shall immediately assess the gravity of risk and alert panel and field operators to start controlling their respective section.
if the emergency is minor, try to prevent by using internal resources like fire extinguishers in case of fire, and cover the spillage by sand in case of liquid spillage.
He will work under the direction of the SMC, but till his arrival he may have to execute following responsibilities.
o He will ensure that all the Key Personnel are called. o Direct for evacuation of plant and areas likely to be affected by the emergency. o He shall communicate to the SMC the type of outside help needed. o He shall direct all emergency operations within the affected area with the following priorities. o Personnel safety, including of surrounding community. o Minimum damage to Plant, Property and Environment. o Appropriate actions to minimize loss of Production and Material. o Give information to the head of firefighting and rescue team and other emergency services. o Depending on the incident, instruct partial or total shut down, isolations, depressurization,
Nitrogen purging, firefighting and rescue operations. o Instruct upstream/downstream units to take emergency shutdown /cutting off supply and other
appropriate actions and emergency evacuation help etc. o Direct for search of casualties. o Evacuate non-essential workers/visitors/contractors to safe assembly points. o Brief site main controller and keep him informed about the developments. o Preserve evidences. This will be necessary for investigation for cause and concluding preventive
measures.
Key Personnel
Senior officers of various departments like Fire, Security, Safety, Administration, Engineering, Project,
Production, Transport, Pollution control, Technical Services and Stores shall be nominated as Key
Personnel in their respective fields. As necessary, they shall decides the actions needed to shutdown
plants, evacuate personnel, carryout emergency engineering work, arrange for supplies of equipment‘s,
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utilities, carryout environment monitoring, provide catering facilities, liaise with police, fire brigade and other
local authorities, relative of casualties, hospital, press & neighboring industries, action at assembly points,
outside shelters and mutual aid center under the direction of the SMC. All the key personnel and other
called in so to assist, shall report to the ECC. They shall be available at any time on duty or on call or on
holidays.
The responsibilities and duties of key personnel are as follows:
Production Manager
To keep in touch with IC & SMC in assessing/ controlling the emergency.
To guide essential personnel team.
To guide personnel for safe close down of the plant.
To guide transport for safe shifting of materials from one place to other.
To guide mutual aids services and the teams.
To keep informed the SMC about developments.
To make arrangement like emergency light, water etc.
To assess the emergency & evacuate the neighboring factory workers and neighboring population through SMC.
To inform the effect of emergency and steps to be taken to avoid the effects of a radiation etc.
Safety Manager
To assist incident controller in controlling emergency.
To help site main controller in communication.
To provide necessary equipment like FFE (Firefighting Equipments), PPE & RPE.
To guide transport for safe shifting of materials from one place to other.
To guide mutual aids services and the teams.
To keep informed the site main controller about developments.
To make arrangement like emergency light, water etc.
To assess the emergency & evacuate the neighboring factory workers and neighboring population through SMC.
To inform the effect of emergency and steps to be taken to avoid the effects of a Fire etc.
Security officer
To help incident controller & site main controller at the time of emergency.
To cordon the area and inform incident controller or site main controller about the development of emergency.
To fight the fire with available internal FFE.
To make arrangement for evacuating workers from the place of accident and guide non- essential workers towards company assembly point.
To carry out head counting at assembly point & search of missing persons.
To ensure that the roadway to plant is clear for emergency vehicles. Obtain assistance to keep roadway clear and to stop non-emergency traffic from entering.
To direct their personnel (Response force & Task force) for evacuation of non-essential workers & Crowd control.
To liaise with mutual aid services for their help and guide to them.
To blow emergency siren & all clear siren on receiving message from IC/SMC through telephone office.
Factory Medical Officer
To take charge of Occupational Health Centre.
To provide treatment/ first aid to the affected persons and if necessary, send them to hospitals for further treatment.
To keep liaison with hospitals and inform them about the type of emergency help required as per discussion with Site main control.
Arrangement for adequate stock of antidotes, lifesaving drugs and special medicines.
To keep the record of persons given first aid/ treatment and send them to hospitals with their name.
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To keep ready the list of blood groupings.
To inform site main controller about the developing situation.
To guide/instruct first aider, first aid and rescue team in case of any emergency.
To keep ready the list of first aider.
To identify of all the hospitals for facilities to render medical aid to victims of exposure to dangerous chemical substances, burns and other specific injuries. (State authorities, local authorities, ESICS, Private, Railways/Voluntary institutions, trusts etc.) and report to SMC
To keep provisions of buffer stock of essential medicines like intravenous fluids, dressing materials, splints, oxygen cylinders, suction apparatus etc. Keeping in view the large number of third degree burns, heat radiation.
General Manager-IR
To assist site main controller and incident controller in controlling emergency.
To guide mutual aids services and the teams.
To keep informed the site main controller about developments.
To make arrangement like emergency light, water, etc.
To arrange external help like Medical, Fire, etc
To assess the emergency and evacuate the neighboring factory workers and neighboring population through SMC.
To inform the effect of emergency and steps to be taken to avoid the effects of a Fire etc.
To deal with external communication like media and external agencies
Adjacent Plant In-charge
To assist site main controller and incident controller in controlling emergency
To help site main controller in communication.
To guide mutual aids services and the teams.
To keep informed the site main controller about developments. Telephone Operator
He will guide all visitors of admin building to move at assembly point.
Essential Workers (EW)
Essential Workers shall be those who shall be trained in Fire Fighting and First Aid. One Supervisor and
two helpers from each shift will be identified as EW‘s & shall supposed to report at EMERGENCY SITE to
take instructions from IC or DyIC. IC/ DyIC work instructions will include:
To rush at the site for help with fully equipped i.e. firefighting equipment, SCBA sets, etc.
To decide line of action in consultation with incident controller and Key personnel and take appropriate measures to extinguish the fire and to control spillage.
Firefighting and spill control till a Fire Brigade takes the charge.
To help the Fire Brigade and mutual aid teams, if it is required.
Shutting down plant and making it safe.
Emergency engineering work e.g. isolating equipment, material process, providing temporary by-pass lines, safe transfer of materials, urgent repairing or replacement, electrical work, etc.
Provision of emergency power, water, lighting, instruments, equipments, materials, etc.
Movement of equipment, special vehicle and transport to or from the scene of the accident.
Search, evacuation, rescue and welfare.
The injured will be given First Aid.
To help and assist Factory Medical officer.
Moving tankers or other vehicles from area of risk.
Carrying out atmospheric test and pollution control.
Manning of assembly points to record the arrival of evacuated personnel. Manning for outside shelters and welfare of evacuated persons there.
Assistance at causalities reception areas to record details of causalities.
Assistance at communication centers to handle outgoing and incoming calls and to act as messengers if necessary.
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Manning of works entrances in liaison with the police to direct emergency vehicles entering the work, to control traffic leaving the works and to turn away or make alternative safe arrangements for visitors, contractors and other traffic arriving at the works.
Informing surrounding factories and the public as well as directed by the Site Main Controller.
Any special help required.
Other Elements of DMP
Assembly Point:
In affected and vulnerable plants, all nonessential workers (who are not assigned any emergency duty) will
be evacuated from the area and they shall report to specified assembly points. Assembly Points shall be
located at a safe place, well away from area of risk and least affected by the down wind direction.
To ensure that workers will not have to approach the affected area to reach the assembly points, proper
location and numbers will be marked at assembly points. Each assembly point shall be manned by a
nominated person to record the names and dept. At each assembly point, duties of assembly point In-
charge will also be displayed in brief. Before reaching an assembly point or subsequently, if it is required to
pass through an affected area or due to presence of toxic substances, suitable PPE's including respirators,
helmet etc., shall be issued and made available with workers.
Proposed Emergency assembly point number 01 is in front of liquid packing section (EC1) and emergency
assembly point number 02 is in the east south corner of factory near herbicide packing section.
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. Safe and easily approachable room has been earmarked/identified as the
Emergency Control Room.
Telephone and other facilities required with necessary documents shall be displayed in ECC for ready
reference. Designated trained personnel will operate ECC. In case of Major Emergency, the Site Main
Controller will operate from ECC.
The ECC center is/will be equipped with the following facilities.
Internal and external telephone including STD facility
Telephone directory/ Telephone nos. of mutual aid centers
First Aid
Muster roll of workers
Identity card register
Layout plan of the factory showing the location of hazardous materials, assembly point, first aid centers etc.
Map of surrounding area with fire extinguishers location
M.S.D.S
Copy of ON SITE OFF SITE PLAN
Stationeries like- note book, pen, pencils etc.
S.B. Apparatus
List of Government Agencies /Local press agencies with phone no.
Sand Buckets & Hydrant Network
Adequate numbers of PPE's
Fire Control Arrangements (Fire Fighting, Gas Leak Control and Rescue Operation)
Fire is classified in following three classes. The appropriate fire extinguishers are used to extinguish the
different class of fire.
Class A: General Fire - Cotton Waste, Paper, Rubbish and Scrap: water, ABC powder type
Class B: liquid Fire - All solvents, Resin, Paints, LDO, HSD: Mechanical foam, ABC type
Class C: Gaseous /Electrical fire - Gaseous fire & panels etc.: CO2, DCP/ABC
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Sufficient number of fire hydrant valves and riser valves will be arranged to fulfill fire extinguishing need of
the plant. Apart from this, fire extinguishers will be kept at various locations inside plant and those will be
hydrostatically tested and refilled at intervals as specified by statutory body.
Code No. Capacity Type Locations
1. 9 Ltr. A Packing Material Store
2. 9 Ltr. A Liquid Packing Unit(EC2)
3. 9 Ltr. AB Liquid Formulation Unit(EC1)
4. 9 Ltr. AB Liquid Formulation Unit(EC1)
5. 50 Ltr. AB Solvent Yard
6. 50 Ltr. AB Solvent Yard
7. 50 Ltr. AB Solvent Yard
8. 50 Ltr. AB C-box Plant
9. 9 Ltr. AB C-box Plant
10. 9 Ltr. AB WDG Formulation Unit
11. 9 Ltr. AB WDG Formulation Unit
12. 2 kg CO2 Carbofuran formulation Unit
13. 4 kg CO2 Phorate Formulation Unit
14. 2 kg CO2 Phorate Formulation Unit
15. 5 kg DCP Carbofuran formulation Unit
16. 5 kg DCP Carbofuran formulation Unit
17. 5 kg DCP Carbofuran formulation Unit
18. 5 kg DCP WDP/Phorate packing
19. 5 kg ABC Carbofuran formulation Unit
20. 5 kg ABC WDG Formulation Unit
21. 5 kg ABC WDG Formulation Unit
22. 5 kg ABC Phorate Formulation Unit
23. 5 kg ABC Phorate Formulation Unit
24. 5 kg ABC Phorate Formulation Unit
25. 5 kg ABC Packing Material Store
26. 5 kg ABC Raw Material Store
27. 5 kg ABC Raw Material Store
28. 5 kg ABC Raw Material Store
29. 5 kg ABC Raw Material Store
30. 5 kg ABC Raw Material Store
31. 5 kg ABC Canteen
32. 5 kg ABC OCB Penel Room
33. 5 kg ABC Meter Room
34. 5 kg ABC Main Gate
35. 5 kg ABC Recepetion
36. 5 kg ABC Recepetion
37. 2 kg ABC Q.A. Department
38. 2 kg ABC Q.A. Department
39. 2 kg ABC Q.A. Department
40. 5 kg ABC Liquid Formulation Unit(EC1)
41. 5 kg ABC Liquid Formulation Unit(EC1)
42. 5 kg ABC Liquid Packing Unit(EC2)
43. 5 kg ABC Liquid Packing Unit(EC2)
44. 5 kg ABC Liquid Packing Unit(EC2)
45. 5 kg ABC Liquid Packing Unit(EC2)
46. 5 kg ABC WDP/Phorate packing
47. 5 kg ABC WDP/Phorate packing
48. 5 kg CO2 WDP/Phorate packing
49. 5 kg ABC Recepetion
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Fire drill is/will be carried out periodically by all the security guards apart from safety persons to keep them
ready fortnightly. Sufficient amount of firefighting water will always be stored in storage tank for firefighting
works. In case of power failure, diesel driven fire engine pump has arranged to generate the power for
emergency lighting and to run water pump.
Sufficient number of fire hydrant valves and riser valves will be arranged to fulfill fire extinguishing need of
the plant. Apart from this, fire extinguishers will be kept at various locations inside plant and those will be
hydrostatically tested and refilled at intervals as specified by statutory body.
Role of Manager (Fire and Safety)/Shift In-Charge (Fire & Safety)
1. Incident Controller shall direct the firefighting and Emergency operation. His duties include… 2. Keep the constant touch with the SMC/In-charge - EHS. 3. Direct the crew members to the scene of emergency and arrange replenishment of Manpower/
equipment/ extinguishing media etc.
Role of EHS Representative:
1. On being notified about the location of fire/ gas leakage, he shall immediately proceeds to the help. 2. Decides his line of action in consultation with Incident controller and takes appropriate measures to
handle the emergency. 3. Shall assess the severity of the incident & shall immediately report to emergency controller about the
gravity of the situation. 4. He shall also assess the extra requirement required if any, from the neighboring industry.
Fire crew members
1. On hearing fire alarm & emergency siren, they shall immediately reports to control room and proceed to the scene of emergency and work under the direction of IC/ Dy IC.
2. The personnel availability at the scene of incident shall be made optimize.
Emergency Squad Members
1. On hearing Emergency Siren, they shall immediately reports to site main controller, safety in charge or incident controller.
2. They shall combat the emergency situation as per the direction of site main controller, safety in charge or incident controller.
3. They will help for safe evacuation.
Medical Services
The roles of Medical officers are as follows;
1. He will report immediately to the SMC/IC. 2. He will render necessary treatment, at Occupational Health Center. 3. He will arrange for Hospitalization and Treatment at outside hospitals, if required. 4. He will mobilize in getting the services of External medical agencies, other Para –medical services etc.
and transportation services etc. 5. He will arrange for extra medical assistance/antidotes, from out, if required. 6. He will arrange for first-aid trained volunteers for necessary help. 7. He will liaise with the Government Health Authorities for treatment of the affected persons nearby.
Role of Security In-Charge (Security Officer)
1. On hearing the emergency siren, he shall find out the location of the incident (fire / gas leak / spill / explosion) and inform the location of the same to the key personnel coming to the plant.
2. He will depute the security guards for managing gates and traffic control at the incident site & send remaining guards to the site of incident.
3. He will prevent unauthorized entry in to the site 4. He will render assistance as demanded by the safety in-charge. 5. He will mobilize additional security force for help, if required. 6. He will direct ambulance(s) and emergency vehicle(s) to the scene of incident.
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7. He will help evacuate persons within the scene of incident. 8. As directed by the site main controller, he may be required to address the public of surrounding villages
for warning / evacuation.
Role of Mutual-Aid Members
1. Company will have Mutual Aid with various nearby factories. 2. On receiving the call, they shall proceed immediately with fire squad & fire tenders. 3. They will be guided to the place of the incident by the main gate security guard. 4. The fire squad in-charge will report to the safety in-charge of the unit in which the incident has occurred.
Other Arrangements
Other arrangements include external transport (transport center), heavy vehicles, lift/cranes, generator sets
to supply emergency power, environment monitoring equipment, special instruments/equipment‘s, rescue
items etc. shall be made available (if required) from nearby Industries /locations, when available resources
do not meet the requirements.
Standard Operating Procedure (Shall Be Followed During Emergency)
1. As soon as emergency alarm is heard, all essential workers shall report to IC or SMC. 2. They shall carefully listen to the instructions given by IC or SMC 3. According to the type of emergency/accident, they shall get equipped with PPE/Firefighting equipment
and devices. 4. The runner among the workers shall inform SMC/IC and key personnel if they are not at site. 5. The messenger amongst the workers shall deliver messages to nearby units as per the instructions of
SMC/IC. 6. The in-charge of medical arrangements shall prepare first-aid and other required facilities for the
injured. 7. The other essential workers shall try to control the emergency as per the instructions given to IC. 8. IC would keep SMC informed about the status of control measures being taken at the site and ask for
other requirements eg. Mutual aid, equipment etc. if he find necessary. 9. SMC would co-ordinate with outside agencies regarding control measures being taken, need for
external help, evacuation, medical treatment etc.
Security system
1. A premise is covered by fully fencing and Main gate is secured by guard for 24 hours. 2. All transport vehicles are checked at the gate for driver licenses, MSDS, Emergency Information Panel
and for any unwanted / undesired threat material etc. 3. Security staff takes round throughout the factory for security of plant & others. 4. CCTV camera installed at all critical locations. Communication System
Communication System is a Crucial Factor while handling emergency. Company has quick & effective
Communication System through which, any situation, which can lead to emergency, can be informed or
known to…
1. All persons working inside the plant. 2. Key Personnel outside during normal working hours & during off-duty hours. 3. Outside emergency services, Statutory and Local Authorities & 4. Neighboring facilities and public leaving in vicinity.
Each and every section, Plant & Department of the Factory will be connected by internal telephones with
SMC, Supervisor or IC‘s. External Phone at Office and Residence and Mobile shall also be made available
with Key Personnel and top executive of the factory. The Communication System shall begin with raising
the alarm declaring the emergency, Telephone messages and Procedure to communicate the emergency
to other persons & General Public.
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Raising the Alarm
As soon as incident takes place inside the factory and is noticed by someone, the first step shall be to raise
the nearest manual emergency bell to alert the nearby people. Next, he/she shall inform the security
persons to raise the emergency siren located at the factory gate. The security personnel sound the siren.
The alarm sound informs the I.C and the S.M.C that an emergency has been created and emergency
organization plan to be activated. The I.C. rushes to the site and shall takes charge of the scene.
Telephone Message
A Telephone operator who is precise, sharp, attentive and quick in receiving and noting the message and
subsequently effective in further Communication, shall be appointed. A form to record emergency
telephone calls will be available with telephone operator or Person available in Emergency Control Center,
who shall record such calls during emergency. Telephonic messages shall be given out by the telephone
operator to Site main Controller and key personnel as per the instructions of the Incident Controller.
Telephonic messages will also be given to authorities and external agencies to describe the type of
emergency. All details of emergency will be collected/ delivered according to this format, available with the
telephone operator.
Emergency Time Activities
The probable emergency situation that can arise in the unit and the corresponding control actions as
described below shall be followed:
Type of Emergency Whom to Call Directions/Procedures
Medical Emergencies Factory Security 36 or 9694096386 (24 hrs)
Campus security will assist, contact EMS and direct them to your location. EASC and ENSC technologists are trained in First Aid.
Fire Pull fire alarm (located near the main gate) Call 101.
Proceed to the nearest stairwell. DO NOT use elevators or stairwell by elevators. Once outside move away from the exit and do not reenter unless instructed to do so.
Chemical Spill Factory Security 36 or 9694096386 (24 hrs)
Environmental Health and Safety will arrange for help with spill cleanup or provide advice on proper clean up procedures as per the operating procedures and MSDS of chemicals.
Emergency Services
S. No. Description Contact Number
1. Fire Service 101, 01493-222700, 512101
2. Police 100, 01493-250015
3. Commissioner Police 0141-2606377
4. S.P. Alwar (Superintendent of Police) 0144-2337453, 2337838
5. Ambulance Service 01493-221700, 220377 ,108
6. Personal Service 01493-223940 (Apex Fire)
7. Ambulance Helpline 01493-221117,108
8. Electricity Company 01493-250020, 09414706464
9. Water company 01493-220811, 220728
10. Telephone 01493-220001, 220003
11. Taxi Service 01493-221185
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Safety Awareness among the workers
Details of training and periodic retraining programs for the personnel of safety and fire department
Security guards who act as firemen during fire emergency are trained, retrained and refreshed on regular
basis. Safety professional is sent for external training and some training program also conducted at works
site by external experts of the field.
Details of Training and retraining programs for the workers
Training programs on safety aspects with special attention to firefighting are regular feature of company.
Plant organizes 3-4 sessions every month on safety aspects and cover good number of workmen in these
programs.
All these training programs would at least include the following:
Lectures
Seminars and workshop
Practical Exercises
Distribution and practice safety instructions
Safety quiz contests/competitions for individual as also for groups
Display of safety posters and safety slogans at convenient and conspicuous places.
Explanation of instructions (in the language easily understood by workers) about the possible
hazards involved in handling of chemicals ad methods to deal with such hazards failing which
possible emergency situation are likely to arise.
Developing safety instructions for every job and ensuring practice to these instructions/ booklets or
manuals by workers.
Educating workers about the
Physical and health hazards arising out from the exposure of handling substance
Measures taken to ensure safety and control physical and health hazards.
Measures to be taken by workers to ensure safe handling, loading and unloading.
Storage and transportation of hazardous substances
Meaning of various labels and marking used on containers of hazardous substances and to whom
to report
Measures to be taken in case of any spillage or leakage.
7.8 OCCUPATIONAL HEALTH & SAFETY PROGRAMME
HPM CHemicals & Fertilizers Ltd. has/will prepare the Occupational Health Surveillance Programme which
shall be followed right from the project construction & erection phase and the same shall be updated for the
upcoming new facility, if required.
The details of the same are described in the following sections.
7.8.1 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.
7.8.2 Hospital Facilities /Factory Medical Officer & OHC
Company has/will make formal agreements with nearby hospitals having facilities to attend fire and toxic effect cases, emergency cases, attending the affected persons in the emergency arising out of accidents, if any, etc.
A qualified doctor is/will be appointed as FMO on retainer ship basis. Apart from him, required medical facilities applicable as per Factories Act shall also be made available.
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All types of first aid related accessories, Medicines & Antidotes as prescribed by FMO, etc. shall be made available at conspicuous locations.
7.8.3 Ambulance Van & First Aid Box
An Emergency Vehicle shall be made available round the clock to be used as an Ambulance during
emergency.
First Aid Boxes is/will be made available at Security gate, emergency room, ETP and process plants.
Training is/will be given to employees for First Aid.
7.8.4 Plan for Periodic Medical Checkup
Periodic Medical Examination should be conducted as per the following schedule;
Workers employed should be 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, every six months (blood & physical examination) as per Gujarat Factories Rules, to
ascertain physical fitness of the person to do the particular job;
7.8.5 Details of Occupational Health Impacts and Safety Hazards
Occupational Hazards Identification Occupational Health Impacts
Exposure to Toxic & Corrosive Chemicals Toxication, Irritation,
Exposure to Chemical Dust, Spillage/ leakage, Overflow
Severe irritation to eyes & skin, Respiratory disorder, Fatality, etc.
Slip/trip, fall, electric shock, etc. Body Injury, Burns, Skin sensitization, Fall Injury, Electrocution, Damage to nearby equipment‘s, 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) will
also be provided to the required personnel. List of PPE‘s given below.
Table 7.14 List of PPE’s
S. No Personal Protective Equipments (PPE’s) Numbers
1. Safety Shoes 169
2. Safety goggles 169
3. Dust masks 169
4. Cartridge Masks 40
5. Hand gloves (Rubber, cotton, etc.) 169
6. Refractive Jacket 20
7. Ear Plugs 169
8. Ear Muffs 169
9. Safety helmet 169
10. Others (PVC apron, SCBA Set, PVC pressure suit) As per requirement
7.8.6 Details of Work Place Ambient Air Quality Monitoring Plan
Work zone monitoring will be carried out by independent competent third party every month. Records will
be kept as per Gujarat Factories Rules. Location for samplings shall be identified. Ambient Air & Noise
Monitoring shall be done as per GPCB Consent to operate requirements. Following information will be
incorporated in the format for maintaining records of work zone monitoring:
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Location/ Operation monitored
Identified contaminant
Sampling instrument used
Number of Samples
Range of contaminant concentration as measured in sample.
Average concentration
TWA concentration of contaminant (As given in Second Schedule of Factories Act).
Reference method used for analysis.
Number of workers exposed at the location being monitored.
Signature of the person taking samples.
Other relevant details.
7.8.7 Monitoring of The Occupational Injury & It’s Impact on Workers
Following action plan is/will be prepared & followed to monitor the occupational injury to workers:
Each workplace is/will be evaluated for the existing work conditions.
Unsafe Act & Unsafe Practices is/will be identified.
Unsafe equipment‘s, unsafe areas, etc. is/will be identified.
Area will be checked for proper Ventilation and Illumination.
Air-borne concentration of toxic chemicals is/will be measured and records will be kept.
Evaluation of training & on the job work. Impact of the above mentioned unsafe conditions on workers will be studied and remedial measures for the
same will be adopted.
7.8.8 Safety Trainings & Mock Drills
Safety trainings (on Safe Material Handling, First Aid, & all Safety Aspects) shall be provided every 15
days by the Safety Officers with the assistance of faculty members called from other Professional Safety
Institutions and Universities. In addition to regular employees, limited contractor labors will also be given
safety training. To create safety awareness, safety films shall be shown to workers and leaflets shall be
distributed.
Mock Drills
To evaluate the effectiveness of emergency preparedness and to spread the awareness among employees
mock drill will be carried out at the interval of every six months.
After completion of the mock drill, summary report shall be made and corrections will be done if any
weakness has been observed.
Frequency of Mock Drills
On-site emergency: Once every 6 months
Off-site emergency: Once every year
7.9 SUMMARY The expansion project falls in the notified induatrial area of RIIICO notified in the year 1994 vide gazette
notification no. 4/6/Udyog/1/90 dtd. 26th August 1994. As per Office Memorandum No. J-11011/321/2016-
IA.II(I) dtd 27th April 2018; the public consultation (PH) is not applicable to this project. Risk assessment
study has been conducted on hazardous chemiclas stored at project site. Qualitative risk assessment study
has been done for the solid, corrosive and toxic chemicals which are stored in drums and bags. Quantitave
risk assessment study has been done on flammable and toxic chemicals which are stored in storage tanks
at project site. Major hazardous chemicals stored at site are Hexane, Dimethylformamide, Toluene and
Acetone on which worst case scenario has been considered. Quantitative risk study had concluded that the
hexane is the most hazardous chemical as its overpressure effect distance is within 1 km distance which
can be controlled by specific mitigation measure at place. Disaster Management Plan has been prepared
by linking it to district disaster management plan.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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8 PROJECT BENEFITS
GENERAL This chapter gives information on direct and indirect benefits to the environment, nation and proponent. The
expansion project is economically and technically workable because it will fulfill the peak demand time of
the local season.
8.1 PHYSICAL BENEFITES Infrastructure: HPM Chemicals and Fertilizers Ltd. will take initiave and develop community assets
(infrastructure) like drinking water facility, Rain water harvesting programme, educational facilities etc. as a
part of Corporate Environment Responsibility (CER). HPM had already invested in sanitation programme in
the year 2017-18.
8.2 SOCIAL BENEFITS Employment Potential: Local people will be benefited direct and indirectly during construction and
operation phase. It is envisaged that 30-40 Nos. of skilled and semiskilled labour will be employed during
construction phase and additionally 30 Nos. of technical/nontechnical and labour based on their knowledge
and skill will be employed during the operational phase. In addition to this there will be indirect business
opportunities (refreshment shop, cycle/motorcycle repair shop etc.) for local people.
Upliftment of local peoples: Unit has already allotted budget (Rs.2.50 Lakhs) for scientific support and
awareness to local farmers to increase yield of crop within study area under CER plan which will have
positive impact. The local people within nearby villages will benefit through skill development and rain water
harvesting which to be provided by proponent.
8.3 ECOLOGICAL BENEFITS HPM had done plantation in local area in the 2017-18 along the roadside, gardens etc. Proposed green belt
area 2086.32 m2 will provide aesthetic view and habitat for the local avifauna.
8.4 FINANCIAL BENEFITS
Expansion project will gain income and upsurge the turnover of HPM Chemicals and Fertilizers Ltd.
8.5 OTHER TANGIBLE BENEFITS
The expansion project will reduce the import rate of Pesticide and Pesticide Intermediate, etc.
Activites under CER plan will be decrease unemployment ratio and have upliftment of socioeconomic
condition of surrounding area.
Will decrease the dependency on foreign country for the use of pesticide products.
8.6 CORPORATE SOCIAL RESPONSIBILITY HPM Chemicals and Fertilizers Ltd. has committed towards upliftment of community. Their CSR vision is to
carry activities based on the social need assessment, EMP etc.
HPM Chemicals and Fertilizers Ltd. has spent Rs. 20.83 Lakhs for FY 2016-17, Rs. 40.89 Lakhs for FY
2017-18 towards various CSR activities in the field of education, sports, plantation, social development and
sanitation. Various activities have been undertaken by HPM Chemicals and Fertilizers Ltd. in past years are
as follows:
Table 8.1 Expenditure on CSR activity and expenditure in past years
S.No. CSR Activity Expenditure Amount
Year-17-18 Expenditure Amount
Year-16-17
1.
Education
Scholl Uniform /Swetters To Student For Winter /Shoose/Books/Staitionary Items/
2,179,035.00 2,083 760.55
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Awards For Top Three Rank Students
2.
Sports
Role ball championship
Arm wrestlingchampionship
3,18,454.00 --
3. Plantation 13,24,410.00 --
4.
Social welfare
Samuhik vivahe
Wheel chair distribution
Girl adoption
Save eyesave life
2,32,500.00 --
5. Sanitation 35,000.00 --
6. Total expenditure 4,089,399.00 2,083 760.55
Various need base CSR activities will be carried our after expansion project in line with existing CSR plan.
Photograph of CSR activities done by project proponent is given in figure: 8.1.
Tree Plantation activity
Samuhik Vivaha and Wheel chair distribution
Figure: 8.1 Photograph of existing CSR activities
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 8 191
8.7 AWARDS AND RECOGNITION HPM Chemicals & Fertilizers Ltd. had received the following awards till date they are as follows:
Prestigious Brands Rising Award 2018 Asia One 2018
International Achievers Award 2018 Udyog Bharati Award
National Quality Excellence Award India 500 best MSME Awards
National Award for Excellence in CSR &
Sustainbility Business Sphere Award
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Globe Premium Award WCRC Award
8.8 SUMMARY Expansion project will give major physical, social benefit and ecological due to development of
infrastructure, generation of employment and by plantation. Expansion project would help in increasing
living standard of the nearly populations/ habitants through CER program. Will upsurge the turnover of the
company and dependency on foreign company for the pesticide products.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 9 193
9 ENVIRONMENTAL COST BENEFIT ANALYSIS
GENERAL 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.
9.1 APPLICABILITY OF CBA AND SUMMARY During the scoping/ToR stage, no recommendation of environmental cost benefit analysis was suggested
by the appraisal committee. Moreover, expansion in Pesticide Manufacturing Unit from 900 TPA to 7140
TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hiundustan Pulverising Mills at SP-9C, SP-
9B & H1-39(O), RIICO Notified Industrial Area (vide gazette notification no. 4/6/Udyog/1/90 dtd. 26th August
1994) Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. Hence, conducting a detailed CBA
is deemed not necessary for this particular project.
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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10 ENVIRONMENTAL MANAGEMENT PLAN
GENERAL An Environmental Management Plan (EMP) is a project and site specific plan develop to ensure that the
project is being implemented/ operated in an environmentally sustainable manner where all stakeholders
including the project proponent, contractors, sub-contractors, consultants understand the potential
environmental impacts arising from the project and take appropriate actions to properly manage the same.
Adequate environmental management measures needs to be incorporated during the planning phase to
minimize any adverse impacts and assure sustainable development of the area. This plan helps in
formulations, implementation of environment protection measures suggested and development and
monitoring programme for environmental parameters during the operation phase of the project. EMP
translates the various conditions of statutory approval like EC, and CC & A etc. in action. EMP document
states that what action will be taken and to be executed, what measures will be implemented and what
structures will be required to implement.
10.1 ENVIRONMENTAL MANAGEMENT PLAN Environmental management practices for mitigation of various impacts associated with the project activity
on different environmental components are described below:
10.1.1 Air Environment
Construction Phase: Fugitive dust as particulate matter (PM) is to be generated during consruction of
blocks, concrete mixing and other construction activities, for controlling the fugitive dust regular water
sprinkling will be ensured by Site supervisor. Flue gas emission (PM, HC, CO, SO2 and NOx) is to be
generated from diesel operated construction machineries and existing utilities. Uses of serviced and
maintained diesel operated machineries will be enured by Site Supervisor.
Operation Phase:
The baseline ambient air quality monitoring carried out during study period of October 2017 to December
2017 within 10 km radius of project site. The study clearly reveals that the concentrations of PM2.5, PM10,
SO2, NOx, and CO are well within the prescribed limits as per the NAAQS ambient air quality standards.
HCL and Total VOC are also within the norms. The major sources of air emissions from the proposed
projects include point source emissions. EHS officer will ensure the regular moniroring of the ambient air
quality monitoring and stack monitoring (Boiler, Incinerator, Process Stack, etc.) and their results are well
within permissible limit as per the Consent and CPCB/RPCB limit. Apart fom this regular maintenance of
boiler, incinerator, D.G.Set etc. will be ensured by the Site engineer and tagging system will be
implemented.
Proposed Electrostatic Precipitator (ESP)- 4 Field
Each steam generating unit will be provided electrostatic precipitators comprising of adequate number of
sections in the directions of gas flow and two bus sections perpendicular to gas flow for collection of fly ash.
The ESP will have a collection efficiency of above 99.9% and should strictly adhere to CEA norms and as
per latest MOEF&CC guidelines. ESP will be complete with insulators, gas distribution screens, gas
screening plate, high voltage emitting system, collecting electrodes system, rapping mechanism and
transformer rectifier units etc. The ESP will be equipped with microprocessor based control/EPIC
controllers or approved equal means to restrict the power consumption. Technical details of ESP are given
in table 10.1.
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Table 10.1: Technical Details of ESP
# Particular Parameter
1. No. of ESP 1 ESP is proposed for 10 TPH Boiler.
2. No. of Gas Passes 2
3. No. of Field (in Series in each gas pass) 4 working
4. Guaranteed Dust Load at ESP Exit: 30 mg/NM³
5. Velocity of gases (in Electrode Zone): 0.8 m/s
6. Operating temp. At ESP Exit: 140°C
7. Pressure Drop Across ESP: 30 mmWc
Table 10.2: Technical Specification of two stage scrubber
S. No. Name of the unit Size
1. Height of Scrubber (Packed column) 3 meter
2. Size of Scrubber 600 mm dia
3. MOC of Scrubber MS Graphite
4. Type of Packing Paul /ring 1
5. Height of Packing 2.5 meters
6. Height of Scrubber (Falling Film) 2.5 meters
7. Size of Scrubber 400 mm dia
8. MOC of Scrubber MS graphite lined
9. Size of Vacuum catch pot 630 lits
10. MOC of Scrubber MS graphite lined
11. Capacity of water circulation tank 15 KL
12. Moc tank MS FRP
13. Capacity of water circulation Pump 6 m3/hr
14. Size of ventury 200 kgs/hr
15. MOC of condenser PP/FRP
16. Size of condenser 20 m2
17. MOC of condenser MS
18. Size of caustic circulation tank 15 KL
19. Capacity of circulation pump 54 m3/hr
10.1.2 Water Environment
Construction Phase:
Disposal of generated 6.00 KLD sewage will be send to soak pit through septic tank. Regular cleaning of
septic tank will be ensured by Site supervisor to overflow.
Operation Phase:
Wastewater in form of sewage and effluent is/will be generated from project. As mentioned unit has facility
for wastewater treatment/disposal and the same will be modified/installed as per requirement of expansion
project. It is estimated that total 35 kLD of sewage will be generated which will be treated in 50 kLD STP
and 124.73 kLD of effluent will be generated after expansion which will be treated through 150 kLD ETP
followed by 125 + 25 kLD MEE. Stream-1 (100.73 kLD) will be treated in ETP followed MEE. Stream-2
(4.07 kLD) will be treated in 200 kgs/hr Incinerator. MEE condensate 73.14 will be recycled back in
processing. STP treated water will be recycled back for gardening and sprinkling. Scrubber 1 left out will be
reused back in processing. Hence it is a Zero Liquid Discharge (ZLD) Scheme.
Sewage Treatment Plant (STP)
Total sewage generation after expansion will be 35 kLD which will be treated in proposed Sewage
Treatment Plant (STP) having capacity of 50 kLD. Treated sewage will be reused for gardening and
sprinkling purpose, while STP sludge (organic) will be used as manure within the premises.
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Sewage treatment is based on activated sludge principle, where the organic matter present in sewage is
decomposed by biomass present in suspension inside the tank. The external oxygen source is provided to
satisfy the process requirement.
Treatment Scheme: The sewage generated from the source shall be first passed through oil and grease
chamber in order to remove free oil present in it. As the density of oil is less than that of water it will start
floating on the surface of water. The chamber arrangement is so provided that the floating oil is restricted to
get into the outlet zone of chamber. Oil floating on the surface of water will be collected by the controlled
openings provided in the chamber. Then the sewage will enter in to equalization tank which serves the
purpose of both flow equalization and characteristic equalization. Air is provided in the equalization tank for
better mixing and to avoid solids accumulation inside the equalization tank.
After equalization, sewage is transferred to the aeration tank. In aeration tank, aerobic bacteria present in
suspension shall decompose the organic matter present in sewage. The desired level of biomass required
will be maintained to achieve the best possible performance. The oxygen requirements of suspended
biomass will be satisfied by diffused aeration, which is cost effective method over conventional aeration
methods. The biomass generated inside the tank will be allowed to settle in the clarifier by gravity. The part
of settled biomass is recycled back to maintain MLSS level inside the aeration tank. Rest of the settled
sludge is transferred to the sludge drying bed for moisture removal and drying. The treated sewage from
clarifier will be collected in supernatant sump. NaOCl dosing shall be done in the sump for the purpose of
disinfection.
Further the collected treated sewage will be passed through pressure sand filter and activated carbon filter
for polishing. The quality of treated sewage achieved is well below the RPCB/CPCB discharge standards.
The treated sewage will be utilized for gardening and sprinkling within premises.
Table: 10.3 STP Unit & Size
S. No. Name Size
1. Screen Chamber 1 m X 0.5 m X 0.5 m
2. Oil & Grease Tank 1 m X 0.5 m X 0.5 m
3. Equalization Tank 1 m X 1 m X 1.5 m
4. Aeration Tank 3 m X 3 m X 1.5 m
5. Flocculation Channel 0.3 m X 0.3 m X 0.3 m
6. Clarifier 1.2 m X 1.2 m X 1.5 m
7. Chlorination tank (NaOCl) 1.2 m X 1.2 m X 1.5 m
8. Pressure Sand Filter 135 dia. X 600 mm
9. Activated Carbon Filter 200 dia. X 600 mm
9. Sludge Drying Beds 3 m X 3 m X 0.5 m
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Figure: 10.1 Flow Driagram of STP
Proposed Effluent Treatment Plant (ETP) - 150 KLD
HPM Chemical & fertilizer Ltd. is planning to install an Effluent Treatment Plant to treat waste water
generated from unit. Its scheme is described as follows:
Pre-treatment comprising of
- Screens
- Oil & Grease Trap
- Equalization Tank
- Coagulation & Flocculation
- Primary Tube Settler
Biological Treatment
- Aeration Tank
- Secondary Tube Settler
Tertiary Treatment
- Filter Feed Tank
- Pressure Sand Filter
- Activated Carbon Filter
- Treated Water Tank With UV System
Sludge Dewatering
- Sludge Holding Tank
- Filter Press (Mannual)
ETP Details along with P & I Dragram and Flow diagram is attached as Annexure 14a.
Table 10.4 Raw Effluent Parameters
Parameters Untreated Efflunt
pH 5-8
Suspended Solids (SS) 150-250 mg/L
Total dissolved Solids (TDS) 4000-6000 mg/L
Chemical Oxygen Demand (COD) 3000-5000 mg/L
Biological Oxygen Demand (BOD) 1500-2000 mg/L
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Ammonical Nitrogen 100 mg/L
Temperature RT-Degree Centigrade
Table 10.5 Treated Effluent Parameters
Parameters Untreated Efflunt
pH 6.5-8.5
Suspended Solids (SS) <100 mg/L
Total dissolved Solids (TDS) 3000-6000 mg/L
Chemical Oxygen Demand (COD) <250 mg/L
Biological Oxygen Demand (BOD) <100 mg/L
Ammonical Nitrogen <50 mg/L
Temperature RT-Degree Centigrade
Table 10.6 Technical Specification of ETP
S. No. Description (Civil Tanks)
Capacity Dimensions/
Specifications MOC Unit Qty
1. Bar Screen Chamber
Suitable
As per Drawing RCC
1 1
2. O & G Trap 5 m3 1 1
3. Equaliasation
Tank 75 m3 1 1
4. Coagulation & Flocculation
2 m3 2 1
5. Primary T. S. Tank 21 m3 1 1
6. Extended Aeration
570 m3 1 1
7. Secondary T.
S.Tank 21 m3 1 1
8. F.F. T 15 m3 1 1
9. S. H. T for Primary
Sludge 15 m3 1 1
10. S. H. T for
Secondary Sludge 10 m3 1 1
11. Treated water
Tank 45 m3 1 1
12. Chlorine Dosing
Tank 45 m3 1 1
13. Foundation Suitable 1 1
Table 10.7 Technical Specification of Electromechanical Items
S. No. Description Capacity Dimensions/
Specifications MOC Make Unit Qty
1. Bar Screen Suitable -- SS Iet Fabricated No 2
2. Lime , Alum, Poly Dosing
0-25 LPH, 500 LTR
0.5 HP HDPE edose/
minidose No 3
3. Effluent
Lifting Pumps 7.5 m3/hr @10-12 M
1 HP, 0.7 5 KW, 2700 RPM, 7
mm Solid Heandling
SS316 Kirlosker No 2
4. Sludge
Transfer Pumps
5.0 m3/hr @10 m
1 HP, 0.7 5 KW, 2700 RPM, 7
mm Solid Heandling
SS316 Kirlosker No 4
5. Filter Feed
Pumps 7.5 m3/hr @30 M
2 HP, 1.5 KW, SS316 Kirlosker No 2
6. Air Blowers 750 m3/hr
@0.5kg/cm2 20 HP, 1400
rpm -- Everest/ Akash No 2
7. Screw Pump
For 2.0m3/hr @40 M
2 HP, 1.5 KW -- Roto/ Rotomac No 2
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Primary Sludge
8.
Screw Pump For
Primary & Secondary
Sludge
2.0m3/hr @40 M
2 HP, 1.5 KW -- Roto/ Rotomac No 4
9. Agitator For
Dosing Tanks Suitable 2 HP, 1.5 KW -- No 3
10. Filter Press For Primary Sludge
18"18"17 nos
Plates In PP, Frame in MS
PP Universal/ IET No 1
11. Filter Press For
Secondary Sludge
18"18"17 nos
Plates In PP, Frame in MS
-- Universal/ IET No 1
12. MGF With
Media & Frontal
30"72 -- FRP Pentair/
aventura/ Aquanomics
LOT 1
13. ACF With
Media & Frontal
30"72 -- FRP Pentair/
aventura/ Aquanomics
LOT 1
14. Ultra Violet 7.5 m3/hr 0.56 Kw@230 VAC,IP 54, UV Doses >60000
SS OZ_AIR/Ozone No 1
15. Media T S. 5*2 750, Streight
Ht, Vergin PP
PP IET m3 10
16. Fine Diffusers 117 600 mm long,
63 mm dia Silicon IET No 130
17. C.Diffusers 15 150 mmdia Silicon IET No 11
18. Flow Meter 50 NB Electromagnetic
Type -- Aster/Unitech No 2
19. pH Meter 50 NB Online -- Aster/Unitech No 2
20. Electrical
Panel -- -- -- IET Standered No 1
21. Agitator For Flocculation
Suitable 2 HP, 1.5 KW -- No 3
22. Interconnecting
Piping --
Submerged Piping in SS316
L, Interconnecting piping in Upvs
Sch-80
-- LOT 1
Proposed Multiple Effect Evaporator (MEE) - 125 kLD
Proposed “TRIPLE EFFECT FORCED CIRCULATION EVAPORATION PLANT WITH THERMO-COMPRESSOR PLANT WITH STRIPPER UNIT” to handle 125 KLD Feed Rate. Proposed Forced Circulation Type Evaporators is designed for handling toughest Effluent liquid during Evaporation with major features like;
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Single Pass Calandria construction: We have considered all Calandrias Single pass which is having
least scaling and no or least chocking of tubes. Normally across the pass there is a velocity change
and high pressure drop. This leads to partial evaporation inside the tubes. This vaporization actually
creates chocking inside the tubes and also vapours lock between pass which creates caviation and
restriction to liquid flow. All these factors ultimately results in maintenance and downtime for the
evaporation plant. Based on experience of handling most difficult effluent we have offered you most
suitable engineering solution.
We have offered Double Mechanical Seal for Circulation Pumps which will be specially designed to
work in Evaporation duty and handling such liquid. Seal will be as per API plan 54 with TC/TC faces
combination inboard and C/TC face combination for outboard. There will be separate closed loop
water cooling system provided to avoid any external contamination of cooling water.
Our Calandrias will have high liquid velocity without compromising cost of piping and pump,
Mechanical Seals and Electric Motors to ensure real forced circulation type evaporation.
Considered Vapour Contact Parts SS 304 & Liquid Contact Parts in SS 304 material of construction
and Tubes in SS 316 L Welded material of construction. MEE details attached as Annexure 15a.P& ID
diagram for 125 kLD is attached as Annexure 15b.
Table 10.8 Proposed MEE design specification
S.No. Particular Unit Value
Stripper Unit
1. Feed Quantity kLD 125
Feed rate Kg/hr 6562
2. Solvent % 0.18
3. Stripper Top Estimated (Water Vapour + Solvent) (Min. – Max.)
Kg/hr 13-66
4. Final Output (Min. – Max.) Kg/hr 6549-6496
Evaporator
5. Feed Rate (Considered Full Capacity) Kg/hr 6562
6. Water Evaporation Capacity Kg/hr 5979
7. Total Solids in Feed % 8.0-10
8. Solid Outlet (With 5-8% Free Moisture) Kg/hr
Kg/hr 583-730
Utilities of Proposed MEE
S.No. Particular Unit Value
1.
Steam
Quantity
Stripper unit (Min. /Max.) Kg/hr 134-188
TVR Kg/hr 1840
Ejector Kg/hr 80
Total (Min. /Max.) Kg/hr 2054-2108
Pressure Kg/cm2 (g) 40
Temperature °C Saturated
2.
Cooling Water
Inlet Temperature °C 32
Outlet Temperature °C 38
Pressure Kg/cm2 (g) 3.0
Quantity Stripper Unit M3/hr 15
Evaporator M3/hr 177
Total M3/hr 192
3.
Power
Phase No. 3
Voltage V 415
Frequency Hz 50
Electrical Load List Absorbed
kW Installed
kW
Stripper Unit
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Stripper Recirculation Pump 2.5 3.7
Reflux Pump 1.5 2.2
Evaporator
Feed Pump-1 2.3 3.7
Feed Pump-2 1.4 2.2
Recirculation Pump-1 17.6 22.4
Recirculation Pump-2 12.0 14.9
Recirculation Pump-3 12.1 14.9
Concentrate Outlet Pump 1.4 2.2
Condensate Outlet Pump 1.7 2.2
Seal Water Pump 1.3 2.2
Total Absorbed Power (Excluding Cooling Tower Fan, Cooling water Circulation Pump, Centrifuge)
kW 53.8
Total Installed Power (Excluding Cooling Tower Fan, Cooling water Circualtion Pump, Centrifuge
kW 70.6
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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Proposed Incinerator 200 kgs/hr
S.No. Technical Detail
1. Item Fixed Hearth Incinerator
2. Model AR-IW-200
3. Capacity 200 kgs/hr
4. Fuel Diesel
5. Fuel Consumption 40-50 kgs/hr
6. Electric load 60 kW, 440 v, 50 Hz, 3 Phase
7. Primary Chamber
i. MOC of Outer Body
1 Nos. of Mild steel, thickness 5 mm, externally painted with heat resistant aluminium paint suitable to withstand temperateure 200°C.
ii. Brick Lining 250 mm thickness fire and insulation brick
confinfirming IS:8-1983 & IS:2042-1972 and suitable for temperature upto 1400° C.
iii. Operation temperature 800 ± 50° C.
8. Secondary Chamber
i. MOC of Outer Body 1 Nos. of Mild steel, thickness 5 mm
ii. Brick Lining 250 mm thickness fire and insulation brick
confinfirming IS:8-1983 & IS:2042-1972 and suitable for temperature upto 1400° C
iii. Operation temperature 1050 ± 50° C.
9. FAN
i. Type 1 No centrifugal
ii. Capacity 1100 CFM
iii. Static pressure 200 mmwc
iv. MOC of outer body Mild Steel
v. Balancing Dynamically & statically
vi. Motor 5 HP 1440 RPM
vii Air supply regulation
30%- 80% and 170%-120% of stoichiometric amount in Primary & Secondary Chambers respectively. Primary air will be admitted near/at the hearth for better contact.
10. Waste feeding system
i. MOC 1 No of Mild Steel, Thickness 5 mm
ii. Feeder with conveyor
DFDV Feeder with Gear Box fitted with 2 HP Motor Qty 2 Nos each fitted with limit switch with conveyor fitted with motor 3 HP.
11. Automatic oil burner 2 Nos of HSD fuel type for primary and
secondary chamber with automatic temperature control and ignition.
12. Interconnecting Duct 1 No. of mild steel having thickness 5 mm
along with heat resistant aluminium paint to withstand temperature of 200°C.
13. Automatic emergency stack
i. MOC/ Thickness 1 No of mild steel having thickness 5 mm
ii. Operation/ Control Through pneumatic cylinders fitted with
compressor 3 HP
iii. Refractory and insulation Thickness 125 mm each side
14. Quencher
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i. Type/MOC 1 No. of vertical type of Mild steel
ii. Refractory lining 125 mm on each side
iii. Water Re-circulation Pump 3 HP 2880 RPM
15. Venturi Scrubber
i. Type 1N.o of High Pressure Jet with spray
nozzles
ii. MOC Stainless Steel Grade 316 L/ 5 mm
iii. Pressure Drop 350 mmwc
iv Water Spray Nozzles Spiral Nozzle , MOC- SS 316 L
v Pipeline & Fitting Complete water pipeline MOC- SS 316
vi. Flanges SS 304
vii Temperature of flue gas 70-80 Deg C
16. Droplet sepretor
i. MOC/ Thickness 1 No. of Mild Steel / 3 mm along with baffle
ii. Rubber Lining 3 mm natural hard rubber
17. Water recirculation tank for venture scrubber
i. MOC/ Thickness 1 No. of Mild Steel / 3 mm
ii. Water Pump 5 HP 2880 RPM
iii. Rubber Lining 3 mm natural hard rubber
18. Caustic tank 200 ltrs
19. Packed bed scrubber with water tank
i. MOC 1 No. of Mild Steel / 3 mm
ii. Rubber Lining 3 mm natural hard rubber
iii. Nozzle Spiral Nozzle SS 316L
iv. Pipeline and fitting, filter SS
v. Scrubbing media Saddles
vi. Water Re-circulating pump 3 HP 2880 RPM
20. Activiated carbon filter 1 No. of mild steel having thickness 3mm
to remove hydrogen, oxides and odors from the gases.
21. Mist eliminator 1 No. of mild steel having thickness 3mm
along with 3 mm natural hard rubber.
22. ID fan Motor
i. Type 1 No. of centrifugal type
ii. Capacity 6500 CFM
iii. Static Pressure 650-700 mm wc
iv. MOC of Outer Body Mild Steel / 3 mm
v. Rubberlining 3 mm natural hard rubber
vi. MOC of Impeller Stainless Steel 316 L
vii. Balancing Dynamically & Statically
viii. Motor 50 HP 1440 RPM
ix. Drive Belt Driven
23. Fuel oil tank 1 No. of Mild steel having capacity 1000
ltrs.
24. PLC Based Control Pannel 1 No. along with powder coated prewired.
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10.1.3 Solid/Hazardous Waste Management
All the solid/hazardous wastes generated at the end of manufacturing process or waste treatment process
is/will be stored on impervious floor having roof, boundary wall and drain collection as well as transfer
facility. Solid/Hazardous Waste Management is/will be done as per Hazardous and Other Waste
(Management and Trans‐boundary Movement), 2016. All statutory documents are recorded in the existing
unit and same will be followed after expansion. Record keeping of all statutory documents will be ensured
by EHS Supervisir. Unit has valid membership of TSDF Udaipur site for hazardous waste disposal and has
aggrement with Agarwal Ready Mix Pvt. Ltd. for reuse of fly ash, which is attached as Annexure – 13 and
12. Detail Solid hazardous management is given in section 2.6.3 of chapter 2.
10.1.4 Noise Environment
Construction phase: EHS Manager will ensure the adequate and appropriate provision of ear muff and
ear plugs to the construction workers. Use of ear plugs and ear muffs will be ensured by the EHS
Supervisor during construction phase.
Operation Phase: The Company has already developed greenbelt area within the premises, which shall
act as a barrier for the propogation of noise from the factory premises. Noise level within the plant premises
is/will be measured regularly and will try to maintain range within permissible limit. Following maeasures will
be adopted for abatement of noise during the operation phase:
Noise generating equipments like pumps, motors, compressors, blowers, power generator
sets/engines etc. are/will be mounted on sturdy concrete foundations with proper & suitable rubber
padding to reduce vibrations & thereby noise generation.
Acoustic laggings, enclosures and silencers are/will be provided wherever necessary for high noise
generating equipment.
Acoustic enclosure for D.G. Set and similar provision like noise attenuator wherever
suitable/possible will be provided.
Safety blow off valves, discharge pipes, relief valves, etc. is/will be equipped with silencers.
Silencers for Boilers are provided and/or attached with various noise generating parts of boiler.
Regular lubrication & preventive maintenance is being/will be done to reduce vibration & noise
generation.
Use of PPEs like ear plugs and ear muffs are/will be made compulsory near the high noise
generating machines.
Moreover, the personnel are provided breaks in their working hours, with the continuous exposure
not increasing three (3) hours.
All vehicles will maintain speed limit inside the premises and unusual acceleration of engine & loud
horns is being/will be prohibited.
Periodic monitoring of noise levels as per post-project monitoring plan is/will be done on regular
basis.
10.2 SOLVENT MANAGEMENT PLAN Various solvents like Hexane, DMF, Toluene, IPA, Methanol, MDC etc. is/will be used at various stage of
manufacturing process. Unit has well established solvent recovery system for recovery of solvent up to 99
%. Details of solvents used for manufacturing process are given below in table 10.9 & 10.10.
Table 10.9 List of Solvents Product Wise
# Product Name of Solvent Consumption Recovery Difference %
Recovery Kg/Tons
INSECTICIDE
1. Acetamiprid Methanol 6337 6230 107 98
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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# Product Name of Solvent Consumption Recovery Difference %
Recovery Kg/Tons
2. Imidacloprid Dimethyl Formamide
(DMF) 4040 3960 80 98
3. Thiacloprid
Dimethyl Formamide
(DMF) 5454 5344 110 98
Hexane 5454 4990 464 91
4. Thiamethoxam Dimethyl Formamide
(DMF) 740 732 8 99
5. Novaluron (INSECTICIDE
PGR) Toluene 6400 6350 50 99
6. Lambda-Cyhalothrin n-Hexane 3277 3159 118 96
Isopropyl Alcohol 1050 1040 10 99
7. Bifenthrin
Dimethyl Formamide
(DMF) 2139 2096 43 98
Ethylene Di Chloride
(EDC) 909 890 19 98
Ehanol 130 126 4 97
Hexane 909 890 19 98
8. Chlorpyrifos Ethylene Di Chloride
(EDC) 4018 3937 81 98
9. Acephate Chloroform 4200 4115 85 98
Ethyl Acetate 1560 1470 90 94
10. Profenofos Ethanol 1599 1558 41 97
11. Fipronil Tolune 4450 4375 75 98
12. Buprofezin
Ethylene Di Chloride
(EDC) 2756 2750 6 100
Methanol 588 585 3 99
13. Cartap hydrochloride Methanol 6000 5880 120 98
14. Azoxystrobin
Dimethyl Formamide
(DMF) 4476 4386 90 98
Methylene Di Chloride
(MDC) 1980 1960 20 99
n-Hexane 1006 935 71 93
BIO PESTICIDE
15. Abamectin Methanol 2000 1960 40 98
16. Emamectin Benzoate
Methanol 1300 1290 10 99
Ethyl Acetate 760 745 15 98
Ethylene Di Chloride
(EDC) 1250 1200 50 96
17. Spinosad Ethanol 2000 1950 50 98
Isopropyl Alcohol 7000 6900 100 99
EIA/EMP report for Expansion in Pesticide Manufacturing Unit from 900 TPA to 7140 TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills
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# Product Name of Solvent Consumption Recovery Difference %
Recovery Kg/Tons
BACTERIOCIDE
18. Validamycin n-Hexane 2000 1960 40 98
FUNGICIDES
19. Hexaconazol Dimethyl Formamide
(DMF) 3833 3756 77 98
20. Tricyclazol Formic Acid 3120 3100 20 99
21. Propiconazole
Dimethyl Formamide
(DMF) 11000 10780 220 98
Ethylene Di Chloride
(EDC) 3000 2970 30 99
22. Tebuconazole n-Butanol 400 320 80 80
23. Difenoconazol
Dimethyl FormamidE
(DMF) 8900 8722 178 98
Ethylene Di Chloride
(EDC) 2000 1960 40 98
24. Ipconazole Toluene 2000 1960 40 98
25. Paclobutrazol Toluene 2000 1960 40 98
26. Thiophanate-methyl Ethylene Di Chloride
(EDC) 2153 2102 51 98
27. Metalaxyl Toluene 3911 3832 79 98
Hexane 3225 3150 75 98
HERBICIDES
28. Imazethapyr Methanol 2832 2786 46 98
29. Metsulfuron-methyl Toluene 2400 2353 47 98
30. Sulfosulfuron Acetone 4266 4132 134 97
31. Chlorimuron ethyl Toluene 5000 4900 100 98
32. Pyrazosulfuron-ethyl Toluene 5000 4900 100 98
33. Bensulfuron-methyl Toluene 5000 4900 100 98
34. Clodinafop-propargyl
Dimethyl Formamide
(DMF) 4286 4246 40 99
Hexane/IPA 2664 2639 25 99
35. Butachlor n-Butanol 1228 1200 28 98
36. Pretilachlor n-Hexane 1033 1010 23 98
37. Glyphosate* -
38. Oxyfluorfen Toluene 2000 1960 40 98
39. Atrazine Toluene 5000 4900 100 98
40. Metribuzin Methanol 279 270 9 97
PROPOSED HERBICIDES
41. Diafenthiuron n-Hexane /IPA 6000 5880 120 98
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# Product Name of Solvent Consumption Recovery Difference %
Recovery Kg/Tons
42. Pendimethalin
Ethylene Dichloride -
EDC 1200 1176 24 98
n-Hexane 1200 1179 21 98
PROPOSED INSECTICIDES
43. Cypermethrin n-Hexane 3000 2960 40 99
44. Alpha Cypermethrin n-Hexane 4300 4214 86 98
Isopropyl Alcohol 2630 2600 30 99
45. Permethrin n-Hexane 3000 2960 40 99
46. Deltamethrin n-Hexane 4500 4410 90 98
Isopropyl Alcohol 2350 2340 10 100
PROPOSED INTERMIDIATES
47. Cypermethric Acid Chloride
(CMAC) n-Hexane 4500 4414 86 98
48. SAFENAR Cloquintocet-
mexyl
Dimethyl Formamide
(DMF) 3736 3692 44 99
n-Hexane 2076 1868 208 90
PROPOSED FUNGICIDES
49. Myclobutanil Toluene 3000 2940 60 98
Table 10.10 List of Solvents Summery
S.No. Name of Solvent Quantity of
solvent in kgs
Quantity of solvent
recovered in kgs
Loss of solvent in
kgs
Percentage of recovery
(%)
1 Acetone 4266 4132 134 97
2 Chloroform 4200 4115 85 98
3 Dimethyl Formamide (DMF) 44564 43754 810 98
4 Ethylene Di Chloride (EDC) 17286 16985 301 98
5 Ethanol 3729 3634 95 97
6 Ethyl Acetate 2320 2215 105 95
7 Formic Acid 3120 3100 20 99
8 Hexane 38474 37164 1310 97
9 Hexane/IPA 8664 8519 145 98
10 Isopropyl Alcohol 13030 12880 150 99
11 Methanol 19336 19001 335 98
12 Methylene Di Chloride (MDC) 1980 1960 20 99
13 N Butanol 1628 1520 108 93
14 N Hexane 1006 935 71 93
15 Tolune 46161 45330 831 98
Solvent Management Plan:
The solvent distillation system is /will be designed so as to achieve minimum 97% recovery of
solvent.
Organization is having dedicated multipurpose solvent distillation and recovery plant.
Pure solvent, crude solvent and distilled (recovered) solvent are/shall be stored only in storage
tanks and are not/shall not be used drums at any stage in the Solvent Management System.
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Wherever required, the solvents are/shall be directly pumped into day tanks from the storage tanks
and are/shall be charged into the reactors without involving any manual handling.
All the pumps are/will mechanical seal type to avoid any leakage of solvent.
All necessary firefighting systems are/will be provided with alarm system. Flame proof wiring and
flame proof electrical accessories are/will be provided to avoid any mishap.
All the storage tank and day tank are/shall be connected to a vent system through chilled
water/chilled Brine condensers to prevent loss of solvents in the atmosphere.
Also, all the distillation column vents are/shall be connected to chilled water/chilled Brine
condensers for maximum possible recovery of the solvents.
Pipelines connected with reactors and scrubbers are/will be installed with minimum number of
flanges, joints and valves.
Operators are/will be available round the clock at operation floor and maintain the parameters as
per procedure.
Periodic monitoring of work area is being/will be carried out to check the secondary fugitive
emission.
10.3 OCCUPATIONAL HEALTH & SAFETY Occupational Health & Safety (OHS) is an area concerned with the safety, health and welfare of persons
engaged in the manufacturing of pesticide products. Main aim of occupational safety and health plan is to
foster a safe and healthy work environment, which may also protect co-workers, family members,
employers, customers, and many others who might be affected by the workplace environment. It is
important to the company for moral, legal, and financial reasons. Implementation of good OHS practices
can also reduce employee injury and illness related costs, including medical care, sick leave and disability
benefit costs. Personal protective equipment such as safety shoes, safety goggles, hand gloves, gum boots
and safety helmet will be given to all workers & staff. Additional PPEs will be readily available at the
workplace as and when required. OHC is with ambulance facility, beds – 2 No., Doctor and nurse, is
available within plant.
Project proponent had provided 30.00 Lakhs as a capital cost for Occupational Health & Safety.
Safety Training is provided to the employees.
Safety Sirens along with Alarm System in case of emergency are provided.
Emergency Control Room is established.
Assembly point is provided.
Sprinkler Systems is/will be provided as needed.
Fire Hydrant System is installed.
Fire Extinguishers are/ will be provided as needed.
Fire squad team is/will be formed for handling any emergency situation & regular training of squad
team will be conducted.
Mock drills are periodically conducted and factors like response time are evaluated.
Fire squad team is formed for handling any emergency situation.
First Aid Facility and training are/will be provided.
Personal protective gears and equipments are/will be provided to employees.
Health checkups are/will be organized at regular intervals.
Safety / Health records and MSDS are/ will be maintained.
On line stack analyser shall be installed.
Daily safety talk is being conducted for all the staff.
A health record of employees is attached as Annexure -19.
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Figure 10.2: Photographs showing Safety Training and Mock Drill
10.3.1 Workplace Monitoring
HPMCFL has well established in-house laboratory to monitor various parameter related to water and
workplace area. HPMCFL has conducted workplace monitoring for process plants on monthly basis for
various parameters like SOx, NOx, Acetone, Ethyl acetate, Dimethyl formamide, HCL etc. Workplace
monitoring analysis report is attached as Annexure – 18.
10.3.2 Housekeeping
Proper housekeeping is an essential part of sound environmental management. It is/will be rigorously
checked that there is no accumulation of wastes, especially combustible wastes inside the plant area. EHS
supervisor will ensure the good house keeping daily in manufacturing and storage area.
10.4 CORPORATE ENVIRONMENT RESPONSIBILITY (CER) The project cost of expansion is 23.22 Crores. As per OM F.No.22-65/2017-IA.III dated 1st May 2018, the
cost towards Corporate Environment Responsibility (CER) will be Rs. 23.22 Lakhs (slab 1% of the project
cost. HPMCFL will focus on increase in crop yield, skill development; plantation in community etc. activities
will be covered under CER plan and mentioned in table 10.11. These activities will be complted wthin 5
years after getting environmental clearance.
Table 10.11: CER Plan
# Activities under CER Cost in Lakhs
1. Scientific support and awareness to local farmers to increase yield of crop 2.50
2. Skill development 3.50
3. Rain Water Harvesting 5.00
4. Plantation in community area 5.50
5. Infrastructure for drinking water facility 6.72
Total 23.22
10.5 AMELIORATION OF ENVIRONMENT
10.5.1 Green Belt Development (Noise Barrier)
Greenbelt developmet is most effective pollution control measure for air and noise pollution as it acts as
barrier to particulate matter, gaseous pollutant and noise propagation. Greenbelt area proves to be an ideal
place for diversified flora and fauna and it will improve air quality adding to the aesthetic beauty of the
proposed plant.
HPMCFL had already developed 2582.87 m2 (8.47 %) and proposed 2086.32 m2 (6.84 %) as greenbelt at
project site. Also developed greenbelt 305.05 m2 (1.00 %) outside boundry and proposed 1764.19 m2
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(05.78 %). List of tree planted at Project site and outside the plant boundary is mentioned in Table 10.12 &
10.13. Total 522 Nos. of trees and 1044 Nos. of shrubs to be planted on project site is mentioned in table
10.14 & 10.15.
Table 10.12 List of Trees at Project Site
S.No. Scientific Name Common Name Nos. Remarks
1. Polyalthia longifolia False Ashoka 72 Main Gate Road Side
2. Azadirachta indica Neem 03 Near ETP, MEE
3. Mangifera indica Aam 15 Main Gate Road Side
4. Albizia lebbeck Siris 15 Backside exit
5. Ficus benghalensis Bargad 01 Garden
6. Eucalyptus Nilgiri 05 Front side of admin building
7. Plumeria alba Champa 55 Near Canteen
8. Ficus racemosa Pakad 10 Main gate, Garden
9. Psidium guajava Amrud 20 Front Side of Admin Block
10. Ailanthus excelsa Mahanimb 40 Front Side of Admin
Total 200 -
Table 10.13 List of Trees outside the plant boudary
S.No. Scientific Name Common Name Nos. Remarks
1. Polyalthia longifolia False Ashoka 49 Front side outside boundry line
2. Ficus religiosa Peepal 02 Front side outside boundry line
3. Ficus starlight Weeping fig 09 Front side outside boundry line
4. Acacia decurrens black wattle 02 Front side outside boundry line
5. Alstonia scholaris Scholar Tree 03 Front side outside boundry line
6. Albizia lebbeck Siris 08 Back side of boundary line
7. Mimusops elengi Bullet wood 05 Back side of boundary line
8. Pterospermum acerifolium Kanak Champa 04 Back side of boundary line
9. Dalbergia sissoo Shisham 01 Back side of boundary line
10. Delonix regia Gulmohar 01 Back side of boundary line
11. Ficus elastica Indian rubber tree 01 Back side of boundary line
12. Thuja occidentalis Mor Pankh tree 06 Back side, front side of boundary line
13. Copaifera langsdorffii Diesel tree 03 Back side of boundary line
14. Pongamia pinnata Karanj 28 Front side outside boundry line
15. Michelia champaca Son chafa 01 Front side outside boundry line
16. Musa x paradisiaca Banana tree 01 Front side outside boundry line
17. Jatropha curcas (shrub) Bubble bush 01 Front side outside boundry line
18. Ficus retusa (shrub) Panda 01 Front side outside boundry line
19. Furcraea foetida(ornamental) Mauritius Hemp 02 Front side outside boundry line
20. Aloe vera Korphad 04 Front side outside boundry line
21 Crinum latifolium (herb) Sudarsana 04 Back side of boundary line
Total 136 -
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Figure: 10.3 Greenbelt at Project Site
Figure: 10.4 Plantation outside plant boundary
Table 10.14 List of Trees to be planted at project site
S.No. Scientific Name Common Name Nos. Remarks
1. Azadirachta indica Neem 100 Near Proposed plant
2. Albizia lebbeck Siris 98 Near Proposed Ware house
3. Casuarina equisetifolia Jangalisaru 34 Near Proposed Ware house
4. Leucaena leucocephala Safed Babool 90 Near Proposed Ware house
5. Vachellia nilotica Kikar 70 Near Proposed Ware house
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6. Mangifera indica Aam 50 Near Proposed plant
7. Ficus racemosa Umber 50 Near Proposed plant
8. Roystonea regia Royal Palm 30 Near Proposed plant
Total 522
Table 10.15 List of Shrubs to be planted at project site
S.No Scientific Name Common Name Nos. Remarks
1. Nyctanthes arbor-tristis Parijat 50 Near boiler room
2. Tabernaemontana divaricata Pinwheel flower 100 Near Proposed MEE
3. Bougainvillea glabra Paper flower 340 Near Main gate East side
4. Hibiscus rosa-sinensis China rose 200 Near Main gate West side
5. Catharanthus roseus Rosy periwinkle 170 Near Proposed plant
6. Vitex negundo Nirgudi 34 Near Proposed plant
7. Rosa rubiginosa Rose 100 Near Proposed plant
8. Lantana camara Wild sage 50 Near Proposed Ware
house
Total 1044
Rs. 2.75 Lakhs for plantion (noise barrier) as capital and Rs. 1.75 Lakhs/annum will be allocated as total
recurring cost including greenbelt maintenance. Trees care is been and will be taken at project site and
outside plant boundary, necessary aids and support is been and will be provided for maintaining the
plantation.
10.5.2 Rainwater Harvesting
Rain Water can be harvested either storing in containers, tanks for ready use or charged into soil for
withdrawal later i.e. ground water recharging. HPMCFL has decided to installed Rain Water Harvesting
system to prevent runoff and to help reduce fresh water consumption. Storm water network will be
designed throughout the site for collection of roof top as well as internal runoff during the monsoon season.
Pipeline and storm water drainage will be connected/ diverted to water harvesting area without any
contamination or after removing impurities i.e. leaves, floating materials, birds drop out etc. The main
elements of rain water harvesting systems are catchments, conduits and storage facility either above the
ground or under the ground.
During rainy season, the rain water will be collected from roofs in collection tank having an adequate
capacity and the collected water will be used for industrial activities. Average 100 rainy days and following
basic details have been worked for designing the Rain Water Harvesting System:
Average Rainfall: 149 mm
Source: - https://www.worldweatheronline.com/lang/en-in/alwar-weather-averages/rajasthan/in.aspx
Total Roof top area available for rain water harvesting: 507.08 m2
Rain Water that can be harvested: (507.08) * (0.149) * (0.8) = 60.44 m3
Total Paved area available for rain water harvesting: 10059.52 m2
Rain Water that can be harvested: (10059.52) * (0.149) * (0.5) = 749.43 m3
Total open area available for rain water harvesting: 3739.88 m2
Rain Water that can be harvested: (3739.88) * (0.149) * (0.3) = 167.17 m3
Total Rain Water that can be harvested in Monsoon season = 60.44 + 749.43 + 167.17 = 977.05 m3
However, bening a pesticide unit, the rain water from paved and open area is not allowed for collecting rain
water. Hence, the available rain water to be collected is only 60.44 m3 which is to be stored at site in the
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collection tank. The effectiveness of the drainage system depends on proper cleaning of drainage
pipes/channels etc. Regular checking before and during the monsoon will be done to see that none of the
drains/drainage facilities are clogged and are efficient to collect the rainwater under rain water harvesting
program. The clogged drains will be cleaned up immediately on report of any clogging or blockage. This
checking and cleaning will be meticulous during the monsoon season, especially if heavy rains are
forecasted. Proponent had proposed 1 No. of Rain water harvesting tanks having capacity 50 kL.
10.5.3 Energy Conservation
HPMCFL will provide solar lights within plant premises for internal roads; also will design proposed building
structures in such way that there will be maximum use of natural light during day time. LED lights will be
used in plant.
10.5.4 Waste minimization (Reduce, Reuse, Recycle)
HPM chemicals and fertilizers Ltd has own R&D and constantly work on recycling reusing better recovery
elimination of solvent use, reduce the solvent quantity, recycling treated water back to process following are
few case work has done:
Solvents used are distilled and reused back in the process for eg. Imidachloprid Butachlor Acephate
and many products steps toward waste minimization.
The waste water is treated in effluent treatment and TDS is recovered in multiple effect evaporator
and condensed water is recycled in the process—almost all product.
The non contaminated condensed steam is collected separately and reused back to boiler feed
water which reduced fresh water consumption.
Good House Keeping: Proper house keeping practices makes the system easier and less costly.
Liquid wastes from various sections will be collected and treated in ETP.
Rain water harvesting system will be adopted to reduce the fresh water requirement.
Elimination of solvent – in pretlachlor process were using solvent now we have developed solvent
less process, quality has improved, colour improved and one solvent completely eliminated.
We have also developed to recover the product from aquous waste – containing dimer of
Imidachloprid 7- 8 % recovered by hydrolysis process -- improved the yield and aquous waste
cleaned due to removal of product.
10.6 ODOR CONTROL PLAN
10.6.1 Odor control for solid handling
All solid raw materials is been and will be charged directly to reactor through special air lock hopper
against slight negative pressure (in water column) so that no odour is emitted to the environment.
Solid charging nozzle in reactor will be projected inside so that it directly falls in to the solvent media,
thereby eliminating carrying over of solid to vapour nozzle.
Powder transfer system will also be used where ever applicable to have zero loss of powder into the
atmosphere.
10.6.2 Odor control for liquid handling
All liquid raw material handled in drum is been and will be cooled down during summer before charging
so as to minimize its vapour pressure and control of odour.
Liquid from drums is been and will be charged in day tank or to reactor with the help of FLP motorized
barrel pump. Alternatively vacuum lock is been and will be used in day tank for transfer of liquid from
drum (pumping under vacuum). Day tank vent is been and will be connected to fume gas scrubber.
Little or partial handling area is and will be equipped with suction hood which finally connect with fume
scrubber.
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A portable duct connection is been and will be mounted on drum vent nozzle to exhaust fume while
opening lid of the drum.
In addition to above following common practices is/ will be followed to control any odor from plant.
Regular monitoring of work area by supervisors.
Source control of odors emanating from plants.
Sufficient Ventilation is/will be provided in all plants.
Provision of exhaust fan for air circulation and odor dilution with the ambient air.
10.7 BUDGET FOR ENVIRONMENTAL MANAGEMENT PLAN Capital cost of EMP for expansion is estimated based on cost of wastewater treatment facility, air pollution
control equipments, waste management facility, greenbelt development & management plan, safety
measures and other components of the EMP will be implemented along with the commissioning of the
proposed project. The budgetary provision made for environmental management is briefly illustrated in
table 10.16.
Table 10.16: Budgetory Provision of EMP
S.No. Particulars Capital Cost
(Rs. In Lakhs)
Recurring Cost
Lakhs/Month
1. Water Pollution Control (Proposed Multiple Effect Evaporator ) -125 KL/Day
250.00 12.50
2. Organic Wast Disposal Facility (Proposed Incinerator - 250 kg/hr) 47.00 0.20
3. Water Pollution Control (Proposed ETP Capacity 125 KL/day) 125.00 10.00
4. Air Pollution Control 50.00 2.00
3. Solid / Hazardous Waste Area and Waste Handling System 15.00 4.50
4. Occupational Health & Safety - Monitoring/Training 30.00 10.00
5. Greenbelt Development & Compliance with Env. Monitoring 5.00 5.00
Total 522.00 44.20
Total Rs. 522.00 Lakhs as capital cost has been allocated for Environmental control measures/
Environmental management plan and the recurring cost will Rs. 43.20 Lakhs/anum. To achieve the
prescribed norms for water, air and waste it is necessary to operate the EMS regularly. Following are
estimate of recurring expenses for environmental issues and EMS.
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10.8 ORGANOGANIZATION AND ENVIRONMENT MANAGEMENT CELL
10.8.1 Organogram
10.8.2 Environment Management Cell
To facilitate the Environment Management System, one of the most important aspect is the organization
and personnel. The unit shall form an Environment Management Cell for achievement of the following:
Collect information from regular monitoring and create a database.
Analyze the data and decide the critical areas for immediate attention and corrective actions.
Work out action plan for implementation of the recommendations made under Environment
Management Plan.
Prepare budget for environment management program and proper allocation of the funds for the
same.
Qualified and experienced person in the field of Environment either environmental engineer or
environmental scientist will be appointed for overall responsibility for the management of all the issues
related to Environment, Health and Safety within the plant. In consultation with incharge of the plant, he will
directly report to the Senior Management (Director / Executive Director) of the company for issues related
to the Environment Management System of the unit.
Table 10.17 Responsibility of Environment Management Cell
# Designation Nos. Responsibility
1. General Manager 01 Sets goal, monitor work, and evaluate results to ensure that departmental and organizational objectives and operating requirements are met and are in line with the needs and mission of the organization.
Managing all the Environmental issue.
Ensure appropriate EHS supervision of Employee.
Checking of non-compliance /violations of environmental norms.
3. Manager (EHS) 01 Develop performance standards.
Handle claims and complaints promptly.
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Developing and promoting a vision of EHS.
Conduct and submit annual Environmental Audit.
Submitting environmental monitoring report to GPCB.
Reporting of non-compliance /violations of environmental norms to the Board of Directors of the company.
4. Supervisor (EHS) 01 Report to Manager EHS.
Provide information, training and supervision.
Assist in preparation of risk assessments.
Reporting to EHS hazardous and incidents.
5. Chemist 01 Report to Manager EHS.
Taking responsibilities of all environmental issue as assigned by Manager EHS.
6. Worker (Safety) 01 Report to Supervisor for safety issues.
Conducting regular safety drills and training programs.
Conducting safety and health audits.
7. Worker
(Environment)
01 Report to Supervisor for environmental issues.
Conducting Environment audits.
10.8.3 Environmental Policy:
HPMCFL has their environmental policy approved by boards of director which cover all the environmental
aspects. Copy of Health, Safety and Environment (HSE) Policy is attached as Annexure – 20a & 20b.
10.9 SUMMARY 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. Regular water sprinkling will be ensured by
Site supervisor to reduce PM concentration in the atmosphere. Regular maintenance of boiler, incinerator,
D.G.Set etc. will be ensured by the Site engineer and tagging system will be implemented. 35 KLD sewage
will be treated in 50 KLD STP, treated sewage will be reused for gardening and sprinkling, while STP
sludge will be used as manure within the premises. 124.73 KLD of wastewater will be treated through 150
KLD ETP followed by 125 + 25 KLD MEE, High COD effluent will be sent to proposed 200 kgs/hr
incinerator. Record keeping of all solid/ hazardous waste management statutory document will be ensured
by EHS Supervisir. Noise level within the plant premises is/will be measured regularly and will try to
maintain range within permissible limit. Various solvents like Hexane, DMF, Toluene, IPA, Methanol, MDC
etc. is/will be used at various stage of manufacturing process. Unit has well established solvent recovery
system which is up to 99 %. Project proponent had provided 30 Lakhs as a capital cost for Occupational
Health & Safety. HPMCFL has proposed 1% of project cost towards Corporate Environment Responsibility
(CER) i.e. Rs. 23.22 Lakhs based on the social need and environmental consequences. 60.44 m3 rain
water can be harvested in monsoon season. Proponent had proposed 1 No. of Rain water harvesting tanks
having capacity 50 KL each. Rs. 522 lakhs as a capital cost has been allotted as a capital cost for EMS and
Rs. 44.20 Lakhs/Month is allotted as a recurring cost for EMS. HPMCFL has Environmental and safety
Management Cell (EMC) to co-ordinate the project activities concerned with implementation of environment
control measures and management.
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11 SUMMARY & CONCLUSION
11.1 GENERAL The expasion will be carried out by HPM Chemicals and Fertilizers Limited formerly known as Hindustan
Pulverising Mills within existing plant premises i.e. at SP-9B, 9C, 9D, 9D1 and H1-39(O), RIICO Industrial
Area, Khushkhera, Taluka - Tijara, Pin – 301707, District – Alwar, State - Rajasthan. Total production after
expansion will be 900 TPA to 7140 TPA. Expansion project fall under schedule 5(b) Category ―A‖ of the
schedule of EIA Notification – 2006. The expansion project is in the notified induatrial area of RIIICO which
notified in the year 1994 vide gazette notification no. 4/6/Udyog/1/90 dtd. 26th August 1994. As per Office
Memorandum No. J-11011/321/2016-IA.II (I) dtd 27th April 2018; the public consultation (PH) is not
applicable to this project. Capital cost of expansion project is 23.22 Crores. There is no litigation pending
against the project and/or land on which the expansion project is to be set up. EIA study has been
conducted prior to commissioning of project and in accordance with the Terms of Reference (ToRs) Letter
No. J-11011/459/2009-IA II (I) dated 24/05/2018 issued by MoEFCC, New Delhi. Compliance for the ToR
has been briefed in the chapter. EIA chapters are prepared according to standard ToR and specific ToR for
pesticide industries as well as per generic structure described in EIA Notification.
11.2 PROJECT DESCRIPTION Expansion in Pesticides Manufacturing Unit from 900 TPA to 7140 TPA by M/s HPM Chemicals &
Fertilizers Ltd. formerly known as Hindustan Pulverising Mills (HPM) at RIICO Notified Industrial Area,
Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. Co-ordinate of the project site is
28°7'31.69"N and 76°47'23.16"E. Total cost for the expansion project is Rs. 25.1716 Crores. Total plot area
is 30500 m2 (3.0 5Ha). Total fresh water requirement will be 512.64 kLD after expansion which will be
fulfilled by RIICO water supply only. Total will be 1850 kVA will be sourced from Jaipur Vidyut Vitran Nigam
Limited (JVVNL) - Bhiwadi (Jaipur). Total manpower will be 140 Nos. after expansion. Proposed utilities like
Boiler (10TPH), Incinerator (200 kg/h), MEE (125 kLD), etc. 35 kLD generated sewage will be treated in
packaged STP of capacity 50 kLD and treated water will be reused for gardening and sprinkling. 124.73
KLD effluents will be Pre-treated in ETP (150 kLD) followed by MEE and condensate water from MEE will
be recycled in processing and sprinkling to achieve Zero Liquid Discharge (ZLD) unit. ESP and Adequate
stack height and Ventury Scrubber has been proposed as air pollution control device for flue gas emission.
Water scrubber followed by Caustic scrubber has been proposed as air pollution control device for process
emission. Management of wastes shall be done as per Hazardous and Other Wastes [Management and
Transboundary Movement) Amendment Rules, 2016. HPM is/will conduct training/seminar on safety,
emergency respond time, mockdrill, safety at workplace etc. on regular basis. Expansion will be completed
within 18 months after obtaining EC.
11.3 DESCRIPTION OF THE ENVIRONMENT S. No. Parameters Baseline Status
1. Ambient Air Quality
i. PM10 72.1– 91.7 µg/m3
ii. PM2.5 36.0 – 52.8 µg/m3
iii. SO2 9.0 – 15.2 µg/m3
iv. NOx 14.5- 22.8 µg/m3
Based on comparison study of results for tested parameters with NAAQS, it is interpreted that ambient air
quality of studied locations is satisfactory 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.
2. Noise Level Monitoring
i. Day Time (06:00 AM to 10:00 PM) 46.8 – 82.7 dB (A)
ii. Night Time (10:00 PM to 06:00 AM) 39.8 – 77.5 dB (A)
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S. No. Parameters Baseline Status
Based on noise level data obtained during the survey for residential area and industrial area, it is
interpreted that noise levels are within the standard norms prescribed by MoEF & CC. Looking towards the
increase in noise generating sources it is suggested that there is need to apply noise reducing devices at
noise generating sources and generate public awareness.
3. Soil Quality and Characteristics
i. pH 7.22-7.81
ii. Organic Carbon (%) 0.4-0.7 %
iii. Total Nitrogen 0.034 – 0.060 %
iv. Total Phosphorous 4.2-15.3 mg/100g
v. Exchangeable Calcium 4.8-12.8 mg/100g
vi. Exchangeable Magnesium 3.1-9.7 mg/100g
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 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.
4. Ground Water
i. pH 7.15 - 7.64
ii. TDS 592 – 6476 mg/L
iii. Total Hardness 286 – 1860 mg/L
iv. Total Alkalinity 216 – 756 mg/L
v. Chloride 186 – 3456 mg/L
vi. Total Coliform Absent
Based on comparison study of test results with drinking water norms, it is interpreted that results for the
tested parameters meet with the permissible limit for drinking water as per IS 10500: 2012 except
Pithanwas village. All the water samples can be used in irrigation, washing and bathing. Water for
Pithanwas village should not be used in drinking purpose and water sample collected from other villages
can be used in drinking also in absence of alternate source. To save the ground water, contamination and
improving the quality, rainwater harvesting and ground water recharging may be helpful.
5. 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. Sahibi
River flows in the study region but the water was also not available in this period.
6. Ecology and Biodiversity
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. Study area is neither
enriching with floral diversity nor with the faunal diversity. Natural vegetation of study area is in degraded
condition and wild mammal‘s density is also very low. No schedule I species have been recorded for flora
and fauna.
7. Socio Economic
During the primary survey it was observed that almost pakka road facility is available in all villages within
10 km radius. Literacy rate of the study region is from 30.00% to 76.82%. On the basis of survey for
literacy rate data it is interpreted that there is need to promote education among more and more people.
Almost all the villages have more than 50 % people as non-workers. It indicates that the problem of
unemployment can be solved by providing proper training and education. There is also need to establish
more industries so that maximum number of employment can be generated.
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11.4 ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES Possible impacts on land environment, air environment, water environment, noise environment, biological
environment, socioeconomic environment and risk and hazard is been introduced and briefed in the
chapter with their mitigation measures for both during construction as well as operation phase. Matrix
study and its representation has also been carried out and briefed in chapter. Total Cumulative Score for
various Environmental Parameters without mitigation measures is - 160 which is not appreciable adverse
impact during construction phase. Total Cumulative Score for various Environmental Parameters with
mitigation measures is +1 during construction phase which shows no appreciable beneficial impact. During
operation phase total cumulative Score for various Environmental Parameters without mitigation measures
was (–501) while after taking mitigation measures as suggested by the various experts and studies; the
score was reduced and has increased positively upto +104. This shows no appreciable beneficial impact
on various environmental parameters due to expansion in pesticide manufacturing unit. Air modeling
study is been introduced in the chapter along with isopleths. The maximum 24 hourly average GLC value
for the proposed scenario is 0.41 g/m3 for SO2, 0.14 g/m3 for NOx, 0.21g/m3 for PM, 0.39 g/m3 for
HCL, 0.01 g/m3 for CO and 0.00 g/m3 for TOC. AQI of 8 locations is recorded satisfactory in study area.
From the overall study and evaluation of impacts, it can be concluded that the overall negative impacts
from various activities on different environmental parameters is negligible with proper EMP in place.
11.5 ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) No alternative site has been proposed as the expansion will be carried out in existing plant premises of
HPM Chemicals and Fertilizers Ltd. Project site is situated in Notified industrial area of RIICO Khushkhera.
Alternative technology study has been conducted with respect to fuel, manufacturing technology etc. and
best alternative has been suggested.
11.6 ENVIRONMENTAL MONITORING PLAN Post project environmental monitoring is/will be done as per MoEFCC/CPCB/RPCB guidelines by following
recommended/standard method approved by MoEFCC/CPCB. Regular record review is been and will be
done for change in financial requirement, parameter for environmental monitoring. Project proponent will
maintain the pollution load under permissible limit after expansion and will take necessary precautions to
maintain the same. Allotted Rs. 15.00 Lakhs towards laboratory for expansion project estimated Rs. 3.00
Lakhs/annum for Environmental Monitoring.
11.7 ADDITIONAL STUDIES The expansion project falls in the notified induatrial area of RIIICO notified in the year 1994 vide gazette
notification no. 4/6/Udyog/1/90 dtd. 26th August 1994. As per Office Memorandum No. J-11011/321/2016-
IA.II(I) dtd 27th April 2018; the public consultation (PH) is not applicable to this project. Risk assessment
study has been conducted on hazardous chemiclas stored at project site. Qualitative risk assessment study
has been done for the solid, corrosive and toxic chemicals which are stored in drums and bags. Quantitave
risk assessment study has been done on flammable and toxic chemicals which are stored in storage tanks
at project site. Major hazardous chemicals stored at site are Hexane, Dimethylformamide, Toluene and
Acetone on which worst case scenario has been considered. Quantitative risk study had concluded that the
hexane is the most hazardous chemical as its overpressure effect distance is within 1 km distance which
can be controlled by specific mitigation measure at place. Disaster Management Plan has been prepared
by linking it to district disaster management plan.
11.8 PROJECT BENEFITS Expansion project will give major physical, social benefit and ecological due to development of
infrastructure, generation of employment and by plantation. Expansion project would help in increasing
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living standard of the nearly populations/ habitants through CER program. Will upsurge the turnover of the
company and dependency on foreign company for the pesticide products.
11.9 ENVIRONMENTAL COST BENEFIT ANALYSIS During the scoping/ToR stage, no recommendation of environmental cost benefit analysis was suggested
by the appraisal committee. Moreover, expansion in Pesticide Manufacturing Unit from 900 TPA to 7140
TPA by HPM Chemicals and Fertilizers Ltd. formerly known as Hiundustan Pulverising Mills at SP-9C, SP-
9B & H1-39(O), RIICO Notified Industrial Area (vide gazette notification no. 4/6/Udyog/1/90 dtd. 26th August
1994) Khushkhera, Taluka – Tijara, District – Alwar, State – Rajasthan. Hence, conducting a detailed CBA
is deemed not necessary for this particular project.
11.10 ENVIRONMENTAL MANAGEMENT PLAN 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. Regular water sprinkling will be ensured by
Site supervisor to reduce PM concentration in the atmosphere. Regular maintenance of boiler, incinerator,
D.G.Set etc. will be ensured by the Site engineer and tagging system will be implemented. 35 kLD sewage
will be treated in 50 kLD STP, treated sewage will be reused for gardening and sprinkling, while STP
sludge will be used as manure within the premises. 124.73 kLD of wastewater will be treated through 150
kLD ETP followed by 125 + 25 KLD MEE, High COD effluent will be sent to proposed 200 kgs/hr
incinerator. Record keeping of all solid/ hazardous waste management statutory document will be ensured
by EHS Supervisir. Noise level within the plant premises is/will be measured regularly and will try to
maintain range within permissible limit. Various solvents like Hexane, DMF, Toluene, IPA, Methanol, MDC
etc. is/will be used at various stage of manufacturing process. Unit has well established solvent recovery
system which is up to 99 %. Project proponent had provided 30 Lakhs as a capital cost for Occupational
Health & Safety. HPMCFL has proposed 1% of project cost towards Corporate Environment Responsibility
(CER) i.e. Rs. 23.22 Lakhs based on the social need and environmental consequences. 60.44 m3 rain
water can be harvested in monsoon season. Proponent had proposed 1 Nos. of Rain water harvesting
tanks having capacity 50 KL each. Rs. 522 lakhs as a capital cost has been allotted as a capital cost for
EMS and Rs. 44.20 Lakhs/Month is allotted as a recurring cost for EMS. HPMCFL has Environmental and
safety Management Cell (EMC) to co-ordinate the project activities concerned with implementation of
environment control measures and management.
11.11 CONCLUSION Proposed project is located in RIICO Notified Industrial area (vide gazette notification no. 4/6/Udyog/1/90
dtd. 26th August 1994), Khushkhera and would not have any considerable impact on environment with
efficient mitigation measures implemented. The waste generation in form of gas (flue and process), effluent
and solid waste may have impacts on environmental parameters but the proponent has installed and
planned most efficient technologies for prevention of emission and treatment of effluent and sewage.
Further, the solid/hazardous waste will be disposed of through TSDF site. Hence there would not be any
considerable impacts on environment. With the implementation of the mitigation measures and EMP, the
expansion project activities will have positive beneficial effect on the local population, economic output and
other related facilities viz. employment, development of business, transportation etc. Risk assessment
including emergency response plan and DMP has been prepared to handle any sort of emergencies.
Hence looking to the overall project justification, process, pollution potential and pollution prevention
measures /technologies installed by proponent, environmental management activities of proponent; it has
been concluded that the project would not have any considerable impacts on environment as well as socio-
economic and ecological conditions of the project area after expansion. Hence expansion project is
considered environmentally safe.
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12 DISCLOSURE OF CONSULTANT ENGAGED
12.1 GENERAL HPM Chemicals and Fertilizers Ltd. formerly known as Hindustan Pulverising Mills has appointed Eco
Chem Sales & Services (ECSS) for carrying out this Environmental Impact Assessment Study as per the
EIA notification, 2006 as amended till date. ECSS has approved EIA coordinators and Field Area Experts
for undertaking Environmental and related studies in twenty two (22) approved sectors by NABET, Quality
Council of India, New Delhi.
12.2 BRIEF RESUME AND NATURE OF CONSULTANCY "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." Certificate is on
page i.
12.3 EIA TEAM MEMBER Table 12.1: EIA Team Member
Name of Internal Team Member
Activity / Area Involvement – Actual Work Performed Under Approved Expert
Dr. Ashok K. Rathoure
Quality Check
Project planning; team framing, work distribution, technical discussion with client, data collection, Review of each chapters in EIA report; Guidance in writing and modification in contents.
EIA Coordinator
Mr. Vinay S. Patil
EIA Report writing
Coordination for data collection, data analysis, coordination with FAEs, team members; compiling the primary & secondary data for EIA report; EIA/EMP report preparation
EC, All FAEs
RH Assisting in preparation of QRA report, DMP, writing about occupational health & safety.
FAE RH
EB Assisted FAE for identification of floral and faunal species; confirming local name and scientific name; EB report preparation.
FAE EB
Ms. Pruthvi Patoliya
Air Pollution Monitoring,
Prevention & Control (AP)
Assisting in identification of monitoring locations, coordination for baseline Air Quality Monitoring results from laboratory.
FAE AP
Mrs. Kanchan Prabha Rathoure
Socio Economic (SE)
Assisting in site visit and collection of secondary and primary data from the surrounding villages/area, identifying impacts due to proposed project and suggesting mitigation measures.
FAE SE
Mrs. Nazneen Mansuri
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
FAE WP
Mr. Rajat Gondaliya
Land use (LU) Site visit; coordination for data collection and data analysis; Assisted FAE for map preparation & report writing
FAE LU
12.4 LABORATORY NABL accredited Laboratory, Certificate No. T – 6603, dated 26/10/2017 which is valid upto 25/10/2019.