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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. 27 th April 2018
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Page 1: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

Page 2: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

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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

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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

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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.

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Page 8: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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)

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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

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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.

Page 11: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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.

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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.

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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

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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

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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

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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

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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)

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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

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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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Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 21

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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Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 2 22

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.

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Figure 2.5 Layout Plan

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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.

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Figure 2.6 Existing Water Balance Diagram

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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

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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

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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

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# 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

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# 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.

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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

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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

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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

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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

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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

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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

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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

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Figure: 2.8 Flow diagram of Existing ETP with capicities (25 kLD)

Detailed Technical Specification of existing ETP is attached as Annexure 14b.

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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

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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.

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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

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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

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# 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

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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.

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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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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 – 7 132

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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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 – 7 133

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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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 – 7 134

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

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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

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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

Page 164: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

Page 165: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

Page 166: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

Page 167: EXPANSION IN PESTICIDE MANUFACTURING PLANTenvironmentclearance.nic.in/writereaddata/EIA/241220188M...DECLARATION OF CONSULTANT Declaration by Experts contributing to the EIA of Expansion

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

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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

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

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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

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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

elih

oo

d

Ris

k

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

k

Se

ve

rity

Lik

elih

oo

d

Ris

k

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

elih

oo

d

Ris

k

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.

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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

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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

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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

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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.

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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.

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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

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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

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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

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Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 10 205

# 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

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Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 10 206

# 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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Eco Chem Sales & Services, Surat Doc no: 2017_ECSS_EIAI2_1700021 Chapter – 10 207

# 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.


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