M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD.
(UNIT-1) PLOT NO. 313/13 & 313/14, GIDC ESTATE,
ANKLESHWAR, DIST: BHARUCH - 393002, GUJARAT
ENVIRONMENTAL IMPACT & RISK ASSESMENT REPORT FOR
PROPOSED EXPANSION OF PESTICIDE INTERMEDIATES AND
SPECIALTY CHEMICALS IN EXISTING UNIT
March, 2017 to May, 2017
1
2
ENVIRONMENTAL IMPACT & RISK
ASSESSMENT REPORT
CLIENT
PROJECT TITLE
PROJECT NO.
:
:
:
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
PLOT NO. 313/13 & 313/14, GIDC ESTATE, ANKLESHWAR,
DIST: BHARUCH-393002, GUJARAT
ENVIRONMENTAL IMPACT & RISK ASSESMENT REPORT FOR
PROPOSED EXPANSION OF PESTICIDE INTERMEDIATES AND
SPECIALTY CHEMICALS IN EXISTING UNIT
701000
NABL Accredited Testing Laboratory
ISO 9001:2008 Certified Company
Aqua-Air Environmental Engineers P. Ltd.
403, Centre Point, Nr. Kadiwala School, Ring
Road, Surat - 395002
Prepared By:
NABL Accredited Testing Laboratory
ISO 9001:2008 Certified Company
Aqua-Air Environmental Engineers P. Ltd.
403, Centre Point, Nr. Kadiwala School, Ring
Road, Surat - 395002
NABL Accredited Testing Laboratory
ISO 9001:2008 Certified Company
Aqua-Air Environmental Engineers P. Ltd.
403, Centre Point, Nr. Kadiwala School, Ring
Road, Surat - 395002
Prepared By:
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-1
INDEX
SR. NO. TITLE PAGE NO.
INDEX I-1
LIST OF TABLE I-6
LIST OF FIGURE I-7
COPY OF TORs FROM MOEFCC, NEW DELHI I-8
COMPLIANCE OF TORs - MOEFCC, NEW DELHI I-21
1 CHAPTER 1: INTRODUCTION
1.1 BACKGROUND 1-1
1.1.1 PROMOTERS AND THEIR BACKGROUND 1-1
1.1.2 REGULATORY FRAMEWORK 1-1
1.1.3 JUSTIFICATION OF PROJECT 1-2
1.2 PROJECT DETAILS 1-2
1.2.1 TOTAL PROJECT COST 1-2
1.2.2 BREAK UP OF DIFFERENT LAND USE OF FACTORY 1-3
1.2.3 DETAILS ABOUT INFRASTRUCTURAL FACILITIES, PLANT MACHINERIES, ETC. 1-4
1.3 SALIENT FEATURES OF THE PROJECT 1-5
1.4 PURPOSE OF EIA 1-7
1.5 OBJECTIVES OF EIA 1-7
1.6 METHODOLOGIES FOR EIA 1-8
1.7 STRUCTURE OF REPORT 1-10
2 CHAPTER 2: PROJECT DESCRIPTION AND INFRASTRUCTURAL FACILITIES
2.1 BACKGROUND 2-1
2.2 LAND REQUIREMENT FOR THE PROJECT INCLUDING ITS BREAK UP FOR
VARIOUS PURPOSES, ITS AVAILABILITY
2-2
2.2.1 LAND POSSESSION DOCUMENTS. COPY OF NA ORDER SHOWING PERMISSION
TO USE THE PROJECT LAND FOR INDUSTRIAL PURPOSE. IF LOCATED IN GIDC,
COPY OF PLOT HOLDING CERTIFICATE OBTAINED FROM GIDC AUTHORITY
2-3
2.3 PROJECT SETTING 2-5
2.3.1 PROJECT SITE AND PLANT LAYOUT 2-5
2.4 LOCATION OF THE PROJECT SITE AND NEAREST HABITATS WITH DISTANCES 2-8
2.4.1 DISTANCE OF NEAREST KEY INFRASTRUCTURE FEATURES FROM PROJECT SITE 2-8
2.5 TECHNICAL DETAILS OF THE PLANT/S ALONG WITH DETAILS ON BEST
AVAILABLE TECHNOLOGIES (BAT)
2-10
2.6 PHASE WISE PROJECT IMPLEMENTATION SCHEDULE WITH BAR CHART AND
TIME FRAME, IN TERMS OF SITE DEVELOPMENT, INFRASTRUCTURE
PROVISION, EMS IMPLEMENTATION ETC.
2-10
2.7 CHEMICAL NAME OF EACH PROPOSED PRODUCT TO BE MANUFACTURED.
DETAILS ON END USE OF EACH PRODUCT
2-11
2.8 DETAILS ON RAW MATERIALS, SOURCE AND STORAGE WITHIN THE PREMISES 2-12
2.9 MANUFACTURING PROCESS, CHEMICAL REACTION AND MASS BALANCE OF
EACH PRODUCTS
2-14
2.10 WATER REQUIREMENT, WASTEWATER GENERATION AND MANAGEMENT 2-34
2.10.1 ASSESSMENT OF SOURCE OF THE WATER SUPPLY WITH ADEQUACY OF THE
SAME TO MEET WITH THE REQUIREMENTS FOR THE PROJECT. PERMISSION
OBTAINED FROM THE CONCERN AUTHORITY FOR SUPPLY OF RAW WATER
2-34
2.10.2 UNDERTAKING STATING THAT NO BORE WELL SHALL BE DUG WITHIN THE 2-35
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
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PREMISES (IF PROJECT IS LOCATED WITHIN THE INDUSTRIAL ESTATE).
2.10.3 WATER AND WASTEWATER 2-36
2.10.4 ETP DETAILS 2-39
2.10.5 PLANS FOR MANAGEMENT, COLLECTION AND DISPOSAL OF WASTE STREAMS
TO BE GENERATED FROM SPILLAGE, LEAKAGES, VESSEL WASHING, USED
CONTAINER WASHING ETC. MEASURES PROPOSED FOR PREVENTING
EFFLUENT DISCHARGE DURING UNFORESEEN CIRCUMSTANCES
2-41
2.10.6 UNDERTAKING STATING THAT A SEPARATE ELECTRIC METER WILL BE
PROVIDED FOR THE WASTE WATER TREATMENT SYSTEM VIZ. ETP, RO, MEE,
SPRAY DRYER ETC.
2-42
2.10.7 TREATED EFFLUENT DISCHARGE – CETP & CMEE MEMBERSHIP 2-43
2.11 AIR POLLUTION AND CONTROL SYSTEM 2-45
2.11.1 FLUE GAS EMISSION DETAILS 2-45
2.11.2 AIR POLLUTION CONTROL MEASURES (APCM) PROPOSED FOR PROCESS GAS
EMISSION
2-45
2.11.3 DETAILS OF UTILITIES 2-46
2.11.4 TYPE AND QUANTITY (MT/HR & MT/DAY) OF FUEL TO BE USED FOR EACH
UTILITY
2-47
2.11.5 PROCESS GAS EMISSION DETAILS 2-48
2.11.6 LIST THE PROJECT SPECIFIC SOURCES OF FUGITIVE EMISSION ALONG WITH ITS
QUANTIFICATION AND PROPOSED MEASURES TO CONTROL IT
2-49
2.12 HAZARDOUS WASTE GENERATION AND MANAGEMENT 2-51
2.12.1 MANAGEMENT PLAN FOR HAZARDOUS/SOLID WASTE INCLUDING STORAGE,
HANDLING, UTILIZATION AND SAFE DISPOSAL AS PER THE HAZARDOUS AND
OTHER WASTES (MANAGEMENT AND TRANSBOUNDARY MOVEMENT) RULES
2016. CPCB GUIDELINES IN RESPECT OF SPECIFIC TREATMENT, SUCH AS SOLAR
EVAPORATION, INCINERATION, ETC., NEED TO BE FOLLOWED
2-51
2.12.2 MANAGEMENT OF BY-PRODUCTS WHICH FALL UNDER THE PURVIEW OF THE
HAZARDOUS AND OTHER WASTES (MANAGEMENT AND TRANSBOUNDARY
MOVEMENT) RULES 2016 AS PER THE SAID RULES AND NECESSARY
PERMISSIONS FROM THE CONCERN AUTHORITY
2-52
2.12.3 MEMBERSHIP OF COMMON ENVIRONMENTAL INFRASTRUCTURE LIKE TSDF,
COMMON INCINERATION FACILITY (CHWIF), MEE, SPRAY DRYER ETC.
2-53
2.13 NOISE LEVEL AND CONTROL SYSTEM 2-54
3 CHAPTER 3: BASELINE ENVIRONMENTAL STATUS
3.1 INTRODUCTION 3-1
3.2 METHODOLOGY 3-2
3.2.1 STUDY PERIOD & FREQUENCY OF SAMPLING 3-2
3.2.2 METHOD OF ENVIRONMENTAL SAMPLING & ANALYSIS 3-3
3.2.3 BASELINE ENVIRONMENTAL STATUS 3-4
3.3 MICRO-METEOROLOGY OF THE AREA 3-4
3.3.1 TEMPERATURE DETAILS 3-5
3.3.2 RELATIVE HUMIDITY (RH) 3-6
3.3.3 RAINFALL 3-7
3.3.4 WIND SPEED 3-8
3.3.5 TEMPERATURE, RELATIVE HUMIDITY & WIND SPEED 3-9
3.3.6 WIND ROSE 3-10
3.4 AIR ENVIRONMENT 3-12
3.4.1 DESIGN OF NETWORK FOR AMBIENT AIR QUALITY MONITORING LOCATIONS 3-12
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
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3.4.2 METHODOLOGY FOR AMBIENT AIR QUALITY MONITORING 3-13
3.4.3 SUMMARY 3-18
3.5 NOISE ENVIRONMENT 3-19
3.5.1 METHODOLOGY FOR NOISE MONITORING 3-19
3.6 WATER ENVIRONMENT 3-23
3.6.1 METHODOLOGY FOR WATER QUALITY MONITORING 3-23
3.6.3 BASELINE GROUND WATER QUALITY 3-28
3.6.4 BASELINE SURFACE WATER QUALITY 3-28
3.7 LAND ENVIRONMENT 3-28
3.7.1 METHODOLOGY FOR SOIL MONITORING 3-28
3.7.2 SUMMARY OF SOIL QUALITY 3-33
3.8 GEOLOGICAL AND HYDROLOGICAL DATA 3-34
3.8.1 METHOD OF PREPARATION 3-34
3.8.2 DESCRIPTION OF GEOLOGICAL CLASSIFICATION 3-34
3.8.3 GEOLOGICAL MAP 3-34
3.8.4 HYDROLOGY 3-37
3.8.5 DRAINAGE PATTERN 3-39
3.9 LAND USE PATTERN 3-40
3.9.1 METHOD OF DATA PREPARATION 3-40
3.10 TOPOSHEET 3-44
3.11 ECOLOGICAL INFORMATION 3-45
3.11.1 PHYSIOGRAPHY 3-46
3.11.2 FOREST 3-46
3.11.3 FLORA 3-47
3.11.4 FAUNA 3-50
3.12 SOCIO - ECONOMIC ENVIRONMENT 3-52
3.12.1 DEMOGRAPHY 3-52
3.12.2 LITERACY RATE 3-55
3.12.3 OCCUPATIONAL STRUCTURE 3-57
3.12.4 AMENITIES 3-58
4 CHAPTER 4: ANTICIPATED ENVIRONMENTAL IMPACTS & MITIGATION MEASURES
4.1 IDENTIFICATION OF IMPACTS 4-1
4.2 PREDICTIONS AND EVALUATION OF IMPACTS 4-8
4.2.1 WATER ENVIRONMENT 4-8
4.2.2 AIR ENVIRONMENT 4-9
4.2.3 NOISE ENVIRONMENT 4-19
4.2.4 HAZARDOUS WASTE DETAILS 4-19
4.2.5 INFRASTRUCTURE AND SERVICES 4-20
4.2.6 ENVIRONMENTAL HAZARD 4-20
4.2.7 HOUSING 4-20
4.2.8 ECOLOGY 4-21
4.3 MATRIX REPRESENTATION 4-25
4.3.1 CUMULATIVE IMPACT CHART 4-25
5 CHAPTER 5: ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)
5.1 ANALYSIS OF ALTERNATIVES (TECHNOLOGY) 5-1
5.2 ANALYSIS OF ALTERNATIVES (SITE) 5-2
6 CHAPTER 6: ENVIRONMENTAL MONITORING PLAN
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
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6.1 PROJECT ENVIRONMENT MONITORING PLAN 6-1
6.2 LABORATORY FACILITIES 6-1
6.2.1 DOCUMETATION & RECORDS 6-2
6.3 POST PROJECT MONITORING PLAN 6-3
6.3.1 MONITORING METHODOLOGIES 6-4
6.4 ENVIRONMENT POLICY 6-5
6.5 ENVIRONMENTAL MANAGEMENT CELL 6-6
6.6 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
6-8
7 CHAPTER 7: RISK ASSESSMENT & DISASTER MANAGEMENT PLAN
7.1 RISK ASSESSMENT 7-1
7.1.1 INTRODUCTION 7-1
7.1.2 APPROACH TO THE STUDY 7-1
7.1.3 METHODOLOGY 7-2
7.1.4 HAZARD IDENTIFICATION 7-4
7.2 SAFETY PRECAUTIONS 7-9
7.3 PRECAUTIONS DURING STORAGE AND TRANSPORTATION OF HAZARDOUS
CHEMICALS
7-11
7.4 HAZARD IDENTIFICATION 7-12
7.5 CONSEQUENCE ANALYSIS 7-13
7.5.1 DAMAGE CRITERIA 7-15
7.5.2 MAXIMUM CREDIBLE LOSS ACCIDENT SCENARIOS 7-19
7.5.2.1 CONSEQUENCE ANALYSIS CALCULATIONS 7-20
7.5.2.2 SOFTWARE USED FOR CALCULATIONS 7-20
7.5.2.3 SCENARIOS 7-23
7.5.3 RISK ASSESSMENT SUMMARY 7-32
7.5.4 OTHER RISK REDUCTION OPPORTUNITIES 7-35
7.5.5 RECOMMENDATIONS FOR ALARP 7-35
7.5.6 FIRE FIGHTING SYSTEM 7-37
7.6 DISASTER MANAGEMENT PLAN 7-38
7.7 COMMMUNICATION SYSTEM 7-49
7.8 ACTION ON SITE 7-54
7.9 OFF – SITE EMERGENCY PLAN 7-65
7.10 OCCUPATIONAL HEALTH AND SAFETY 7-69
7.11 TRAINING, REHERASAL & RECORDS 7-78
7.12 LEAK DETECTION AND REPAIR (LDAR) PROGRAM 7-79
7.13 CHECKLIST OF DO’S & DON’TS OF PREVENTIVE MAINTENANCE,
STRENGTHENING OF HSE, MANUFACTURING UTILITY STAFF FOR SAFETY
RELATED MEASURES.
7-82
7.14 DETAILS ON VARIOUS SOP TO BE PREPARED. 7-86
7.15 PROCESS SAFETY 7-86
8 CHAPTER 8: PROJECT BENEFITS
8.1 BACKGROUND 8-1
8.2 ENVIRONMENT 8-1
8.3 EXPORTS 8-1
8.4 EMPLOYMENT GENERATION 8-2
8.5 SOCIO-ECONOMIC DEVELOPMENT ACTIVITIES 8-2
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
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9 CHAPTER 9: ENVIRONMENTAL COST BENEFIT ANALYSIS
9.1 ENVIRONMENTAL COST BENEFIT ANALYSIS 9-1
10 CHAPTER 10: ENVIRONMENTAL MANAGEMENT PLAN
10.1 BACKGROUND 10-1
10.2 OBJECTIVES OF ENVIRONMENTAL MANAGEMENT PLAN 10-1
10.3 ENVIRONMENT MANAGEMENT CELL 10-2
10.4 ENVIRONMENTAL MANAGEMENT PLAN 10-4
10.4.1 WATER ENVIRONMENT 10-5
10.4.2 AIR ENVIRONMENT 10-6
10.4.3 NOISE ENVIRONMENT 10-11
10.4.4 LAND ENVIRONMENT 10-13
10.5 IDENTIFICATION OF RECYCLE/REUSE, CLEANER PRODUCTION AND CO-
PROCESSING OPTION OF HAZARDOUS WASTE
10-15
10.6 GREEN BELT DEVELOPMENT 10-16
10.7 MEASURES FOR CONSERVATION OF ENERGY 10-18
10.8 SKILLED AND TRAINED MANPOWER 10-19
10.9 CAPITAL COST FOR ENVIRONMENTAL MANGEMENT 10-19
10.10 ACTION PLAN FOR TRANSPORTATION OF RAW MATERIALS AND PRODUCTS 10-20
11 CHAPTER 11: EXECUTIVE SUMMARY & CONCLUSION
11.1 INTRODUCTION 11-1
11.2 PRODUCT AND CAPACITY 11-1
11.3 DESCRIPTION OF THE ENVIRONMENT 11-2
11.4 WATER CONSUMPTION, WASTE WATER GENERATION AND TREATMENT 11-4
11.5 AIR POLLUTION SOURCE AND CONTROL MEASURE 11-4
11.6 HAZARDOUS WASTE 11-5
11.7 GREEN BELT 11-5
11.8 POWER & FUEL REQUIREMENTS 11-5
11.9 DETAILS OF HAZARDOUS CHEMICALS STORAGE 11-6
11.10 CAPITAL AND RECURRING COST EARMARKED FOR ENVIRONMENTAL
PROTECTION MEASURES
11-6
11.11 CONCLUSION 11-7
12 CHAPTER 12: DISCLOSURE OF CONSULTANTS ENGAGED 12-1
LIST OF ANNEXURES A-1
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
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LIST OF TABLES
TABLE NO. TITLE PAGE NO.
1.1 BREAK UP OF PROJECT COST 1-2
1.2 LAND BREAKUP 1-3
1.3 LIST OF MACHINERIES AND EQUIPMENT 1-4
2.1 DISTANCE OF NEAREST KEY INFRASTRUCTURE FEATURES FROM PROJECT SITE 2-8
2.2 LIST OF PRODUCTS WITH PRODUCTION CAPACITY 2-11
2.3 LIST OF RAW MATERIALS 2-12
2.4 WATER CONSUMPTION AND WASTEWATER GENERATION 2-37
2.5 HAZARDOUS WASTE GENERATION & DISPOSAL 2-51
3.1 FREQUENCY OF ENVIRONMENTAL MONITORING 3-2
3.2 METHOD OF ENVIRONMENTAL SAMPLING & ANALYSIS 3-3
3.3 TEMPERATURE DATA 3-5
3.4 RELATIVE HUMIDITY DATA 3-6
3.5 RAINFALL DATA 3-7
3.6 WIND SPEED DATA 3-8
3.7 SITE SPECIFIC METEOROLOGICAL DATA 3-9
3.8 LOCATIONS OF THE AMBIENT AIR QUALITY MONITORING STATIONS 3-14
3.9 AMBIENT AIR QUALITY STATUS 3-16
3.10 NOISE LEVELS 3-20
3.11 DETAILS OF WATER QUALITY MONITORING LOCATIONS 3-23
3.12 GROUND WATER QUALITY 3-25
3.13 DETAILS OF SOIL SAMPLING LOCATIONS 3-29
3.14 PHYSICO-CHEMICALS CHARACTERISTICS OF SOIL 3-31
3.15 DESCRIPTION OF GEOLOGICAL CLASSIFICATION AND AREA UNDER DIFFERENT
FORMATIONS
3-35
3.16 AREAS UNDER DIFFERENT LANDUSE 3-42
3.17 LIST OF FLORA 3-47
3.18 LIST OF FAUNA 3-50
3.19 DEMOGRAPHIC DATA 3-52
3.20 POPULATION DENSITY 3-54
3.21 LITERACY RATE 3-55
3.22 OCCUPATIONAL STRUCTURE 3-57
3.23 DETAILS OF AMMENITIES AVAILABLE IN STUDY AREA 3-59
4.1 DETAILS OF EMISSION FROM STACK & VENTS 4-10
4.2 SUMMARY OF ISCST3 MODEL OUTPUT FOR PM, SO2, NOX, HCL (EXISTING) 4-14
4.3 SUMMARY OF ISCST3 MODEL OUTPUT FOR PM, SO2, NOX, HCL (PROPOSED) 4-18
4.4 PREDICTED AMBIENT AIR QUALITY FOR SPM, SO2, NOX, HCL, NH3 4-19
4.5 IMPACT IDENTIFICATION MATRIX 4-26
4.6 CONSTRUCTION & OPERATION STAGE POTENTIAL IMPACTS & MITIGATIVE MEASURES 4-28
4.7 ENVIRONMENTAL IMPACT MATRIX 4-30
4.8 CUMULATIVE IMPACT CHART 4-34
6.1 PROJECT ENVIRONMENT MONITORING PLAN 6-3
6.2 METHOD OF ENVIRONMENTAL SAMPLING & ANALYSIS 6-4
7.1 STORAGE AND HANDLING DETAILS OF HAZARDOUS CHEMICALS 7-6
7.2 OTHER HAZARDS AND CONTROL 7-7
7.3 HAZARDOUS PROPERTIES OF THE CHEMICALS, COMPATIBILITIES, SPECIAL HAZARD 7-8
7.4 POSSIBLE ACCIDENT SCENARIOS 7-23
10.1 ENVIRONMENT MANAGEMENT PLAN 10-4
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LIST OF FIGURES
FIGURE NO. TITLE PAGE NO.
1.1 ACTIVITIES, SOURCES OF INFORMATION AND CONTENTS OF EIA REPORT 1-12
2.1 LAYOUT OF THE PLANT 2-2
2.2 LOCATION OF THE PROJECT SITE 2-5
2.3 PHOTOGRAPHS OF PLANT 2-7
2.4 KEY INFRASTRUCTURE 2-9
3.1A WIND ROSE DIAGRAM 3-10
3.1B STABILITY CLASS DISTRIBUTION 3-11
3.2 LOCATIONS OF THE AMBIENT AIR, NOISE, WATER AND SOIL MONITORING STATIONS 3-21
3.3 MAJOR GEOLOGICAL FEATURES 3-36
3.4 HYDROGEOLOGICAL MAP 3-38
3.5 DRAINAGE PATTERN 3-39
3.6 PROCESS METHODOLOGY 3-41
3.7 LANDUSE / LANDCOVER 3-43
3.8 TOPOSHEET 3-44
3.9 POPULATION DENSITY 3-54
3.10 LITERACY DATA 3-56
4.1 IMPACT NETWORK 4-2
4.2 ISOPLETHS (EXISTING) 4-11
4.3 ISOPLETHS (PROPOSED) 4-15
6.1 ORGANOGRAM OF ENVIRONMENT MANAGEMENT CELL 6-7
7.1 QRA METHODOLOGY 7-2
7.2 FLOW CHART FOR QUANTITATIVE RISK ASSESSMENT 7-3
7.3 HAZARDOUS CHEMICAL STORAGE AREA 7-5
10.1 ORGANOGRAM OF ENVIRONMENT MANAGEMENT CELL 10-3
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COPY OF TORs FROM MoEFCC, NEW DELHI
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COMPLIANCE OF TERMS OF REFERENCES (TORs) – MoEFCC, NEW DELHI
Sr.
No.
TOR Point Compliance Status
Specific TOR
1. Details on solvents to be used, measures for solvent recovery and
for emissions control.
Details on solvents to be used, measures for solvent
recovery and for emissions control is referred in Section-
7-12, Chapter-7 in EIA Report (Page No. 7-79 to 7-81).
2. Details of process emissions from the proposed unit and its
arrangement to control.
Details of process emissions from the proposed unit is
referred as Section-2.11.5, Chapter-2 in EIA Report (Page
No. 2-45).
3. Ambient air quality data should include VOC, other process-
specific pollutants* like NH3*, chlorine*,
HCl*, HBr*, H2S*, HF*,etc.,(*-as applicable)
Ambient air quality data is referred in Table-3.9, Section-
3.4.2, Chapter-3 in EIA Report (Page No. 3-16 to 3-18).
4. Work zone monitoring arrangements for hazardous chemicals. Hazardous Chemicals will be within the TLV/ PEL as per
ACGIH recommendation and will be monitored using gas
monitor and work place ambient air monitoring will be
provided.
5. Detailed effluent treatment scheme including segregation of
effluent streams for units adopting 'Zero' liquid discharge.
Detailed effluent treatment scheme is referred in Section-
2.10.4, Chapter-2 in EIA Report (Page No. 2-39 to 2-40).
6. Action plan for odour control to be submitted. Action plan for odour control is referred as Section-
10.4.2.2, Chapter-10 in EIA Report (Page No. 10-8 to 10-
10).
7. A copy of the Memorandum of Understanding signed with
cement manufacturers indicating clearly that they co-process
organic solid/hazardous waste generated.
Company will make the Memorandum of Understanding
signed with cement manufacturers after getting EC and
CTE.
8. Authorization/Membership for the disposal of liquid effluent in
CETP and solid/hazardous waste in TSDF, if any.
Common MEE membership for the disposal of liquid
effluent is referred as Section-2.10.7 and TSDF
membership for disposal of solid/hazardous waste is
referred as Section-2.12.3, Chapter-2 in EIA Report (Page
No. 2-43 & 2-53).
9. Action plan for utilization of MEE/dryers salts. Company will not install MEE/dryer. Hence this point is
Not Applicable.
10. Material Safety Data Sheet for all the Chemicals are being
used/will be used.
Material Safety Data Sheet for all the Chemicals is
referred as Annexure-9 in EIA Report.
11. Authorization/Membership for the disposal of solid/hazardous
waste in TSDF.
Membership for disposal of solid/hazardous waste in
TSDF is referred as Section-2.12.3, Chapter-2 in EIA
Report (Page No. 2-53).
12. Details of incinerator if to be installed. Company will not install the incinerator.
13. Risk assessment for storage and handling of hazardous
chemicals/solvents. Action plan for handling & safety system to
be incorporated.
Risk assessment is referred as Chapter-7 and Action plan
for handling & safety system is referred as Section 7.2,
Chapter-7 in EIA Report (Page No. 7-9 to 7-13).
14. Arrangements for ensuring health and safety of workers engaged
in handling of toxic materials.
Occupational health and safety is referred as Section 7.10,
Chapter-7 in EIA Report (Page No. 7-69 to 7-77).
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-22
Sr.
No.
TOR Point Compliance Status
Standard TOR
1 Executive Summary Executive Summary is referred as Chapter-11 in EIA Report.
2 Introduction
i Details of the EIA Consultant including NABET accreditation EIA Consultants, M/s. Aqua-Air Environmental Engineers Pvt.
Ltd. has obtained stay order from Hon'ble High Court of
Gujarat against Notification of NABET accreditation scheme
of MoEFCC, New Delhi.
ii Information about the project proponent Information about the project proponent is referred in
Section-1.1.1, Chapter-1 in EIA Report. (Page No. 1-1).
iii Importance and benefits of the project Importance and benefits of the project is referred in Section-
1.1.3, Chapter-1 in EIA Report. (Page No. 1-2).
3 Project Description
i Cost of project and time of completion Cost of Project = 3.5 Crores.
Time of completion = Proposed Expansion is within the
existing premises.
ii Products with capacities for the proposed project Products with capacities is referred as Section-2.7, Chapter-2
in EIA Report. (Page No. 2-11).
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 products with capacities is referred as Section-2.7,
Chapter-2 in EIA Report. (Page No. 2-11).
iv List of raw materials required and their source along with mode
of transportation
List of raw materials required is referred in Table-2.3,
Section-2.8, Chapter-2 in EIA Report. (Page No.2-12)
v Other chemicals and materials required with quantities and
storage capacities
Other chemicals and materials is referred in Table-7.1,
Chapter-7 in EIA Report. (Page No. 7-6).
vi Details of Emission, effluents, hazardous waste generation and
their management
Details of emission is referred as Section-2.11, effluent is
referred in Section-2.10.4, hazardous waste is referred in
Section-2.12, Chapter-2 in EIA Report. (Page No. 2-45, 2-39,
2-51).
vii Requirement of water, power, with source of supply, status of
approval, water balance diagram, man-power requirement
(regular and contract)
Water requirement is referred in Section-2.10.3, Chapter-2 in
EIA Report (Page No. 2-36), power required is 200 KVA from
GEB and manpower requirement is 60 employees.
viii Process description along with major equipments and
machineries, process flow sheet (quantities) from raw material to
products to be provided
Process description is referred as Section-2.9, plant
machineries required is referred in Section-2.5, Chapter-2 in
EIA Report (Page No. 2-10 & 2-14 to 2-33).
ix Hazard identification and details of proposed safety systems Hazard identification is referred in Section-7.1.4, Chapter-7
in EIA Report. (Page No. 7-4).
x Expansion/modernization proposals
a Copy of all the Environmental Clearance(s) including Amendments
thereto obtained for the project from MoEF/SEIAA shall be
attached as an Annexure. A certified copy of the latest 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
Copy of all the CC&A obtained for the project from
MoEF/SEIAA is attached as Annexure-10 in EIA Report.
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-23
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
Copy of all the CC&A obtained for the project from
MoEF/SEIAA is attached as Annexure-10 in EIA Report.
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 is referred as Section-2.3.1,
Chapter-2 in EIA Report (Page No. 2-6).
ii A toposheet of the study area of radius of 10km and site location
on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-
sensitive areas and environmentally sensitive places)
A toposheet of the study area of radius of 10km is referred
as Figure-3.8, Section-3.10, Chapter-3 in EIA Report (Page
No. 3-44).
iii Details w.r.t. option analysis for selection of site Proposed expansion is within the existing premises.
iv Co-ordinates (lat-long) of all four corners of the site Longitude 73°01'16.81"E and Latitude 21°37'24.67"N.
v Google map-Earth downloaded of the project site Google map-Earth downloaded of the project site is
referred in Figure-2.2, Section-2.3.1, Chapter-2 in EIA
Report (Page No. 2-6).
vi Layout maps indicating existing unit as well as proposed unit
indicating storage area, plant area, greenbelt area, utilities etc. If
located within an Industrial area/Estate/Complex, layout of
Industrial Area indicating location of unit within the Industrial
area/Estate
Layout map of plant is referred as Figure-2.1, Section-2.2,
Chapter-2 in EIA Report (Page No. 2-2).
vii Photographs of the proposed and existing (if applicable) plant site.
If existing, show photographs of plantation/greenbelt, in particular
Photographs of plant site is referred as Figure-2.3, Section-
2.3.1, Chapter-2 in EIA Report (Page No. 2-7).
viii Landuse break-up of total land of the project site (identified and
acquired), government/private – agricultural, forest, wasteland,
water bodies, settlements, etc shall be included. (not required for
industrial area)
Land use break-up of total land of the project site is
referred as, Section-2.2, Chapter-2 in EIA Report (Page No.
2-1).
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
A list of major industries with name is referred in Table-
2.1, Section-2.4.1 Chapter-2 in EIA Report (Page No. 2-8)
and land use details is referred as Section-3.9, Chapter-3 in
EIA Report (Page No. 3-40).
x Geological features and Geo-hydrological status of the study area
shall be included
Geological features and Geo-hydrological status of the
study area is referred in Section-3.8, Chapter-3 in EIA
Report (Page No. 3-34 to 3-38).
xi Details of Drainage of the project upto 5km radius of study area. If
the site is within 1 km radius of any major river, peak and lean
season river discharge as well as flood occurrence frequency based
on peak rainfall data of the past 30 years. Details of Flood Level of
the project site and maximum Flood Level of the river shall also be
provided. (mega green field projects)
Drainage pattern is referred in Figure-3.5, Section-3.8.5,
Chapter-3 in EIA Report (Page No.3-39).
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
The land is owned by the applicant. For plot allotment
letter, Refer Section-2.2.1, Chapter-2 in EIA Report (Page
No. 2-3).
xiii R&R details in respect of land in line with State Government policy R&R policy is not applicable.
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-24
5 Forest and wildlife related issues (if applicable)
6 Environmental Status
i Determination of atmospheric inversion level at the project site
and site-specific micrometeorological data using temperature,
relative humidity, hourly wind speed and direction and rainfall.
Determination of atmospheric inversion level is referred in
Section-3.3, Chapter-3 in EIA Report (Page No. 3-5 to 3-11).
ii AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2,
NOx, CO and other parameters relevant to the project shall be
collected. The monitoring stations shall be based CPCB guidelines
and take into account the pre-dominant wind direction, population
zone and sensitive receptors including reserved forests.
AAQ data is referred in Table-3.9, Section-3.4.2, Chapter-3
in EIA Report (Page No. 3-16).
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 is referred in Table-3.9,
Section-3.4.2, Chapter-3 in EIA Report (Page No. 3-16).
v Whether the site falls near to polluted stretch of river identified by
the CPCB/MoEF&CC, if yes give details
No site does not falls near to polluted stretch of river
identified by the CPCB/MoEF&CC.
vi Ground water monitoring at minimum at 8 locations shall be
included
Ground water monitoring is referred as Table-3.12,
Section-3.6.1, Chapter-3 in EIA Report (Page No. 3-25).
vii Noise levels monitoring at 8 locations within the study area Noise levels monitoring is referred as Table-3.10, Section-
3.5.1, Chapter-3 in EIA Report (Page No. 3-22).
viii Soil Characteristic as per CPCB guidelines Soil Characteristic is referred in Table-3.14, Section-3.7.1,
Chapter-3 in EIA Report (Page No. 3-31).
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:
type of vehicles and frequency:
1) Containers – 1 Nos.
2) Truck – 6 Nos.
3) Tempo -7 Nos.
4) Car – 5 Nos.
5) Loaders- 1 Nos.
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.
Description of flora is referred as Table-3.17, Section-
3.11.3 and fauna is referred as Table-3.18, Section-3.11.4,
Chapter-3 in EIA Report (Page No. 3-47).
xi Socio-economic status of the study area Socio-economic status is referred as Section-3.12, Chapter-
3 in EIA Report (Page No. 3-52).
7 Impact and Environment Management Plan
i Assessment of ground level concentration of pollutants from the
stack emission based on site-specific meteorological features. In
case the project is located on a hilly terrain, the AQIP Modelling
shall be done using inputs of the specific terrain characteristics for
determining the potential impacts of the project on the AAQ.
Cumulative impact of all sources of emissions (including
transportation) on the AAQ of the area shall be assessed. Details of
the model used and the input data used for modeling 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
Details of the model used and the input data used for
modeling is referred in Section-4.2.2 and air quality
contours plotted on a location map showing the location of
project site, habitation nearby, is referred in Figure-4.2,
Chapter-4 in EIA Report (Page No. 4-9 to 4-19).
ii Water Quality modeling – in case of discharge in water body Not Applicable
iii Impact of the transport of the raw materials and end products on
the surrounding environment shall be assessed and provided. In
this regard, options for transport of raw materials and finished
products and wastes (large quantities) by rail or rail-cum road
transport or conveyor-cum-rail transport shall be examined
Impact of the transport of the raw materials and end
products on the surrounding environment is referred as
Section-10.10, Chapter-10 in EIA Report (Page No. 10-20).
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-25
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
Complete scheme of effluent treatment scheme is referred
in Section-2.10.4, Chapter-2 in EIA Report (Page No. 2-39
to 2-40).
v Details of stack emission and action plan for control of emissions to
meet standards
Details of stack emission is referred in Section-2.11,
Chapter-2 in EIA Report (Page No. 2-45).
vi Measures for fugitive emission control Measures for fugitive emission control is referred in
Section-2.11.6, Chapter-2 in EIA Report (Page No. 2-49).
vii Details of hazardous waste generation and their storage, utilization
and management. Copies of MOU regarding utilization of solid and
hazardous waste in cement plant shall also be included. EMP shall
include the concept of waste-minimization, recycle/reuse/recover
techniques, Energy conservation, and natural resource
conservation.
Hazardous waste generation and their storage, utilization
and management is referred in Section-2.12, Chapter-2 in
EIA Report (Page No. 2-51). Concept of waste-
minimization, recycle/reuse/recover techniques is referred
as Section-10.5 and energy conservation, and natural
resource conservation is referred as Section-10.7, Chapter-
10 in EIA Report (Page No. 10-15, 10-18).
viii Proper utilization of fly ash shall be ensured as per Fly Ash
Notification, 2009. A detailed plan of action shall be provided
Not Applicable
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
Green belt development is referred as Section-10.6,
Chapter-10 in EIA Report (Page No. 10-16).
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
Rain water harvesting is not possible in pesticide unit due
to decontamination.
xi Total capital cost and recurring cost/annum for environmental
pollution control measures shall be included
Total capital cost is referred as Section-10.9, Chapter-10 in
EIA Report (Page No. 10-19).
xii Action plan for post-project environmental monitoring shall be
submitted
Post-project environmental monitoring is referred as
Section-6.3, Chapter-6 in EIA Report (Page No. 6-3).
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 Disaster Preparedness is referred as Section-7.8,
Offsite Disaster Preparedness is referred as Section-7.9 and
Disaster management plan is referred as Section-7.6,
Chapter-7 in EIA Report (Page No. 7-38, 7-54 to 7-69).
8 Occupational health
i Plan and fund allocation to ensure the occupational health & safety
of all contract and casual workers
Plan and fund allocation for occupational health & safety
of all contract and casual workers will be Rs. 10
Lakhs/Annum,
ii Details of exposure specific health status evaluation of worker. If
the workers’ health is being evaluated by pre designed format,
chest x rays, Audiometry, Spirometry, Vision testing (Far & Near
vision, Colour vision and any other ocular defect) ECG, during pre
placement and periodical examinations give the details of the
same. Details regarding last month analyzed data of above
mentioned parameters as per age, sex, duration of exposure and
department wise
Details of exposure specific health status evaluation of
worker is referred in Section-7.10.1.8, Chapter-7 in EIA
Report (Page No. 7-71).
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 is referred in Section-7.10,
Chapter-7 in EIA Report (Page No. 7-69).
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-26
iv Annual report of heath status of workers with special reference to
Occupational Health and Safety.
Occupational Health and Safety is referred in Section-7.10,
Chapter-7 in EIA Report (Page No. 7-69).
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
Environment Policy is referred as Section-6.4, Chapter-6 in
EIA Report (Page No. 6-5).
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
Environment Policy is referred as Section-6.4, Chapter-6 in
EIA Report (Page No. 6-5).
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.
Hierarchical system of the company to deal with the
environmental issues is referred in Figure-6.1, Section-6.5,
Chapter-6 in EIA Report (Page No. 6-7).
iv Does the company have system of reporting of non compliances /
violations of environmental norms to the Board of Directors of the
company and / or shareholders or stakeholders at large? This
reporting mechanism shall be detailed in the EIA report
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 is
referred as Section-6.6, Chapter-6 in EIA Report (Page No.
6-8).
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 such as sanitation, restroom etc.
will be provided to the labour force as well as to the casual
workers including truck drivers during operation phase.
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
Adequate funds earmarked towards the Enterprise Social
Commitment is referred in Section-8.5, Chapter-8 in EIA
Report (Page No. 8-3).
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 litigation pending against the project.
13 A tabular chart with index for point wise compliance of above
TORs.
As Above
14 The TORs prescribed shall be valid for a period of three years for
submission of the EIA-EMP reports.
Complied
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD.ENVIRONMENTAL IMPACT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat
Sept. 28, 2018
We, Shree Chemopharma Ankleshwar Pvt. Ltd.
prepared by M/s. Aqua-Air Environmental Engrs
Pesticide Intermediates and Specialty Chemicals
313/14, GIDC Estate, Ankleshwar
Thanking You.
Yours faithfully,
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UnitENVIRONMENTAL IMPACT ASSESSMENT REPORT
Air Environmental Engineers Pvt. Ltd., Surat
UNDERTAKING
Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1), own this EIA Report
Air Environmental Engrs. P. Ltd., Surat for Proposed
Pesticide Intermediates and Specialty Chemicals in existing unit at P
nkleshwar, Dist: Bharuch (Guj.).
(Unit-1)
I-27
, own this EIA Report
roposed Expansion of
at Plot No. 313/13 &
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-28
Declaration by Experts Contributing to the EIA Report of
Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1), Plot No. 313/13 & 313/14, GIDC
Estate, Ankleshwar, Dist: Bharuch-393002 (Guj.).
EIA COORDINATOR
Name Signature
Mr. Chetan R. Kabariya
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-29
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (Unit-1) ENVIRONMENTAL IMPACT ASSESSMENT REPORT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat I-30
M/s. SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD.ENVIRONMENTAL IMPACT
Prepared By: Aqua-Air Environmental Engineers Pvt. Ltd., Surat
Declaration by Head of the Organization
I, Jayesh Patel, hereby confirm that the above mentioned team members were involved in
preparation of EIA Report of M/s.
confirm that I shall be fully accou
statement.
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UnitENVIRONMENTAL IMPACT ASSESSMENT REPORT
Air Environmental Engineers Pvt. Ltd., Surat
Declaration by Head of the Organization
hereby confirm that the above mentioned team members were involved in
preparation of EIA Report of M/s. Shree Chemopharma Ankleshwar Pvt. Ltd
confirm that I shall be fully accountable for any misleading information mentioned in this
(Unit-1)
I-31
hereby confirm that the above mentioned team members were involved in
Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1). I also
ntable for any misleading information mentioned in this
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 1- 1
CHAPTER – 1:
INTRODUCTION
1.1 BACKGROUND
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) Proposes expansion of pesticide
intermediates and specialty chemicals in existing unit at Plot No. 313/13 & 313/14, GIDC
Industrial Estate, Ankleshwar-393002, Dist. Bharuch, Gujarat.
1.1.1 Promoters and their Back Ground
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) is a Pvt. Ltd. company, having
three directors. The detail of project proponent is as below:
Sr.
No.
Name of Directors Address Phone No.
1. Mr. Jay S. Dave M/s. Shree Chemopharma
Ankleshwar Pvt. Ltd. (Unit-1)
Plot No. 313/13 & 313/14, GIDC
Estate, Ankleshwar-393 002,
District: Bharuch, Gujarat
9909242468
2. Mr. Suresh Dave --
3. Mrs. Ritaben S. Dave --
1.1.2 Regulatory Framework
For proposed expansion; following assumptions has been considered:
a. Capacity of Plant 325 MT/Month
b. Total working days in a year 335
c. Raw material storage facility for 15 days
d. Finished product storage for 15 days
e. Solvent Storage facility for 20 days
1.1.3 Justification of Project
The demand for products intended to be manufacture is increasing in the country. M/s.
Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) will be able to meet the demand of
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 1- 2
various products locally. The project will save forex as certain products import will be
reduced. This will also generate direct and indirect employment opportunity for various
levels of people.
1.2 PROJECT DETAILS
1.2.1 Total Project Cost
Total capital investment for the proposed project is Rs. 3.5 Crores (Existing: Rs. 2.5 crores
and Proposed: Rs. 1.0 Crores).
TABLE 1.1
BREAK UP OF PROJECT COST
Sr. Particulars Amount
(Rs. In Lakhs)
1 Total Cost of Project 300
2 Capital cost of air & water pollution control system
and environmental monitoring equipments
50
3 Recurring Cost for EMS 50
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
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EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 1- 3
1.2.2 Plot Area
Total 1,400 sq. meter land area is available at site; out of this area about 220 sq. meter
(15.71%) area is covered as greenbelt and other forms of greenery.
TABLE 1.2
BREAK UP OF DIFFERENT LAND USE OF FACTORY
Sr.
No.
Land use Total area
(Sq. Mt.)
1 Production Plants 250
2 Parking NA
3 Security Building 4
4 Effluent Treatment plant 130
5 Utility 120
6 Raw Material and Finished Products Storage 236
7 Gas Tonner Storage NA
8 Tank Farm Area 85
9 Green Belt 220
10 Road 355
TOTAL 1,400
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 1- 4
1.2.3 Exact Details about Infrastructural Facilities, Plant Machineries, etc. Required for the
Proposed Project
TABLE 1.3
LIST OF MACHINERIES AND EQUIPMENTS
SR
NO.
MACHINERY CAPACITY EXISTING
NOS
PROPOSED
NOS
TOTAL
NOS
1 S.S Reactor 5000 LTR 8 2 10
2 S.S Reactor 3000 LTR 1 0 1
3 S.S Reactor 2000 LTR 3 0 3
4 HDPE REACTOR 5000 LTR 1 0 1
5 CENTRIFUGE S.S BASKET 48˝ Dia. 2 0 2
6 CENTRIFUGE S.S BASKET 36” Dia. 1 0 1
7 AGITATED NUTSCHE FILTER 5000 LTR 1 0 1
8 ROATARY VACCUME DRYER SS 3000 KGS 1 1 2
9 TRAY DRYER 96 TRAYS 6 0 6
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
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1.3 SALIENT FEATURES OF THE PROJECT & INFRASTRUCTURE FACILITIES INCLUDING
POWER SOURCES
Sr.
No.
Salient Features Details
1 Location of project
Longitude & Latitude
Plot No. 313/13 & 313/14, GIDC Estate,
Ankleshwar, Dist: Bharuch, Gujarat
73° 1'16.81"E and 21°37'24.67"N
2 Status of Land acquisition Land is already acquired
3 Land area of project site 1,400 sq. meters
4 Fuel to be used
Existing: Natural Gas: 400 Sm3/Day
Total Proposed:
Diesel: 20 Liter/Hr
Natural Gas: 1000 Sm3/Day
Agro-Waste Briquette Requirement: 3 MT/Month
5 Source of Water Water requirement will be met through the GIDC
Water Supply
6 Total Water Quantity Existing
Domestic: 2.5KL/Day
Gardening: 2.5 KL/Day
Industrial: 24.0 KL/Day
Total Water Quantity: 29 KL/Day
Total after proposed expansion:
Domestic: 6 KL/Day
Gardening: 5 KL/Day
Industrial: 63.5 KL/Day
Total Water Quantity: 74.5 KL/Day
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7 Quantity of industrial effluent
generation and domestic
wastewater generation
Existing
Domestic: 2.5 KL/Day
Industrial: 14 KL/Day
Total Wastewater Generation: 16.5 KL/Day
Total after proposed expansion:
Domestic: 6 KL/Day
Industrial: 41.0 KL/Day
Total Wastewater Generation: 47 KL/Day
8 Treatment of effluent Effluent Treatment plant consist of Primary
Treatment Facility and Multiple Effect Evaporator
9 Disposal of treated effluent Existing: Industrial effluent is treated in ETP with
primary treatment to bring the effluent within
the inlet norms of CETP of M/s. ETL. Domestic
waste water is treated & disposed of through
septic tank & soak pit.
Proposed: Industrial wastewater will be treated
in MEE after primary treatment and will be re-
used within premises. Domestic waste water will
be treated & disposed of through septic tank &
soak pit.
10 Details of process emissions The source of flue gas emission will be from
Boiler, DG Set and THF.
The source of process gas emission will be from
vent attached to oxidation and nitration reactor.
11 Hazardous waste generation
Discarded Drums or Bags, Used Oil, ETP Sludge,
MnO2 solution, Sodium nitrite solution, MEE salt.
12 Disposal of hazardous waste TSDF and Common Incineration site = M/s. BEIL,
Ankleshwar.
13 Power requirement & source Power required from DGVCL is 200 KVA (Existing
= 100 KVA + Proposed = 100 KVA).
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Source of Power = DGVCL (GEB) and
Standby power supply from,
D.G. set = 100 KVA x 1 (Existing);
125 KVA x 1 Nos (Proposed).
14 Names & distance of National
parks, Wildlife sanctuaries,
Reserve Forests etc. Located
within 10 Km from the plant
boundary
There are no National parks, Wildlife sanctuaries,
and Reserve Forests etc. located within 10 km
from the plant boundary.
15 Any litigation/Court case
pertaining to the project:
No litigation/Court case pertaining to the
industry.
16 Total Cost of the Project:
Rs. (Crores)
Total costs of the project will Rs. 3.5 Crores
(Existing Site Cost = Rs. 2.5 Crores + Proposed
Project Cost = Rs. 1.0 Crores)
17 Nearest Town Ankleshwar = 4 km
18 Nearest Railway station Ankleshwar = 4 km
19 Nearest Air port Surat = 60 km
1.4 PURPOSE OF EIA
The EIA study is carried out to assess the pollution potential and evaluate the adequacy and
efficiency of proposed Pollution Control & Environmental Management System.
1.5 OBJECTIVES OF EIA
The main objectives of the study are
1) To assess the background environmental status,
2) To identify potential sources of pollution,
3) To predict and evaluate the impact on environment along with pollution control
measures taken and
4) To prepare a comprehensive Environment Management Plan and Disaster
Management Plan.
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1.6 METHODOLOGIES FOR EIA
Taking into consideration proposed project activities and guidelines, an area of 10 km radius
from the center of the project has been selected and is designated as the study area for the
purpose of EIA studies.
1.6.1 Base Line Condition
The samples of ambient air, ground and surface water and soil are collected and analyzed as
per the standard methods for establishing the baseline data and to determine the impact of
proposed activity on the same.
1.6.2 Ambient Air Environment
The air environment around the plant was studied by setting up nine locations within the
study area of 10 km radius from the project site and collection and monitoring the site
specific meteorological data, viz. wind speed, wind direction, humidity, rainfall and ambient
temperature was carried out. Design of network for ambient air quality monitoring locations
is based on guidelines provided by CPCB. The ambient air samples were collected and
analyzed for SPM, PM10, PM2.5, SO2, NOX, HCl, Cl2, O3, Pb, CO, NH3, C6H6, Benzo (a) Pyrene
(BaP), Arsenic (As), Nickel (Ni) & VOCs for identification, prediction, evaluation and
assessment of potential impact on ambient air environment.
1.6.3 Ground and Surface Water Environment
The water required for domestic and industrial use is being made available from the GIDC
Water Authority. Hence, to assess the physico-chemical quality of the water, a number of
water samples were collected and analyzed for pollution parameters viz., pH, TDS, Turbidity,
BOD3, COD, Fluorides, Chlorides, Sulphates, Nitrates, Ammonical Nitrogen, Hardness,
Alkalinity, Oil & Grease and some heavy metals in order to find out the contamination, if
any.
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1.6.4 Noise Environment
Noise pollution survey was conducted in the study zone. The anticipated noise sources were
industrial activities, which are likely to be increased due to proposed activity. Noise levels
were also recorded in surrounding villages for evaluating general scenario of the study area.
Hourly equivalent sound levels (Leq) were also recorded for calculating Day and Night noise
levels in the surrounding villages.
1.6.5 Soil Environment
Soil sampling and analysis was carried out to assess physico-chemical characteristics of the
soils and delineate existing cropping pattern, existing land use and topography, within the
study area.
1.6.6 Biological Environment
Keeping in view, the importance of biological component of total environment due to the
proposed project, biological characterization of terrestrial and aquatic environments,
changes in species diversity of flora and fauna in terrestrial as well as aquatic systems were
studied for impact analysis due to proposed project activity, if any.
1.6.7 Socio-Economic Environment
Demographic and related socio-economic data was collected from census handbook to
assess socio-economic status of the study area. Assessment of impact on significant
historical, cultural, and archeological sites/places in the area and economic and employment
benefit arisen out from the project is given special attention.
1.6.8 Identification of Pollution Source
Detailed study of manufacturing process for proposed scenario is carried out along with
input and output of materials, water and wastewater as well as infrastructure facilities
available.
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1.6.9 Evaluation of Pollution Control and Environmental Management System
The qualitative and quantitative analysis of various pollution sources as well as evaluation of
pollution control system is carried out.
1.6.10 Evaluation of Impact
A comprehensive evaluation of environmental impact with reference to proposed activities
is carried out.
1.6.11 Preparation of Environmental Management Plan
A comprehensive Environmental Management Plan has been prepared covering all the
aspects of pollution prevention measures, Air and Water Pollution Control measures,
Hazardous Waste Management, Environmental Surveillance and Environmental
Management Plan.
The present report is an EIA conducted during Summer Season, 2017 (March, 2017 to May,
2017). The baseline environmental conditions have been established through field
monitoring and literature survey.
1.7 STRUCTURE OF REPORT
The objective of the EIA study is preparation of Environment Impact Assessment (EIA) report
based on the guidelines of the Ministry of Environment, Forests & Climate Change
(MoEFCC), CPCB and GPCB. It incorporates the following.
• Chapter 1 is an Introduction to the Industry and its premises. It also expresses the
basic objectives and methodologies for EIA studies and work to be covered under
each Environmental component.
• Chapter 2 presents Project Description and Infrastructural facilities including all
industrial and environmental aspects of M/s. Shree Chemopharma Ankleshwar Pvt.
Ltd. (Unit-1) as well as manufacturing process details. This chapter also gives
information about raw material storage and handling, water and wastewater
quantitative details, air pollution and control system, Hazardous Waste generation,
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storage facility and disposal and utilities for proposed plant capacity. It also provides
information about proposed Environmental Management Facilities available at the
project site.
• Chapter 3 covers Baseline Environmental Status including meteorological details,
Identification of baseline status of Environmental components of the surrounding
area covering air, water and land environment. Also presents a study of land use
pattern, Biological Environment & Socio-Economic Environment giving details about
District Bharuch, Taluka Ankleshwar and the study area in terms of land use pattern,
biological environment, and socio-economic environment.
• Chapter 4 deals with Anticipated Environmental Impacts & Mitigation Measures,
which provides quantification of significant impacts of the proposed activities of
plant on various environmental components. Evaluation of the proposed pollution
control facilities has been presented.
• Chapter 5 describes Analysis of Alternatives (Technology & Site) considered with
respect to Technology & Site.
• Chapter 6 deals with Environmental Monitoring Plan
• Chapter 7 describes Risk assessment and Disaster Management Plan that shall be
adopted by the company.
• Chapter 8 describes Project Benefits
• Chapter 9 deals with Environmental Cost Benefit Analysis
• Chapter 10 describes Environment Management Plan (EMP) to be adopted for
mitigation of anticipated adverse impacts if any and to ensure acceptable impacts.
• Chapter 11 describes Executive Summary & Conclusion of the Project.
• Chapter 12 describes Disclosure of Consultants Engaged.
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FIGURE 1.1
___________________________________________________________________________
ACTIVITIES, SOURCES OF INFORMATION AND CONTENTS OF EIA REPORT
RECONNAISSANCE SURVEY OF PLANT ANNUAL REPORT
MARKET ASSESSMENT
PROJECT REPORT
INTRODUCTION
MONITORING OF AIR, WATER & SOIL QUALITY & NOISE
LEVELS
DATA ON METEOROLOGY, SOCIO-ECONOMIC STATUS &
BASIC AMENITIES
SITE VISITS AND INTERVIEWS WITH LOCALS
BASELINE
ENVIRONMENTAL
STATUS CENTRAL GROUND WATER BOARD
GUJARAT POLLUTION CONTROL BOARD (GPCB)
PUBLIC HEALTH ENGINEERING DEPT
AGRICULTURE DEPARTMENT
FOREST DEPARTMENT
IRRIGATION DEPARTMENT
EMPLOYMENT EXCHANGE
HEALTH CENTER
CENSUS OF INDIA
INDIAN METEOROLOGICAL DEPT
SOCIOECONOMIC
STATUS &
INFRASTRUCTURE
PROPOSED
PLANT
FACILITY DESCRIPTION IMPACTS
METHODOLOGY OF
IMPACT
ASSESSMENT
IDENTIFICATION & ASSESSMENT OF IMPACTS
EVALUATION OF IMPACTS BY MATRIX METHOD
SOURCE OF INFORMATION OVERVIEW OF
E. I. A. STUDIES ACTIVITIES
ENVIRONMENTAL
MANAGEMENT PLAN DESCRIPTION OF EFFLUENT TREATMENT PLAN, AIR
POLLUTION CONTROL, HAZARDOUS WASTE
MANAGEMENT, GREEN BELT DEVELOPMENT
MONITORING PROGRAM
CONSEQUENCE ANALYSIS
PREPARATION OF DISASTER MANAGEMENT PLAN
RISK ASSESSMENT
STUDIES &
DISASTER
MANAGEMENT PLAN
SAFETY, HEALTH & ENVIRONMENTAL POLICY GUIDELINES BY
DIRECTOR GENERAL OF FACTORY SAFETY, MINISTRY OF LABOR
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CHAPTER – 2:
PROJECT DESCRIPTION AND INFRASTRUCTURAL FACILITIES
2.1 BACKGROUND
M/S. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) Proposes expansion of pesticide
intermediates and specialty chemicals in existing unit at Plot No. 313/13 & 313/14, GIDC
Industrial Estate, Ankleshwar-393002, Dist. Bharuch, Gujarat.
2.2 LAND REQUIREMENT FOR THE PROJECT INCLUDING ITS BREAK UP FOR VARIOUS
PURPOSES, ITS AVAILABILITY
Total 1400 sq. meter land area is available at site; out of this area about 220 sq. meter
(15.71 %) area is covered as greenbelt and other forms of greenery.
BREAK UP OF DIFFERENT LAND USE OF FACTORY
SR.
No.
Land use Total area
(Sq. Mt.)
1 Production Plants 250
2 Parking NA
3 Security Building 4
4 Effluent Treatment plant 130
5 Utility 120
6 Raw Material and Finished Products Storage 236
7 Gas Tonner Storage NA
8 Tank Farm Area 85
9 Green Belt 220
10 Road 355
TOTAL 1,400
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FIGURE – 2.1
LAYOUT OF THE PLANT
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2.2.1 Land possession documents. Copy of NA order showing permission to use the project
land for industrial purpose. If located in GIDC, copy of plot holding certificate obtained
from GIDC Authority.
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2.3 PROJECT SETTING
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) in Ankleshwar Industrial Estate is
located at longitude 73° 1'16.81" E and latitude 21°37'24.67" N. Detailed Layout map of the
plant is shown in Figure – 2.2.
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) is located at Ankleshwar which is
one of the important industrial and commercial centers of Gujarat and India. The nearest
railway station is Ankleshwar on broad gauge section of Western Railway Line. The station is
located at about 4.0 km from the project site. Airport proximity is 60 km & 80 km from
project site which is Surat and Vadodara respectively.
2.3.1 Project Site and Plant Layout
Location (map showing general location, specific location and project boundary & project
site layout) with coordinates.
FIGURE - 2.2
LOCATION OF THE PROJECT SITE
Project Site
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FIGURE - 2.2 (CONT.)
PROJECT SITE ON GOOGLE EARTH
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FIGURE - 2.3
PHOTOGRAPHS OF THE PLANT
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2.4 LOCATION OF THE PROJECT SITE AND NEAREST HABITATS WITH DISTANCES FROM THE
PROJECT SITE TO BE DEMARCATED ON A TOPOSHEET (1: 50000 SCALE).
Key infrastructure features have been extracted from Survey of India (SoI) topographical
maps of 1:50,000 scale. The features have been updated using satellite data and have been
verified with ancillary information derived from TTK maps and guide maps. The locations of
the settlement have been extracted from Census of India (CoI) maps and verified by using
SoI topographical maps and satellite data.
2.4.1 Distance of Nearest Key Infrastructure Features from Project Site
The distance of railways and National and State highways are presented in Table 2.2 below.
TABLE 2.1
DISTANCE OF NEAREST KEY INFRASTRUCTURE FEATURES FROM PROJECT SITE
Sr. No. Nearest Infrastructure Feature Distance from Project Area
1 Western Railway Main Line 2.09 km
2 National Highway NH-8 5.5 km
3 State Highway 1.8 km
4 Surat Airport 71.0 Km
5 Ankleshwar 0.7 Km
6 BEIL 2.9 Km
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FIGURE – 2.4
Key Infrastructure
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2.5 TECHNICAL DETAILS OF THE PLANT/S ALONG WITH DETAILS ON BEST AVAILABLE
TECHNOLOGIES (BAT), PROPOSED TECHNOLOGY AND REASONS FOR SELECTING THE
SAME.
M/S. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) Proposes expansion for pesticide
intermediates and specialty chemicals in existing unit at Plot No. 313/13 & 313/14, GIDC
Industrial Estate, Ankleshwar-393002, Dist. Bharuch, Gujarat.
List of Machineries and Equipment
SR
NO.
MACHINERY CAPACITY EXISTING
NOS
PROPOSED
NOS
TOTAL
NOS
1 S.S Reactor 5000 LTR 8 2 10
2 S.S Reactor 3000 LTR 1 0 1
3 S.S Reactor 2000 LTR 3 0 3
4 HDPE REACTOR 5000 LTR 1 0 1
5 CENTRIFUGE S.S BASKET 48˝ Dia. 2 0 2
6 CENTRIFUGE S.S BASKET 36” Dia. 1 0 1
7 AGITATED NUTSCHE FILTER 5000 LTR 1 0 1
8 ROATARY VACCUME DRYER SS 3000 KGS 1 1 2
9 TRAY DRYER 96 TRAYS 6 0 6
2.6 PHASE WISE PROJECT IMPLEMENTATION SCHEDULE WITH BAR CHART AND TIME
FRAME, IN TERMS OF SITE DEVELOPMENT, INFRASTRUCTURE PROVISION, EMS
IMPLEMENTATION ETC.
Proposed product will be manufactured in existing setup. Some modifications in the existing
plant will be carried out after the receipt of EC & CTE.
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2.7 CHEMICAL NAME OF EACH PROPOSED PRODUCT TO BE MANUFACTURED. DETAILS ON
END USE OF EACH PRODUCT. (PROVIDE CAS NUMBER OF ALL THE PRODUCTS & RAW
MATERIALS.).
TABLE 2.2
LIST OF PRODUCTS WITH PRODUCTION CAPACITY
SR.
NO.
Name of the Products CAS No. Quantity (MT/Month)
LD50
(mg/kg)
(Rat) Existing Additional Total
GROUP 1: SPECIALITY CHEMICALS
1. Para Chloro Benzoic Acid Or 74-11-3
32.9
117.1
150
1170
2. Ortho Chloro Benzoic Acid Or 118-91-2 1501
3. 2,4 Di Chloro Benzoic Acid Or 50-84-0 830
4. 4 Chloro 3 Nitro Benzoic Acid Or 96-99-1 3150
5. Para Nitro Benzoic Acid Or 62-23-7 1960
6. Meta Nitro Benzoic Acid Or 121-92-6 1450
7. Ortho Toliuc Acid Or 118-90-1 422
8. Di Nitro Toluic Acid Or 28169-46-2 1187
9. Potassium Salt of 4 Nitro 2
Sulpho Benzoic Acid (K-Salt of
NSBA) Or
5344-48-9 1315
10. Meta Chloro Benzoic Acid Or 535-80-8
0
750
11. 2,5 Di Chloro Benzoic Acid Or 50-79-3 4618
12. 2,6 Di Chloro Benzoic Acid Or 50-30-6 2423
13. 3,4 Di Chloro Benzoic Acid Or 51-44-5 400
14. 2 Chloro 5 Nitro Benzoic Acid Or 2516-96-3 N.A.
15. 2 Hydroxy 5 Nitro Benzoic Acid
(5 Nitro Salicylic Acid)
96-97-9 N.A.
GROUP 2 : PESTICIDES INTERMEDIATES
16. 2,3 Di Chloro Benzoic Acid Or 50-45-3
0
75
75
>2200
17. Ortho Chloro Benzaldehyde Or 89-98-5 2160
18. Para Chloro Benzaldehyde Or 104-88-1 1575
19. 2,3 Dichloro Benzaldehyde 6334-18-5 2160
Total 32.9 192.1 225
GROUP 3 : BY PRODUCT
20. Sodium Nitrite 7632-00-0 0 100 100 186
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2.8 DETAILS ON RAW MATERIALS, SOURCE AND STORAGE WITHIN THE PREMISES
TABLE 2.3
LIST OF RAW MATERIALS
Sr.
No.
Name of Products Name Of The Raw
Materials.
CAS No. of Raw
Material.
Quantity (MT/Month)
Existing Addition
al
Total
1 PARA CHLORO
BENZOIC ACID
OR
Para Chloro Toluene 106-43-4 32.9 117.1 150
Nitric Acid 7697-37-2 32.9 117.1 150
Caustic Lye 1310-73-2 11.5 41 52.5
2 ORTHO CHLORO
BENZOIC ACID
OR
Ortho Chloro Toluene 118-91-2 32.9 117.1 150
Nitric Acid 7697-37-2 32.9 117.1 150
Caustic Lye 1310-73-2 11.5 41 52.5
3 2,4 DI CHLORO
BENZOIC ACID
OR
2,4 Dichloro Toluene 95-73-8 32.9 117.1 150
Nitric Acid 7697-37-2 32.9 117.1 150
Caustic Lye 1310-73-2 11.5 41 52.5
4 4 CHLORO 3
NITRO BENZOIC
ACID OR
Para Chloro Benzoic Acid 74-11-3 27.0 98 125
Nitric Acid 7697-37-2 27 98 125
Caustic Lye 1310-73-2 9.45 34.3 43.75
5 PARA NITRO
BENZOIC ACID
OR
Para Nitro Toluene 99-99-0 32.9 117.1 150
Nitric Acid 7697-37-2 32.9 117.1 150
Caustic Lye 1310-73-2 11.5 41 52.5
6 META NITRO
BENZOIC ACID
OR
Meta Nitro Toluene 99-08-1 32.9 117.1 150
Nitric Acid 7697-37-2 32.9 117.1 150
Caustic Lye 1310-73-2 11.5 41 52.5
7 ORTHO TOLUIC
ACID
OR
Ortho Xylene 95-47-6 55.0 95 150
Nitric Acid 7697-37-2 110 190 300
Caustic Lye 1310-73-2 19.25 33.25 52.5
8 DI NITRO TOLUIC
ACID
OR
Ortho Toluic Acid 118-90-1 25 90 115
Nitric Acid 7697-37-2 37.5 135 172.5
Water 7732-18-5 50 180 230
Caustic Lye 1310-73-2 8.75 31.5 40.25
9 POTASSIUM SALT
OF 4 NITRO 2
SULPHO BENZOIC
ACID (K-SALT OF
NSBA) OR
K Salt Of 4 Nitro Toluene
Sulphonic Acid
-- 32.9 117.1 150
Potasium Permangate 62-76-0. 32.9 117.1 150
Sulfuric Acid 7664-93-9 16.45 58.55 75
10 META CHLORO
BENZOIC ACID
OR
Meta Chloro Toluene 108-41-8 0 150 150
Nitric Acid 7697-37-2 0 150 150
Caustic Lye 1310-73-2 0 52.5 52.5
11 2,5 DI CHLORO
BENZOIC ACID
OR
2,5 Dichloro Toluene 19398-61-9 0 150 150
Nitric Acid 7697-37-2 0 150 150
Caustic Lye 1310-73-2 0 52.5 52.5
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12 2,6 DI CHLORO
BENZOIC ACID
OR
2,6 Dichloro Toluene 118-69-4 0 150 150
Nitric Acid 7697-37-2 0 150 150
Caustic Lye 1310-73-2 0 52.5 52.5
13 3,4 DI CHLORO
BENZOIC ACID
OR
3,4 Dichloro Toluene 95-73-8 0 150 150
Nitric Acid 7697-37-2 0 150 150
Caustic Lye 1310-73-2 0 52.5 52.5
14 2 CHLORO 5
NITRO BENZOIC
ACID OR
Ortho Chloro Benzoic Acid 118-91-2 0 125 125
Nitric Acid 7697-37-2 0 125 125
Caustic Lye 1310-73-2 0 43.75 43.75
15 2 HYDROXY 5
NITRO BENZOIC
ACID
(5 NITRO
SALICYLIC ACID)
2 Chloro 5 Nitro Benzoic
Acid
2516-96-3 0 170 170
Sodium Hydroxide 1310-73-2 0 170 170
Sulfuric Acid 7664-93-9 0 85 85
16 2,3 DI CHLORO
BENZOIC ACID
OR
2,3 Dichloro Toluene 32768-54-0 0 75 75
Nitric Acid 7697-37-2 0 75 75
Caustic Lye 1310-73-2 0 26.25 26.25
17 ORTHO CHLORO
BENZALDEHYDE
OR
Ortho Chloro Toluene 118-91-2 0 75 75
Nitric Acid 7697-37-2 0 75 75
Caustic Lye 1310-73-2 0 18.75 18.75
18 PARA CHLORO
BENZALDEHYDE
OR
Para Chloro Toluene 106-43-4 0 75 75
Nitric Acid 7697-37-2 0 75 75
Caustic Lye 1310-73-2 0 18.75 18.75
19 2,3 DICHLORO
BENZALDEHYDE
2,3 Dichloro Toluene 32768-54-0 0 75 75
Nitric Acid 7697-37-2 0 75 75
Caustic Lye 1310-73-2 0 18.75 18.75
20 Sodium Nitrite Sodium Nitrite Solution 7632-00-0 0 333 333
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2.9 MANUFACTURING PROCESS, CHEMICAL REACTION AND MASS BALANCE OF EACH
PRODUCTS
1. PARA CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Para Chloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and Para Chloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Para Chloro
Toluene
1000
Para Chloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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2. ORTHO CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Ortho Chloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of Nitric Acid is taken in reactor and Ortho Chloro Toluene is added
gradually with temperature control. After complete reaction, the mass is cooled to room
temperature. Reaction mass is taken to Agitator Nutsche Filter. Filtrate is recycled and taken
in next batch. 50 % of filtrate is recycled in next batch and 50 % is sent to ETP. The product
cake is washed with water, dried and sent for packing .The water wash is sent to ETP.
Caustic lye solution is used for scrubbing NOx gas.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Ortho Chloro
Toluene
1000
Ortho Chloro
Benzoic Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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3. 2, 4 DI CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2,4 Dichloro Toluene 1
2 Nitric Acid 1
4 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and 2, 4 Di-chloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 2,4 Dichloro
Toluene
1000
2,4 Dichloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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4. 4 CHLORO 3 NITRO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Para Chloro Benzoic Acid 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Charge nitric acid in reactor add para chloro benzoic acid under stirring , heat to boiling ,
cool to room temperature and dump in water. Further filter the reaction mass and
centrifuge, dry and pack.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 4 Chloro
Benzoic Acid
1000
4 Chloro 3 Nitro
Benzoic Acid
1200
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 2800
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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5. PARA NITRO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Para Nitro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and Para Nitro Toluene is added gradually
with temperature control. After complete reaction, the mass is dumped in water to
precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in next
batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized and
packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Para Nitro
Toluene
1000
Para Nitro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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6. META NITRO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Meta Nitro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and Meta Nitro Toluene is added gradually
with temperature control. After complete reaction, the mass is dumped in water to
precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in next
batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized and
packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Meta Nitro
Toluene
1000
Meta Nitro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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7. ORTHO TOLUIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Ortho xylene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and Ortho Xylene is added gradually with
temperature control. After complete reaction, the mass is dumped in water to precipitate
the crude product followed by centrifugation .50 % of filtrate is recycled in next batch and
50 % is sent to ETP. The product cake is washed with water, dried, pulverized and packed.
The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Ortho Xylene 1000 Ortho Toluic Acid 1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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8. DI NITRO TOLUIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Ortho Toluic Acid 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of Nitric Acid is taken in reactor and Ortho Toluic Acid is added gradually
with temperature control. After complete reaction, the mass is dumped in water to precipitate
the crude product followed by centrifugation .50 % of filtrate is recycled in next batch and 50
% is sent to ETP. The product cake is washed with water, dried, pulverized and packed. The
wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Ortho Toluic
Acid
1000
DiNitro Toluic Acid 1500
2 Nitric Acid 1500 Recycle Nitric Acid 1500
3 Recycle Nitric
Acid (From
previous
batch)
1500 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 6350 Total 6350
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9. POTASSIUM SALT OF 4 NITRO 2 SULPHO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 K salt of 4 Nitro toluene Sulphonic
Acid
1
2 Potassium Permanganate 1
3 Sulfuric Acid 0.5
Process Description
Required quantity of water and KMnO4 are taken in reactor and Potassium salt of 4 Nitro
Toluene Sulphonic Acid (90%) is added gradually with temperature control. After complete
oxidation, the mass is filtered to separate the MnO2 which is by product and given to actual
end user. The filtrate is then dil. H2SO4 (50%) to isolate the product followed by filtration,
washing and drying. The filtrate and wash water are sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 K salt of 4
Nitro toluene
Sulphonic Acid
1000
K Salt of 4 Nitro 2
Sulpho Benzoic Acid
1000
2 Potassium
Permanganate
1000 MnO2 800
3 Sulfuric Acid 500 Effluent 3700
4 Water 3000
Total 5500 Total 5500
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10. META CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Meta Chloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and Meta Chloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried ,
pulverized and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Meta Chloro
Toluene
1000
Meta Chloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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11. 2, 5 DI CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2,5 Dichloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and 2, 5 Dichloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 2,5 Dichloro
Toluene
1000
2,5 Dichloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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12. 2, 6 DI CHLORO BENZOIC ACID
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2,6 Dichloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and 2, 6 Dichloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 2,6 Dichloro
Toluene
1000
2,6 Dichloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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13. 3, 4 DI CHLORO BENZOIC ACID
Raw material detail
Sr no Raw material Name Quantity(MT/MT)
1 3,4 Dichloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and 3, 4 Dichloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation. 50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 3 , 4 Dichloro
Toluene
1000
3,4 Dichloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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14. 2 CHLORO 5 NITRO BENZOIC ACID
Raw material detail
Sr. no Raw material Name Quantity(MT/MT)
1 Ortho Chloro Benzoic Acid 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Charge HNO3, add Ortho Chloro Benzoic Acid slowly under cooling. After complete reaction,
the mass is cooled to room temperature. Reaction mass is taken to Agitator Nutsche Filter.
Filtrate is recycled and taken in next batch. 50 % of filtrate is recycled in next batch and 50 %
is sent to ETP. The product cake is washed with water, dried and sent for packing. The water
wash is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT IN KGS
1 Ortho Chloro
Benzoic Acid
1000
2 Chloro 5 Nitro
Benzoic Acid
1200
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 2800
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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15. 2 HYDROXY 5 NITRO BENZOIC ACID (5 Nitro Salicylic Acid)
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2 Chloro 5 Nitro Benzoic Acid 1
2 Sodium Hydroxide 1
3 Sulfuric Acid 2
Process Description
In a reactor, required quantity of caustic and water is taken. It is heated at 90 °C and to it
gradually added required quantity of 2 Chloro 5 Nitro Benzoic Acid .On completion of
addition of 2 Chloro 5 Nitro Benzoic Acid ,temperature is increased and maintained for 4
hours. The material is tested and if reaction is complete, it is cooled. It is diluted using water
and product is isolated by adjusting the pH with dilute sulphuric acid. Product obtained is
centrifuged, dried and packed.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL
OUTPUT
OUTPUT
1 2 Chloro 5 Nitro
Benzoic Acid
1000
2 Hydroxy 5 Nitro
Benzoic Acid
880
2 NaOH 1000 Effluent 3620
3 Sulphuric Acid 500
4 Water 2000
Total 4500 Total 4500
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16. 2, 3 Di Chloro Benzoic Acid
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2,3 Dichloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.35
Process Description
Required quantity of dil. HNO3 is taken in reactor and 2, 3 Di-chloro Toluene is added
gradually with temperature control. After complete reaction, the mass is dumped in water
to precipitate the crude product followed by centrifugation .50 % of filtrate is recycled in
next batch and 50 % is sent to ETP. The product cake is washed with water, dried, pulverized
and packed. The wash water is sent to ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 2,3 Dichloro
Toluene
1000
2,3 Dichloro Benzoic
Acid
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 3000
4 Water 2000 Scrubber Solution 350
5 Caustic Lye 350
Total 5350 Total 5350
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17. ORTHO CHLORO BENZALDEHYDE
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Ortho Chloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.25
Process Description
Required quantity of Nitric Acid is taken in reactor and Ortho Chloro Toluene is added
gradually with temperature control. Reaction is controlled to undertake partial oxidation.
After complete reaction, the mass is cooled to room temperature. Reaction mass is then
allowed to settle. Ortho Chloro Benzaldehyde layer it taken in another vessel. Water layer
filtrate is recycled and taken in next batch. 50 % of filtrate is recycled in next batch and 50 %
is sent to ETP. Ortho Chloro Benzaldeyde layer is water washed and allowed to settle. Ortho
Chloro Benzaldehyde layer is packed in drums. The water wash is sent to ETP. Caustic lye
solution is used for scrubbing NOx gas.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Ortho Chloro
Toluene
1000
Ortho Chloro
Benzaldehyde
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous batch)
1000 Effluent 2000
4 Water 1000 Scrubber Solution 250
5 Caustic Lye 250
Total 4250 Total 4250
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18. PARA CHLORO BENZALDEHYDE
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Para Chloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.25
Process Description
Required quantity of dil. HNO3 is taken in reactor and Para Chloro Toluene is added
gradually with temperature control. Reaction is controlled to undertake partial oxidation.
After complete reaction, the mass is dumped in water to precipitate the crude product
followed by centrifugation .50 % of filtrate is recycled in next batch and 50 % is sent to ETP.
The product cake is washed with water, centrifuged and packed. The wash water is sent to
ETP.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Para Chloro
Toluene
1000
Para Chloro
Benzaldehyde
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 2000
4 Water 1000 Scrubber Solution 250
5 Caustic Lye 250
Total 4250 Total 4250
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19. 2, 3 DI CHLORO BENZALDEHYDE
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 2,3 Dichloro Toluene 1
2 Nitric Acid 1
3 Caustic Lye 0.25
Process Description
Required quantity of Nitric Acid is taken in reactor and 2, 3 Di-Chloro Toluene is added
gradually with temperature control. Reaction is controlled to undertake partial oxidation.
After complete reaction, the mass is cooled to room temperature. Reaction mass is then
allowed to settle. 2, 3 Di-Chloro Benzaldehyde layer it taken in another vessel. Water layer
filtrate is recycled and taken in next batch. 50 % of filtrate is recycled in next batch and 50 %
is sent to ETP. 2, 3 Di-Chloro Benzaldeyde layer is water washed and allowed to settle. 2, 3
Di-Chloro Benzaldehyde layer is packed in drums. The water wash is sent to ETP. Caustic lye
solution is used for scrubbing NOx gas.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 2,3 Dichloro
Toluene
1000
2,3 Dichloro
Benzaldehyde
1000
2 Nitric Acid 1000 Recycle Nitric Acid 1000
3 Recycle Nitric
Acid (From
previous
batch)
1000 Effluent 2000
4 Water 1000 Scrubber Solution 250
5 Caustic Lye 250
Total 4250 Total 4250
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20. Sodium Nitrite (By Product)
Raw material detail
Sr. No. Raw material Name Quantity(MT/MT)
1 Sodium Nitrite solution 1
Process Description
Sodium Nitrite solution is taken into reactor with condensor. It is heated, so that water
evaporates and after condensing through condenser it is collected in collection vessel. This
water is used in utility section. After solution in reactor reaches specified density, then it is
cooled to room temperature. On cooling crystals are formed which is centrifuged and packed.
Material Balance
Sr.
No.
MATERIAL
INPUT
INPUT IN
KGS
MATERIAL OUTPUT OUTPUT
1 Sodium Nitrite
Solution 1000
Sodium Nitrite
Crystalline Powder
300
2 Water 500
3 Evaporation Loss 200
Total 1000 Total 1000
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2.10 Water Requirement, Wastewater Generation and Management
2.10.1 Assessment of source of the water supply with adequacy of the same to meet with
the requirements for the project. Permission obtained from the concern authority for
supply of raw water.
Total water requirement will be 74.5 KL/day which will be met through GIDC water supply.
Permission obtained from the concern authority for supply of raw water
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2.10.2 Undertaking stating that no bore well shall be dug within the premises (If project is
located within the Industrial estate).
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2.10.3 Water and Wastewater
Existing:
Total raw water requirement is 29 KL/day (Industrial: 24 KL/day + Domestic: 2.5 KL/day +
Gardening: 2.5 KL/day) which is met through GIDC water supply. Industrial effluent
generation is 14 KL/day, it is given primary treatment to meet the inlet norms of CETP M/s.
ETL. Domestic waste water is disposed of through septic tank & soak pit.
Total after proposed expansion:
Total raw water requirement will be is 74.5 KL/day (Industrial: 63.5 KL/Day + Domestic: 6
KL/Day + Gardening: 5 KL/Day) which will also be met through GIDC water supply. Total
waste water generation will be 47 KL/Day (Industrial: 41 KL/Day + Domestic: 6 KL/Day). Total
waste water will be treated in Effluent Treatment Plant (ETP) containing primary treatment
unit within premises. Out of 47 KL/Day, 14 KL/Day of treated effluent shall be sent to
common effluent treatment plant of M/s. ETL, Ankleshwar & remaining 27 KL/Day will be
disposed off to Common MEE of M/s. BEIL, Ankleshwar. Domestic waste water (6 KL/Day)
will be disposed of through septic tank & soak pit.
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TABLE 2.4
WATER CONSUMPTION & WASTE WATER GENERATION
SR.
NO.
USAGE EXISTING TOTAL AFTER PROPOSED
EXPANSION
WATER
CONSUMPTION
(KL/Day)
WASTE
WATER
GENERATION
(KL/Day)
WATER
CONSUMPTION
(KL/Day)
WASTE
WATER
GENERATION
(KL/Day)
1 Process 14.0 10 31.5 25
2 Boiler 3.0 0 8 0
3 Cooling & Chilling 3.0 0 8 0
4 Washing 4.0 4 14 14
5 Scrubbing -- -- 2 2
Total Industrial 24.0 14 63.5 41
6 Domestic 2.5 2.5 6 6
7 Gardening 2.5 -- 5 --
Grand Total 29 16.5 74.5 47
Existing: Industrial effluent generation is 14 KL/day; it is given primary treatment to meet
the inlet norms of CETP M/s. ETL. Domestic waste water is treated & disposed of through
septic tank & soak pit.
Total Proposed: The wastewater generation will be 47 KL/Day out of which 41 KL/Day shall
be treated in ETP and 14 KL/Day of treated effluent shall be sent to common effluent
treatment plant of M/s. ETL, Ankleshwar & remaining 27 KL/Day will be sent to Common
MEE of M/s. BEIL, Ankleshwar. Domestic wastewater (6 KL/Day) shall be disposed in septic
tank & sock pit.
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WATER BALANCE DIAGRAM:
Total after Proposed Expansion
Raw Water 74.5 KL/Day
Domestic 6.0 KL/Day
Industrial 63.5 KL/Day
Gardening 5.0 KL/Day
Process: 31.5 KL/Day
Cooling 8.0 KL/Day
6.0 KL/day Septic Tank &
Soak Pit
25 KL/Day
39.0 KL/Day + 2.0 KL/Day ETP (Primary treatment)
0 KL/Day
Washing 14.0 KL/Day
14.00 KL/Day
Boiler 8.0 KL/Day
0 KL/Day
To CETP of M/s. ETL, Ankleshwar
(14 KL/Day) (Existing)
To CMEE of M/s. BEIL, Ankleshwar (27 KL/Day)
(Proposed)
Scrubber
2.0 KL/Day
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2.10.4 Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along
with schematic flow diagram. Inlet, transitional and treated effluent qualities with specific
efficiency of each treatment unit in reduction in respect of all concerned/regulated
environmental parameters. Inlet effluent quality should be based on worst case scenario
considering production of most polluting products that can be manufactured in the plant
concurrently.
Capacity of ETP: 41 KL/Day
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has an Effluent Treatment Plant
(ETP) consisting of Primary Treatment Facilities. Details of ETP are as follows.
Acidic Effluent from plant comes to Neutralization tank where it is neutralized using
hydrated lime. Neutral effluent is then taken to Filter Press OR Pressure Nutsche filter for
removal of solid particles from effluent. Sludge from filter press and pressure nutsche filter
is taken to sludge drying bed for sun drying. Clear effluent is taken to partially treated
effluent collection tanks. From here it is sent to CETP of M/s. ETL & CMEE of M/s. BEIL for
further treatment and final disposal.
The industrial effluent from the proposed expansion will also be treated in the existing ETP,
company will expand the capacity of existing ETP to 41 KL/Day. The existing discharge of 14
KLD will be sent to CETP of M/s. ETL and the 27 KLD that will be disposed off to Common
MEE of M/s. BEIL, Ankleshwar
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ETP FLOW DIAGRAM:
Characteristics of Effluent:
Sr.
No.
Parameter
Characteristics (mg/L) CETP Inlet Norms (mg/L)
Untreated Treated
1. pH 1 - 2 6-8 1 – 7 (Acidic effluent)
2. SS 350 80 100
3. COD 5000 4000 11000
4. BOD3 1950 1550 3000
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2.10.5 Plans for management, collection and disposal of waste streams to be generated
from spillage, leakages, vessel washing, used container washing etc. Measures proposed
for preventing effluent discharge during unforeseen circumstances.
- All major chemical handling is done through closed system.
- All reaction vessels are connected to scrubber system.
- Ammonia Detection System: The gas leakage Alarm gets activated by automatic detection
device installed at Ice plants at site.
- Smoke & fire detection system installed at ware house.
- Spillage of any chemical will be avoided to the maximum extent by closed circuit system
i.e. day tanks are provided with an overflow line having bigger diameter than that of inlet of
the pipe diameter. Standard operating procedures are available to handle spillage and
leakage.
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2.10.6 Undertaking stating that a separate electric meter will be provided for the waste
water treatment system viz. ETP, RO, MEE, Spray dryer, etc.
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2.10.7 TREATED EFFLUENT DISCHARGE – CETP of M/s. ETL, Ankleshwar
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2.10.7 CONTD. TREATED EFFLUENT DISCHARGE – CMEE of M/s. BEIL, Ankleshwar
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2.11 AIR POLLUTION AND CONTROL SYSTEM
2.11.1 Process gas emission
Sr.
No.
Stack/Vent
attached to
Stack
Height
(meter)
Stack
Diameter
(meter)
Type of
Emission APCM
1 Oxidation &
Nitration reactor 18 0.1 NOx
4 Stage caustic
scrubbers in series
2.11.2 Air pollution Control Measures (APCM) proposed for process gas emission.
Schematic Diagram of Scrubber System:
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2.11.3 Details of the utilities required.
SR
NO.
MACHINERY CAPACITY EXISTING
NOS
PROPOSED
NOS
TOTAL
NOS
1 COOLING TOWER 200 TR 2 0 2
2 BOILER(GAS FIRED) (I.B.R) 1000KGS/HR 1 0 1
3 BOILER(AGRO
WASTE/BRIQUETS) (I.B.R)
1000KGS/HR 0 1 1
4 GAS SCRUBBING SYSTEMFOR
NOX GASES S.S
2 0 2
5 STORAGE TANKS S.S 12000 LTR. 5 0 5
6 STORAGE TANKS M.S 20000 LTR. 1 0 1
7 STORAGE TANK M.S 10000 LTR. 1 0 1
8 STORAGE TANK HDPE 12000 LTR 2 0 2
9 LIFT 1 TON CAP. 1 0 1
10 EOT CRANE 1 TON CAP. 1 0 1
11 D.G SET 125 KVA 1 1 2
12 EFFLUENT TREATMENT PLANT. 1 0 1
13 THERMIC FLUID BOILER 2 LAC KCAL 1 0 1
14 THERMIC FLUID BOILER(AGRO
WASTE/BRIQUETS)
2 LAC KCAL 0 1 1
15 COMPRESSURE 2 0 2
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2.11.4 Type and quantity (MT/hr & MT/Day) of fuel to be used for each utility.
• Power Requirement
Sr.
No.
Requirement Source
Existing Total After
Proposed
Expansion
Existing After Proposed Expansion
1. 100 KVA 200 KVA • DGVCL (GEB) • DGVCL (GEB)
• D.G. Set: 1 no. – 100 KVA,
1 no. - 125 KVA
(emergency standby)
• Fuel Requirement
Sr.
No.
Fuel Qty.
Existing Total After Proposed
Expansion
1. Natural Gas 400 SM3/day 1000 SM
3/day
2. Agro waste -- 3 MT/day
3. Diesel -- 40 litre/Hr
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2.11.5 Flue gas emission rate emission from each utility
Existing
Sr.
No.
Stack/Vent
attached to
Stack
Height
(meter)
Stack
Diameter
(meter)
Fuel name &
Quantity
Type of
Emission APCM
1 10116-Boiler
(1 TPH) 12 0.15
Natural Gas
(400 SM3/day)
PM
SO2
NOx
Adequate
Stack Height
Proposed
Sr.
No.
Stack/Vent
attached to
Stack
Height
(meter)
Stack
Diameter
(meter)
Fuel name &
Quantity
Type of
Emission APCM
1 Boiler
(1 TPH) 18 0.15
Agro waste
Briquette =
2 MT/Day
Multi cyclone
+ bag filter +
scrubber
2 Thermic Fluid
Heater 18 0.15
Natural Gas =
600 sm3/day
3 Thermic Fluid
Heater 18 015
Agro waste
Briquette =
1 MT/Day
4 D.G Set (125
KVA) 12 0.15
Diesel = 20
liter/hr
PM
SO2
NOx
Adequate
Stack Height
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2.11.6 List the project specific sources of fugitive emission along with its quantification
and proposed measures to control it.
The emissions are normally defined as emissions to the atmosphere resulting from leaking
piping sources and equipments such as valves, flanges, pump seals, connections, and
compressor seals open end lines and pressure relief valves. The emissions are not visually
observed but can be measured in relatively low concentration at each area of source.
Fugitive emissions will be expected to be generated during construction and operation
stages of the proposed project. During construction stage, main source of fugitive emission
will be dust which is expected mainly due to movement of vehicles carrying construction
material and vehicles used for construction. During operation stage, leakage through valves,
pumps, emission from open drum containing chemicals, open feeding; storage tanks, etc.
will be the major sources of fugitive emissions of organic chemicals and VOCs. Adequate
dust collector will be installed for control of fugitive emission during loading of raw material
and product. Condensers will be provided to trap VOC. All the Flange joints of the pipe lines
which carry solvents will be covered with flange guards. All the rotating equipments like
pumps will be installed with Mechanical Seals to arrest any sort of emissions. VOC detectors
will be installed at various places to identify any fugitive emissions. Proper gland packing will
be always maintained for pumps and valves and to the extent possible pumps will be with
mechanical seal. A regular preventive maintenance schedule is in place to replace or rectify
all gaskets and joints etc as a part of ISO systems to ensure no fugitive emissions takes
place.
Following measures will be adopted to prevent and control fugitive emissions:
1. Airborne dust at all transfers operations/ points will be controlled either by spraying
water or providing enclosures.
2. Adequate ventilation will be provided.
3. Regular maintenance of valves, pumps, flanges, joints and other equipment will be
done to prevent leakages and thus minimizing the fugitive emissions of VOCs.
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4. Entire process will be carried out in the closed reactors with proper maintenance of
pressure and temperature.
5. Periodic monitoring of work area will be carried out to check the fugitive emission.
6. To eliminate chances of leakages from glands of pumps, mechanical seal will be
provided at all solvent pumps.
7. Stand by pumps will be provided on all scrubbers. Besides, scrubbers will be
equipped with on-line pH meter with hooter system for better operational control.
8. Close feeding system will be provided for centrifuges. Centrifuge and filtrate tank
vents will be connected to vent chillers.
9. Minimum number of flanges, joints and valves in pipelines.
10. Regular inspection of floating roof seals and proper preventive maintenance of roofs
and seals for tanks.
11. Fugitive emission over reactors, formulation areas, centrifuges, chemical loading,
transfer area will be collected through hoods and ducts by induced draft and
controlled by scrubber/ dust collector.
12. Dedicated scrubber will be provided are used for fugitive emissions to control.
13. For dust emissions bag filter will be provided.
14. Enclosures to chemical storage area, collection of emission from loading of raw
materials in particular solvents through hoods and ducts by induced draft, and
control by scrubber / dust collector to be ensured.
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2.12 Hazardous Waste Generation And Management
2.12.1 Management plan for hazardous/Solid waste including storage, handling,
utilization and safe disposal as per the Hazardous and Other Wastes (Management and
Transboundary Movement) Rules 2016. CPCB guidelines in respect of specific treatment,
such as solar evaporation, incineration, etc., need to be followed.
TABLE 2.5
DETAILS OF HAZARDOUS WASTE AND ITS DISPOSAL
SR.
NO.
TYPE OF
WASTE
SOURCE CATEGORY
NO.
QUANTITY MODE OF DISPOSAL
EXISTING
(as per CCA)
TOTAL
AFTER
PROPOSED
EXPANSION
MT/ Month
1 Sodium
Nitrite
Solution
Process Schedule-II
(B15)
80 85 Collection, Storage,
Transportation & Sold to
end user with permission
under Rule – 9.
2 MnO2
Solution
Process Schedule-II
(B15)
2.5 11 Collection, Storage,
Transportation & Sold to
end user with permission
under Rule – 9.
3 ETP Sludge ETP Schedule-I
(35.3)
1 43 Collection, Storage,
Transportation & Sent to
M/s BEIL, Ankleshwar
4 Discarded
Drums or
Bags
Raw
material
storage &
Handling
Schedule-I
(33.1)
0.5 2.1 Collection, Storage,
Transportation & Send to
authorized
decontamination facility/
recycle or reuse or sent
back to supplier
5 Used oil Equipment
&
Machinery
Schedule-I
(5.1)
2.5
Lit./Month
10 Lit./Month Collection, Storage,
Transportation & Reused
in plant and machinery as
lubricant or sell it to
authorized re-refiners
6 Recovered
Nitric Acid
Process Sch-II/
B-15
-- 1200 MT
Collection, Storage and
Reuse within premises
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2.12.2 Methodology of de-contamination and disposal of discarded containers and its
record keeping.
Decontamination & Disposal of Discarded Containers: The proper disposal of empty
chemical containers is more important for hazardous chemicals as it can contain residual
amounts of chemicals. There can be no more than 1 inch of material left in the container not
more than 3% by weight of the containers capacity. In an effort to ensure that this residue is
handled properly and to be able to recycle or properly dispose of these containers, the
following procedure is to be followed. The below guidelines are useful for non hazardous
chemicals also.
Rinse Procedure: An empty chemical container that contains hazardous chemicals (liquid or
solid), must be rinsed 3 times with water (or appropriate rinsing agent) before being
discarded. The first rinse is collected as chemical waste, it can be put into any waste
container of compatible chemicals, the second & third rinses then go down to drain. If the
chemical is on the list of acutely hazardous waste, then all three rinses are collected. For
solvents or other volatile liquids like benzene, toluene, xylene etc. (not in the list of acutely
hazardous waste) are not rinsed with water. They are placed into an operating fume hood
overnight without the cap to allow the vapours to disperse. After the containers are rinsed,
they are discarded appropriately as described below. All caps are let off of the discarded
containers. Containers are labelled with “Empty” labels and the chemical name is crossed or
blacked out prior to being discarded. Caps are discarded to regular trash.
Reuse /Recycle/ Disposal of cleaned containers:
• All chemicals must follow the above rinse except the volatile Solvents & before being
discarded in any form.
• Metal containers or any plastic containers, plastic tubing or plastic beakers that do not
meet the recycling criteria can be discarded into regular trash.
• Glass containers, glass tubing that do not meet the recycling criteria are to be placed into
trash can for disposal.
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• Plastic & glass containers that meet the recycling criteria must be placed in appropriate
recycling containers.
• Empty compressed gas cylinders are returned to vendor.
2.12.3 Membership of Common Environmental Infrastructure like TSDF, Common
Incineration Facility (CHWIF), MEE, Spray dryer etc.
BEIL MEMBERSHIP CERTIFICATE
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2.13 NOISE LEVEL AND CONTROL SYSTEM
Extensive oiling and lubrication and preventive maintenance shall be carried out to reduce
noise generation at source to the permissible limit. Acoustic enclosures provided for DG set.
The Noise level is within the prescribed limit. At noisy area, adequate preventive & control
measures are taken. No significant noise, vibration or emission of light & heat from the unit.
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CHAPTER – 3:
BASELINE ENVIRONMENTAL STATUS
3.1 INTRODUCTION
The baseline status of environmental quality in the vicinity of project site serves as the
basis for identification, prediction and evaluation of impacts. The baseline environmental
quality is assessed through field studies within the impact zone for various components of
the environment, viz. air, noise, water, land and socio-economic. The baseline
environmental quality has been assessed in the summer season of March, 2017 to May,
2017 in a study area of 10 km radial distance from the project site.
The existing environmental setting is considered to establish the baseline conditions which
are described with respect to following:
• Land environment
• Land Use Pattern
• Water Environment
• Air Environment
• Meteorology
• Noise Environment
• Ecology
• Topography
• Demography and Socio-economic Environment
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3.2 METHODOLOGY
Following the guidelines of MoEFCC, the baseline environmental study was conducted.
The details of the study period, frequency of sampling & method of environmental
sampling & analysis are shown below in succeeding paragraphs under respective titles.
3.2.1 Study Period & Frequency of Sampling
The period of study determined was March, 2017 to May, 2017. The frequency of various
environmental sampling & analysis was determined following the guidelines provided by
MoEFCC in online EIA Manual. The 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 Frequency
A. Air Environment
Meteorological Project Site 1 hourly continuous for Study Period
Ambient Air
Quality
9 locations in the study area
(10 km radius from project site)
24 hourly twice a week during study period
B. Noise Various Locations within the study area
(10 Km radius from project site)
Once during Study Period
C. Water
Ground Water Grab samples from 9 Locations from
Study Area
(10 km radius from project site)
Once during Study Period
Surface Water
Grab samples from 1 Locations
(10 km radius from project site)
Once during Study Period
D. Soil Quality Soil samples from 9 locations within
study area
Once during Study Period
E. Land Use & Land
Cover
Study area (10 km from Project Site) Once during Study Period
F. Ecological Data Study area (10 km from Project Site) Once during Study Period
G. Socioeconomic
Data
Study area (10 km from Project Site) Once during Study Period
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3.2.2 Method of Environmental Sampling & Analysis
The method adopted for environmental sampling & analysis is illustrated in following
Table - 3.2.
Table 3.2
Method of Environmental Sampling & Analysis
Attributes
Method
Sampling / Preservation Analysis
A. Air Environment
1) Micro
meteorological data
2) Ambient Air Quality
Mechanical/automatic
1) Spectrum weather station & IMD
2) 2.5 Micron dust samplers & RSPM
samplers having the facility to collect the
gaseous samples
--
IS 5182 & CPCB
B. Noise Instrument : Noise level meter --
C. Water & Waste
Water
1) Ground Water
2) Surface Water
Standard Methods for Examination of
Water and Wastewater Analysis,
published by APHA 22nd edition, 2012
Standard Methods for
Examination of Water and
Wastewater Analysis, published
by APHA 22nd edition, 2012
D. Soil Quality
Laboratory Guide for Conducting Soil
Test & Plant Analysis, by J. Benton Jones,
Jr.
Laboratory Guide for
Conducting Soil Test & Plant
Analysis, by J. Benton Jones,
E. Land Use & Land
Cover
Satellite Imageries (1:25,000), Secondary
data from EIC, Delhi
As Secondary data-analysis by
EIC, Delhi
F. Geology & Geo-
Hydrology Secondary data from EIC, Delhi Secondary data from EIC, Delhi
G. Ecological Data Secondary data from EIC, Delhi Secondary data from EIC, Delhi
H. Socioeconomic
Data Secondary data from EIC, Delhi Secondary data from EIC, Delhi
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3.2.3 Baseline Environmental Status
The baseline environmental study was carried out for Ambient Air, Water, Land, Noise,
Biological & Socioeconomic environment. The study period was March, 2017 to May,
2017. The environmental samples were collected from the selected location of the study
area. The scenario of environmental condition of the area revealed from the sample &
data analysis is described below in subsequent paragraphs.
3.3 MICROMETEOROLOGY
The climate of Gujarat is varied, as it is moist in the southern districts and dry in the
northern region. The Arabian Sea and the Gulf of Cambay in the west and the forest-covered
hills in the east soften the rigors of climatic extremes, consequently reducing the
temperature and render the climate more pleasant and healthy. Bharuch lies along the
southern part of the state and experiences a climate with aridity index of 15 to 20 per cent
indicating adequate moisture availability in the soils for most part of the year. (Courtesy:
Environmental Information Centre, New Delhi)
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3.3.1 Temperature Details
Minimum, Maximum and Average Temperatures for Surat Station of the year 2016 are given
in Table 3.3.
Table 3.3
Temperature Data
Month
(2016)
Minimum
Temperature
(0C)
Maximum
Temperature
(0C)
Average
Temperature
(0C)
January 17 34 25
February 19 37 28
March 19 40 29
April 25 39 31
May 28 41 32
June 26 37 31
July 25 33 29
August 25 32 29
September 8 33 28
October 19 37 28
November 17 34 25
December 15 35 24
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3.3.2 Relative Humidity (RH)
Minimum, Maximum and Average Monthly Relative Humidity for Surat Station of the year
2016 is given in Table 3.4.
Table 3.4
Relative Humidity Data
Month
(2016) Minimum R.H.% Maximum R.H.% Average R.H.%
January 6 55 25
February 6 100 25
March 6 82 28
April 6 70 30
May 6 69 37
June 11 77 34
July 19 94 52
August 65 100 91
September 16 100 72
October 6 97 39
November 6 39 15
December 6 39 14
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3.3.3 Rainfall
Rainfall data for Surat Station of the year 2016 is presented in Table 3.5.
Table 3.5
Rainfall Data
Month
(2016)
Monthly Total
(mm) Numbers of Rainy Days
January 0 0
February 0 0
March 0 0
April 0 0
May 0 0
June 19.7 3
July 312.0 11
August 98.6 4
September 109.8 5
October 77.0 4
November 0 0
December 0 0
Total 617.1 27
Total rainfall, during the monsoon period, has been recorded as 617.1 mm.
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3.3.4 Wind Speed
Wind speed for Surat Station of the year 2016 is given in Table 3.6.
Table 3.6
Wind Speed Data
Sr. No. Month
(2016)
Average Wind speed
(KMPH)
1. January 0.4
2. February 0.9
3. March 1.5
4. April 3.0
5. May 6.0
6. June 6.7
7. July 5.3
8. August 6.9
9. September 4.1
10. October 1.9
11. November 1.8
12. December 2.6
Average 3.425
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3.3.5 Temperature, Relative Humidity & Wind Speed
The site specific data were collected for March, 2017 to May, 2017. Data are tabulated in
Table 3.7.
Table - 3.7
Site Specific Meteorological Data (Period: Mar., 2017 to May, 2017)
METEOROLOGICAL PARAMETER MONTH
MARCH’ 17 APRIL’ 17 MAY’ 17
Temperature (0C)
Min.
Max.
Avg.
20.2
40.8
30.5
20.7
42.2
27.3
27.6
40.1
31.9
Relative Humidity (%)
Min.
Max.
Avg.
5.9
92.3
26.2
6.8
87.0
28.3
7.9
98.4
39.2
Wind Speed (km/h)
Min.
Max.
Avg.
0
13.3
7.5
0
14.9
8.2
0
16.5
8.3
There was no rainfall during the study period. Diurnal shift in wind direction was not
observed during study period.
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3.3.6 Wind Rose
Wind rose is a graphical representation of the magnitude and direction of wind speed
considering all the directions. With the help of wind rose diagram one can easily predict the
direction and extent of spreading of the gaseous and particulate matter from the source.
Wind rose diagrams & stability class distribution are prepared for the study area and
presented in Figures - 3.1A & 3.1B respectively.
Figures - 3.1A
Wind Rose Diagram
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8.7
60.1
16.6
11.4
3.00.2 0.0
0
10
20
30
40
50
60
70
%
Wind Class Frequency Distribution
Wind Class (m/s)Calms 0.50 - 2.10 2.10 - 3.60 3.60 - 5.70 5.70 - 8.80 8.80 - 11.10 >= 11.10
9.0
13.9
10.49.9
13.6
23.8
10.8
8
10
12
14
16
18
20
22
24
26
28
%
Stability Class Frequency Distribution
Stability ClassA B C D E F G
Figure-3.1B
Stability Class Distribution
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3.4 AIR ENVIRONMENT
3.4.1 DESIGN OF NETWORK FOR AMBIENT AIR QUALITY MONITORING LOCATIONS
The air quality status in the impact zone is assessed through a network of ambient air
quality monitoring locations. The tropical climatic conditions mainly control the transport
and dispersion of air pollutant emissions during various seasons.
The baseline studies for air environment include identification of specific air pollutants prior
to implementation of the project. The Environmental Impact Assessment (EIA) study
requires monitoring of baseline ambient air quality during one season. Accordingly, ambient
air quality monitoring was carried out in the pre-monsoon season from March 1, 2017 to
May 31, 2017 was collected. The main sources of air emissions in the study area are
industrial operations, vehicular emission, dust from paved and unpaved tracks, fuel burning
for domestic purpose, and wind blown dust from open land.
Nine Ambient Air Quality Monitoring (AAQM) locations were selected based on guidelines of
ambient air quality network siting criteria of CPCB. All AAQM locations were selected within
the study area of 10 km radial distance from the project site covering all zones i.e. industrial,
residential, rural & other area as per NAAQS and keeping in mind local topography and
meteorology of the area.
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3.4.2 METHODOLOGY FOR AMBIENT AIR QUALITY MONITORING
The ambient air quality monitoring was carried out in accordance with National Ambient Air
Quality Standards (NAAQS) of CPCB. Ambient Air Quality Monitoring (AAQM) was carried
out at nine locations during the study period. The locations of the different stations with
respect to its distance and direction from project site are shown in Table-3.8 and Figure-3.2
respectively.
The conventional and project specific parameters such as Suspended Particulate Matter,
Respirable Suspended Particulate Matter (RSPM-PM10), Respirable Suspended Particulate
Matter (RSPM-PM2.5), Sulphur Dioxide (SO2), Oxides of Nitrogen (NOx), Ozone (O3), Lead
(Pb), Carbon Monoxide (CO), Ammonia (NH3), Benzene (C6H6), Benzo (a) Pyrene (BaP),
Arsenic (AS), Nickel (Ni), Chlorine (Cl2), HCl, HF, NH3 , Br2 & VOCs were monitored at site.
The values for mentioned concentrations of various pollutants at all the monitoring
locations were processed for different statistical parameters like arithmetic mean, minimum
concentration, and maximum concentration and percentile values. The existing baselines
levels of Suspended Particulate Matter, Respirable Suspended Particulate Matter (RSPM-
PM10), Respirable Suspended Particulate Matter (RSPM-PM2.5), Sulphur Dioxide (SO2),
Oxides of Nitrogen (NOx), Ozone (O3), Lead (Pb), Carbon Monoxide (CO), Ammonia (NH3),
Benzene (C6H6), Benzo (a) Pyrene (BaP), Arsenic (AS), Nickel (Ni), Chlorine (Cl2) ), HCl, HF,
NH3 , Br2 & VOCs are expressed in terms of various statistical parameters as given in Tables-
3.9
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Table - 3.8
Locations of the Ambient Air Quality Monitoring Stations
SR.
NO.
NAME OF VILLAGE BEARING
W.R.T.
PROJECT SITE
APPROXIMATE
RADIAL DISTANCE
FROM PROJECT
SITE (KM)
TYPE OF
AREA
LATITUDE -
LONGITUDE
1. Project site -- -- Industrial 73° 1'16.81" E
21°37'24.67" N
2. Village: Andada N 3.04 Residential 21° 39'20.60" N
73°01'11.66" E
3. Village: Jitali SE 4.81 Residential 21° 37'10.88" N
73°03'56.93" E
4. Village: Uchhali NE 4.86 Residential 21° 38'38.79" N
73°03'51.06" E
5. Village: Motali NE 3.18 Residential 21° 39'02.75" N
73°02'31.59" E
6. Village: Kharchi Bhilwada NE 7.18 Residential 21° 40'06.27" N
73°05'17.94" E
7. Village: Gadkhol Patiya NNW 2.30 Residential 21° 38'40.08" N
73°0'45.06" E
8. Village: Amboli W 4.67 Residential 21° 36'55.09" N
72°57'45.45" E
9. Village: Umarwada SW 4.86 Residential 21° 34'52.36" N
72°58'18.56" E
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Figure - 3.2
Locations of the Ambient Air Quality Monitoring Stations
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Table - 3.9
Ambient Air Quality Status (March, 2017 to May, 2017)
SR.
NO.
SAMPLING LOCATION SAMPLING
DURATION
SPM PM10 PM2.5 SO2 NOx NH3 O3
µµµµg/m3
1. Project site: (A1) 24 hours 128.3 91.83 55.44 18.69 22.05 BDL 10.75
2. Andada (A2) 24 hours 136.6 94.63 49.57 16.42 18.16 BDL 10.55
3. Jitali(A3) 24 hours 136.4 96.39 48.29 18.31 20.56 BDL 11.02
4. Uchhali (A4) 24 hours 123.2 89.54 47.0 17.29 21.02 BDL 10.85
5. Motali (A5) 24 hours 122.8 81.34 44.69 16.93 18.25 BDL 10.88
6. Kharchi Bhilwada (A6) 24 hours 140.8 97.3 51.72 19.66 23.05 BDL 11.19
7. Gadkhol Patiya (A7) 24 hours 122.7 82.13 48.06 18.96 20.33 BDL 10.76
8. Amboli (A8) 24 hours 121.1 78.35 43.98 16.87 19.03 BDL 10.65
9. Umarwada (A9) 24 hours 143.0 92.4 57.51 20.42 21.64 BDL 10.76
NAAQS 200 100 60 80 80 400 180
SR.
NO.
SAMPLING LOCATION Pb As Ni C6H6 HBr CO VOC Cl2
µµµµg/m3 ng/m
3 ng/m
3 µµµµg/m
3 ppm mg/m
3 ppm µµµµg/m
3
1. Project site : (A1) BDL BDL 10.59 BDL BDL 1.33 1.0 BDL
2. Andada (A2) BDL BDL 10.62 BDL BDL 1.27 0.7 BDL
3. Jitali(A3) BDL BDL 10.81 BDL BDL 1.9 0.5 BDL
4. Uchhali (A4) BDL BDL 10.77 BDL BDL 1.25 0.4 BDL
5. Motali (A5) BDL BDL 10.73 BDL BDL 1.22 0.4 BDL
6. Kharchi Bhilwada (A6) BDL BDL 10.74 BDL BDL 1.20 0.5 BDL
7. Gadkhol Patiya (A7) BDL BDL 10.57 BDL BDL 1.23 0.6 BDL
8. Amboli (A8) BDL BDL 10.48 BDL BDL 1.28 0.4 BDL
9. Umarwada (A9) BDL BDL 10.56 BDL BDL 1.29 0.5 BDL
NAAQS 1 6 20 5 300 4 -- 100
Note: BDL = Below Detectable Limit
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Note:
Parameter Min.
Detectable
Limit
Test Method NABL OR NON NABL
Suspended Particulate
Matter (SPM)
3.0 µg/Nm3 IS 5182 (PART 4): 1999 Aqua-Air-NABL
Particulate Matter (PM10) 5.0 µg/Nm3 IS 5182 (PART 23):2006 (Cyclonic Flow
Technique) Gravimetric
Aqua-Air-NABL
Particulate Matter (PM2.5) 2.0 µg/Nm3 Gravimetric Method
Guideline for Manual Sampling & Analysis Vol.I
(May-2011): CPCB (MoEF,Govt. of India)
Contents Sr. no. (4), P.g.no.15-30.
Aqua-Air-NABL
Sulphur Dioxide (SO2) 1.6 µg/Nm3 IS 5182 (PART-2):2001 Aqua-Air-NABL
Oxides of Nitrogen (NOx) 5.0 µg/Nm3 IS 5182 (PART-6):2006 Aqua-Air-NABL
Ozone (O3) 0.001 ppm OR
2.14 µg/Nm3
IS 5182 (PART-9) :1974 Aqua-Air-NABL
Ammonia (NH3) 1.0 µg/Nm3 Indophenol Blue Method Aqua-Air-NABL
Chlorine (Cl2) 5.0 µg/m3 IS:5182:(PART-19):1982 Aqua-Air-NABL
*Carbon Monoxide (CO) 1.14 mg/Nm
3 Digital CO Analyzer Aqua-Air-Non NABL
*VOC 0.001 ppm
(1 ppb)
Portable VOC Analyser
(TIGER handheld (VOC detector))
(PTXSLBME-0004) 0.001 ppm
(1 ppb) TO 20,000 ppm (
20,000 mg/m3)
Aqua-Air-Non NABL
*Lead (Pb) 0.5 µg/Nm
3 AAS APHA 3030 E Aqua-Air-Non NABL
*Arsenic (As) 2 ng/Nm
3 AAS APHA 3114 B- C Aqua-Air-Non NABL
*Nickel (Ni) 10 ng/Nm
3 AAS APHA 3030 E Aqua-Air-Non NABL
**Benzene (C6H6) 2 µg/Nm
3 Adsorption extraction followed by GC/GCMS Pollucon-Non NABL
**Hydrogen Bromide (HBr) 5.0 µg/m
3 NIOSH Manual of Analytical Methods – 7907
Ion Chromatography (IC) with conductivity
detection
Pollucon-Non NABL
**Hydro Carbon (HC) 1 ppm Digital Gas Analyzer Pollucon-Non NABL
*Not in our NABL Scope,
**Analysed by Sub Contractor (Not in our NABL Scope)
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3.4.3 SUMMARY:
The statistical interpretation of observed ambient air quality concentrations is presented in
Table- 3.9. They represent the cross sectional distribution of the baseline air quality status
of the study region.
The maximum concentration of SPM (143 µg/m3), PM10 (97.3 µg/m
3), PM2.5 (57.51 µg/m
3),
SO2 (20.42 µg/m3), maximum concentration of NOx (23.05 µg/m
3), maximum concentration
of O3 (11.19 µg/m3), maximum concentration of CO (1.9 µg/m
3), maximum concentration of
VOC (1.0 ppm), was recorded in study area.
The minimum concentration of SPM (121.1 µg/m3), PM10 (78.35 µg/m
3), PM2.5 (43.98
µg/m3), SO2 (16.42 µg/m
3), minimum concentration of NOx (18.16 µg/m
3), minimum
concentration of O3 (10.55 µg/m3), minimum concentration of CO (1.2 µg/m
3), minimum
concentration of VOC (0.4 ppm), was recorded in study area.
The PM10 and PM2.5 concentrations at all the AAQM locations were primarily caused by local
phenomena including industrial & vehicular activities and natural dust getting air borne due
to manmade activities and blowing wind. PM10 and PM2.5 concentrations were observed
below stipulated standards of CPCB for Industrial, Residential, Rural and Other Area at all air
quality monitoring locations during the monitoring period. Results of all parameters are
found within limit.
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3.5 NOISE ENVIRONMENT
The objective of the noise level survey around the project site was to identify existing noise
sources and to measure background noise levels. Major noise sources in the study area are
industries, commercial, and vehicular movements. Major human settlement in the study
area is Ankleshwar which is about 4 km away from project site. The noise monitoring
locations are given in Table - 3.8 and shown in Figure - 3.2 while the results of noise
monitoring are given in Table - 3.10.
3.5.1 Methodology for Noise Monitoring
The noise monitoring was carried out at nine locations in day time during (6 am to 10 pm)
and at night time (10 pm to 6 am) in the study area covering all the areas i.e. industrial,
commercial, residential and silence zones as mentioned in Noise (Pollution and Control)
Rules, 2000. CPCB Recommendations for community noise exposure are attached as
Annexure – 2. Hourly Equivalent noise levels Leq (day) and Leq (night) were measured at
each monitoring locations. One day monitoring ranging from March 2nd
, 2017 during day
and night time was carried out at all the locations.
The noise level measured in study area at different locations is given in Table 3.10. The noise
sources identified around the site are vehicular traffic, industrial and commercial activities.
The noise levels were below the stipulated standards of CPCB.
Noise levels due to transportation were also measured at different locations. The
communities close to the project site are not exposed to major noise sources. The
commercial activities and transport apart from natural sources contribute to community
noise levels.
INDIAN STANDARDS FOR NOISE LEVEL
Sr. No. Locations Noise Level in
Day Time dB(A)
Noise Level in
Night Time dB(A)
1 Industrial Area 75 65
2 Commercial Area 65 55
3 Residential Area 55 45
4 Silence Zone i.e. Hospital, Educational institute etc. 50 45
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Table - 3.10 (A)
Details of Ambient Noise Quality Monitoring Locations
SR.
NO.
NAME OF VILLAGE BEARING
W.R.T.
PROJECT SITE
APPROXIMATE RADIAL
DISTANCE FROM PROJECT
SITE (KM)
1. Project site -- --
2. Village: Andada N 3.04
3. Village: Jitali SE 4.81
4. Village: Uchhali NE 4.86
5. Village: Motali NE 3.18
6. Village: Kharchi Bhilwada NE 7.18
7. Village: Gadkhol Patiya NNW 2.30
8. Village: Amboli W 4.67
9. Village: Umarwada SW 4.86
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Figure - 3.2 CONTD.
Locations of the Ambient Noise Level Monitoring Stations
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Table - 3.10 (B)
Background Noise Levels
SR.
NO.
LOCATION NOISE LEVEL IN
dB(A)
TIME
A) RESIDENTIAL AREA
1 Project site : (N1) 68.3 – 72.2
60.1 – 64.8
Day
Night
2. Andada (N2) 47.3 – 51.9
37.3 – 42.1
Day
Night
3. Jitali (N3) 48.4 – 53.2
37.2 – 41.5
Day
Night
4. Uchhali (N4) 47.5 – 52.7
38.2 – 42.7
Day
Night
5. Motali (N5) 46.7 – 51.5
39.1 – 43.1
Day
Night
6. Kharchi Bhilwada (N6) 47.8 – 53.1
39.4 – 44.9
Day
Night
7. Gadkhol Patiya (N7) 49.4 – 54.6
38.2 – 44.8
Day
Night
8. Amboli (N8) 47.2 – 53.2
37.2 – 43.2
Day
Night
9. Umarwada (N9) 47.1 – 52.8
38.1 – 42.5
Day
Night
B) COMMERCIAL AREA (TRANSPORTATION)
11. Nr. Valia Chowkdi 61.3 – 64.7
51.8 – 53.3
Day
Night
12. Nr. Asian Paint Chowkdi 58.2 – 61.8
48.2 – 51.1
Day
Night
13. Nr. Kondh By Pass Road 61.2 – 63.3
47.2 – 49.3
Day
Night
14. Nr. Jitali By Pass Road 60.9 – 62.5
50.4 – 52.7
Day
Night
15. Nr. Uchhali By Pass Road 58.3 – 60.2
51.2 – 52.5
Day
Night
16. Nr. Ankleshwar Bus Station 62.2 – 64.8
53.3 – 54.5
Day
Night
17. Nr. Kharchi By Pass Road 56.3 – 60.8
47.9 – 51.1
Day
Night
18. Nr. Amboli By Pass Road 55.7 – 61.2
45.2 – 47.7
Day
Night
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3.6 WATER ENVIRONMENT
The annual rainfall in the region was 617.1 mm. The baseline water quality status in the
region is established by analyzing surface water and ground water. Water requirement at
site would be met through GIDC water supply.
3.6.1 Methodology for Water Quality Monitoring
9 nos. of ground water and 1 nos. of surface water samples were collected from the study
area. These samples were analyzed for physic-chemical parameters to ascertain the
baseline status in the existing surface water and ground water bodies. Samples were
collected during the study period of March 2 & 3, 2017 and analyzed as per the Standard
Methods of Water and Wastewater Analysis (APHA).
Table - 3.11
Details of Water Quality Monitoring Locations
SR.
NO.
NAME OF VILLAGE BEARING
W.R.T.
PROJECT SITE
APPROXIMATE RADIAL
DISTANCE FROM PROJECT
SITE (KM)
1. Project site -- --
2. Village: Andada N 3.04
3. Village: Jitali SE 4.81
4. Village: Uchhali NE 4.86
5. Village: Motali NE 3.18
6. Village: Kharchi Bhilwada NE 7.18
7. Village: Gadkhol Patiya NNW 2.30
8. Village: Amboli W 4.67
9. Village: Umarwada SW 4.86
10. Umarwada Pond N 3.04
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Figure - 3.2 CONTD.
Locations of the Water Quality Monitoring Stations
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TABLE - 3.12
GROUND WATER QUALITY
SR.
NO.
PARAMETER UNIT LOCATION/LAB ID TEST METHOD ANDADA
06/EIA/16/
GW/V2
JITALI
06/EIA/16
/ GW/V3
UCHHALI
06/EIA/
16/ GW/V4
MOTALI
06/EIA/
16/ GW/V5
KHARCHI
BHILWADA
06/EIA/16/ GW/V6
RESULTS
1. pH -- 6.47 6.91 7.10 7.22 6.92 IS:3025 (P-11):1983
2. Temperature oC 24.9 24.8 24.9 25.1 25.0 IS:3025 (P-9):1984
3. Salinity ppt 0.25 1.26 1.59 2.33 2.11 Electrometric Method (Instrumental) & Operational Manual
4. Electrical Conductivity
mS/cm 412 2.08 2.62 3.82 3.48 IS:3025 (P-14):1984
5. Turbidity NTU 0.29 0.5 0.48 0.86 0.30 IS:3025 (P-10):1984
6. Dissolved Oxygen mg/L 6.00 6.41 5.86 5.06 6.27 IS:3025 (P-38):1989
7. Total Dissolved Solids (TDS)
mg/L 182.0 1346.0 1460.0 2244.0 2886.0 IS:3025 (P-16):1984
8. Total Suspended Solids (TSS)
mg/L 4.0 5.0 28.0 40.0 20.0 IS:3025 (P-17):1984
9. Total Solids (as TS)
mg/L 186.0 1351.0 1488.0 2284.0 2906.0 IS:3025 (P-15):1984
10. Chemical Oxygen Demand (COD)
mg/L 5.95 8.61 6.61 21.82 2.64 APHA & AWWA.22nd Ed.5220-B.(5-17)
11. Biochemical Oxygen Demand (BOD3
27) mg/L BDL BDL BDL BDL BDL IS:3025 (P-44):1993
12. Chlorides (as Cl-) mg/L 44.34 377.2 463.2 857.4 862.3 IS:3025 (P-32):1988
13. Sulphates (as SO4-
2) mg/L 10.69 67.52 141.0 98.66 101.3 APHA & AWWA. 22nd Ed.-4500-SO4
2--E.(4-190)
14. Total Alkalinity (as CaCO3)
mg/L 316.8 392.3 539.6 410.8 108.9 IS:3025 (P-23):1986
15. Total Hardness (as CaCO3)
mg/L 90.72 535.1 429.4 596.7 1251.9 IS:3025 (P-21):1983
16. Calcium Hardness mg/L 46.36 382.5 233.9 191.5 653.2 APHA & AWWA.22nd Ed.3500 Ca-B (3-67)
17. Magnesium (as Mg) mg/L 10.77 33.28 47.51 98.46 145.5 APHA & AWWA.22nd Ed. 3500 Mg-B (3-84)
18. Ammonical Nitrogen (as NH3-N)
mg/L BDL BDL BDL BDL BDL APHA & AWWA.22nd Ed.4500-NH3 B & C.(4-110,111,112)
19. Copper (as Cu) mg/L BDL* BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.3500-Cu B.(3-74)
20. Fluoride (as F-)
mg/L BDL* BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.4500-F--B & D.(4-84,87)
21. Total Iron (as Fe)
mg/L 0.16 BDL* 0.14 0.17 0.13 IS:3025 (P-53):2003
22. Phenol (as C6H5OH) mg/L BDL* BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.5530-B.5-47 & D.(5-49)
23. Oil & Grease mg/L BDL BDL BDL BDL BDL IS:3025 (P-39):1991
24. Hexavalent Chromium (as Cr+6)
mg/L BDL* BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.3500-Cr.-B (3-69)
25. Nickel (as Ni)
mg/L BDL* BDL* BDL* BDL* BDL* IS:3025 (P-54):2003
26. **Total Chromium (as Cr+3)
mg/L BDL BDL BDL BDL BDL APHA & AWWA. 22nd Ed.3111. B-AAS
27. **Zinc (as Zn) mg/L BDL BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
28. **Lead (as Pb) mg/L BDL BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
29. **Sodium (as Na)
mg/L 2.86 146.31 36.53 71.74 105.2 APHA & AWWA. 22nd Ed.-3111. B-AAS
30. **Potassium (as K)
mg/L 0.92 11.35 3.08 22.46 58.32 APHA & AWWA.22nd Ed.3500 K B- Flame Photometer
31. **Arsenic (as As)
mg/L BDL BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3112. B-AAS
32. **Cadmium (as Cd)
mg/L BDL BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-26
SR.
NO.
PARAMETER UNIT LOCATION/LAB ID TEST METHOD GADKHOL PATIYA
06/EIA/16/
GW/V7
AMBOLI 06/EIA/16/
GW/V8
Umarwada 06/EIA/16/
GW/V9
ANKLESHWAR GIDC WATER
06/EIA/16/
GW/V10
RESULTS
1. pH -- 7.20 7.31 7.15 8.26 IS:3025 (P-11):1983
2. Temperature oC 25.0 24.9 25.0 25.1 IS:3025 (P-9):1984
3. Salinity ppt 1.83 1.84 2.24 0.23 Electrometric Method (Instrumental) & Operational Manual
4. Electrical Conductivity
µS/cm -- -- -- 373 IS:3025 (P-14):1984
mS/cm 3.01 3.02 3.65 --
5. Turbidity NTU 0.07 0.06 0.63 0.36 IS:3025 (P-10):1984
6. Dissolved Oxygen mg/L 5.87 6.67 5.60 6.88 IS:3025 (P-38):1989
7. Total Dissolved Solids (TDS)
mg/L 1984.0 1564.0 2536.0 146.0 IS:3025 (P-16):1984
8. Total Suspended Solids (TSS)
mg/L 26.0 20.0 34.0 2.0 IS:3025 (P-17):1984
9. Total Solids (as TS)
mg/L 2010.0 1584.0 2570.0 148.0 IS:3025 (P-15):1984
10. Chemical Oxygen Demand (COD)
mg/L 14.54 5.29 10.58 10.32 APHA & AWWA.22nd Ed.5220-B.(5-17)
11. Biochemical Oxygen Demand (BOD3
27) mg/L BDL BDL BDL BDL IS:3025 (P-44):1993
12. Chlorides (as Cl-) mg/L 512.5 586.4 768.7 49.27 IS:3025 (P-32):1988
13. Sulphates (as SO4-
2)
mg/L 77.95 92.37 183.2 6.95 APHA & AWWA. 22nd Ed.-4500-SO42-
-E.(4-190)
14. Total Alkalinity (as CaCO3)
mg/L 351.5 470.3 628.7 108.9 IS:3025 (P-23):1986
15. Total Hardness (as CaCO3)
mg/L 556.4 338.7 909.2 112.9 IS:3025 (P-21):1983
16. Calcium Hardness mg/L 60.48 86.68 483.8 64.51 APHA & AWWA.22nd Ed.3500 Ca-B (3-67)
17. Magnesium (as Mg) mg/L 120.5 61.23 103.4 11.75 APHA & AWWA.22nd Ed. 3500 Mg-B (3-84)
18. Ammonical Nitrogen (as NH3-N)
mg/L BDL BDL BDL BDL APHA & AWWA.22nd Ed.4500-NH3 B & C.(4-110,111,112)
19. Copper (as Cu) mg/L BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.3500-Cu B.(3-74)
20. Fluoride (as F-)
mg/L BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.4500-F--B & D.(4-84,87)
21. Total Iron (as Fe)
mg/L 0.16 0.22 0.14 0.14 IS:3025 (P-53):2003
22. Phenol (as C6H5OH) mg/L BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.5530-B.5-47 & D.(5-49)
23. Oil & Grease mg/L BDL BDL BDL BDL IS:3025 (P-39):1991
24. Hexavalent Chromium (as Cr+6)
mg/L BDL* BDL* BDL* BDL* APHA & AWWA.22nd Ed.3500-Cr.-B (3-69)
25. Nickel (as Ni)
mg/L BDL* BDL* BDL* BDL* IS:3025 (P-54):2003
26. **Total Chromium (as Cr+3)
mg/L BDL BDL BDL BDL APHA & AWWA. 22nd Ed.3111. B-AAS
27. **Zinc (as Zn) mg/L BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
28. **Lead (as Pb) mg/L BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
29. **Sodium (as Na)
mg/L 69.88 118.5 246.45 3.74 APHA & AWWA. 22nd Ed.-3111. B-AAS
30. **Potassium (as K)
mg/L 11.50 32.10 91.50 1.32 APHA & AWWA.22nd Ed.3500 K B- Flame Photometer
31. **Arsenic (as As)
mg/L BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3112. B-AAS
32. **Cadmium (as Cd)
mg/L BDL BDL BDL BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-27
TABLE - 3.12 (B) SURFACE WATER QUALITY (CONT'D.)
Note: SW: Surface water BDL: Below Detectable Limit
The Minimum Detectable Limits for various parameters are as below:
SR.
NO.
PARAMETER UNIT UMARVADA POND
06/EIA/16/S
W1
TEST METHOD
RESULTS
1. PH -- 7.69 IS:3025 (P-11):1983
2. Temperature oC 25.0 IS:3025 (P-9):1984
3. Salinity ppt 0.56 Electrometric Method (Instrumental) & Operational Manual
4. Electrical Conductivity µS/cm 906.0 IS:3025 (P-14):1984
5. Turbidity NTU 0.76 IS:3025 (P-10):1984
6. Dissolved Oxygen mg/L 5.46 IS:3025 (P-38):1989
7. Total Dissolved Solids (TDS) mg/L 248.0 IS:3025 (P-16):1984
8. Total Suspended Solids (TSS) mg/L 12.0 IS:3025 (P-17):1984
9. Total Solids (as TS) mg/L 260.0 IS:3025 (P-15):1984
10. Chemical Oxygen Demand (COD) mg/L 25.13 APHA & AWWA.22nd Ed.5220-B.(5-17)
11. Biochemical Oxygen Demand (BOD327) mg/L BDL IS:3025 (P-44):1993
12. Chlorides (as Cl-) mg/L 19.71 IS:3025 (P-32):1988
13. Sulphates (as SO4-2) mg/L 47.19 APHA & AWWA. 22nd Ed.-4500-SO4
2--E.(4-190)
14. Total Alkalinity (as CaCO3) mg/L 222.8 IS:3025 (P-23):1986
15. Total Hardness (as CaCO3) mg/L 167.3 IS:3025 (P-21):1983
16. Calcium Hardness mg/L 50.40 APHA & AWWA.22nd Ed.3500 Ca-B (3-67) 17. Magnesium (as Mg) mg/L 28.41 APHA & AWWA.22nd Ed. 3500 Mg-B (3-84)
18. Ammonical Nitrogen (as NH3-N) mg/L BDL APHA & AWWA.22nd Ed.4500-NH3 B & C.(4-110,111,112)
19. Copper (as Cu) mg/L BDL* APHA & AWWA.22nd Ed.3500-Cu B.(3-74)
20. Fluoride (as F-) mg/L BDL* APHA & AWWA.22nd Ed.4500-F--B & D.(4-84,87)
21. Total Iron (as Fe) mg/L 0.36 IS:3025 (P-53):2003
22. Phenol (as C6H5OH) mg/L BDL* APHA & AWWA.22nd Ed.5530-B.5-47 & D.(5-49)
23. Oil & Grease mg/L BDL IS:3025 (P-39):1991
24. Hexavalent Chromium (as Cr+6) mg/L BDL* APHA & AWWA.22nd Ed.3500-Cr.-B (3-69)
25. Nickel (as Ni) mg/L BDL* IS:3025 (P-54):2003
26. **Total Chromium (as Cr+3) mg/L BDL APHA & AWWA. 22nd Ed.3111. B-AAS
27. **Zinc (as Zn) mg/L BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
28. **Lead (as Pb) mg/L BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
29. **Sodium (as Na)
mg/L 8.09 APHA & AWWA. 22nd Ed.-3111. B-AAS
30. **Potassium (as K)
mg/L 2.26 APHA & AWWA.22nd Ed.3500 K B- Flame Photometer
31. **Arsenic (as As)
mg/L BDL APHA & AWWA. 22nd Ed.-3112. B-AAS
32. **Cadmium (as Cd)
mg/L BDL APHA & AWWA. 22nd Ed.-3111. B-AAS
Parameters Value Parameters Value Parameters Value
Phenol as C6H5OH 0.01
mg/L
Total Iron as
Fe
0.01
mg/L
Nickel as Ni 0.03
mg/L
Total Phosphorus
as P
0.01
mg/L
Copper as Cu 0.05
mg/L
Hexavalent Chromium
as Cr+6
0.01
mg/L
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-28
SUMMARY
The statistical interpretation of observed ground water & surface water quality is
presented in Table-3.11.
3.6.2 BASELINE GROUND WATER QUALITY
pH of ground water samples varied from 6.47 to 8.26. Turbidity was found 0.06 to 0.86 NTU,
Total Dissolved Solids varied in the range of 146.0 to 2886.0 mg/L. DO and COD are found
in range of 5.06 to 6.88 mg/L, and 2.64 to 21.82 mg/L respectively. BOD3 was found to be
BDL. Total Hardness (as CaCO3) varied from 90.72 to 1251.9 mg/L. Total Alkalinity varied
from 108.9 to 628.7 mg/L. Chlorides and Sulfates are found in the range of 44.34 to 862.3
mg/L and 6.95 to 183.2 mg/L respectively.
3.6.3 BASELINE SURFACE WATER QUALITY
pH of surface water samples was found 7.69. Turbidity was found 0.76 NTU, Total Dissolved
Solids was found 248.0 mg/L. DO and COD are found 5.46 and 25.13 mg/L respectively.
BOD3 was found to be BDL. Total Hardness (as CaCO3) are found 167.3 mg/L. Total Alkalinity
varied from 222.8 mg/L. Chlorides and Sulfates are found 19.71 mg/L and 47.19 mg/L
respectively.
3.7 LAND ENVIRONMENT
3.7.1 Methodology For Soil Monitoring
Soil samples were collected from nine locations during March 2 & 3, 2017 within the study
area to assess its physico-chemical characteristics. The analysis results of soil samples are
given in Table 3.14.
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-29
Table - 3.13
Details of Soil Sampling Locations
SR.
NO.
NAME OF VILLAGE BEARING
W.R.T.
PROJECT SITE
APPROXIMATE
RADIAL DISTANCE
FROM PROJECT
SITE (KM)
1. Project site -- --
2. Village: Andada N 3.04
3. Village: Jitali SE 4.81
4. Village: Uchhali NE 4.86
5. Village: Motali NE 3.18
6. Village: Kharchi Bhilwada NE 7.18
7. Village: Gadkhol Patiya NNW 2.30
8. Village: Amboli W 4.67
9. Village: Umarwada SW 4.86
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-30
Figure - 3.2 CONTD.
Locations of the Soil Sampling Stations
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
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TABLE – 3.14
PHYSICO-CHEMICALS CHARACTERISTICS OF SOIL
SR.
NO.
PARAMETER UNIT
LOCATION/LAB ID TEST METHOD PROJECT
SITE
06/EIA/16/ SO/V1
ANDADA
06/EIA/16/
SO/V2
JITALI
06/EIA/16/
SO/V3
UCHHALI
06/EIA/16/
SO/V4
MOTALI
06/EIA/16/
SO/V5
KHARCHI
BHILWADA
06/EIA/16/ SO/V6
1.
Moisture
Content
% 4.65 2.13 5.37 4.75 4.80 7.11 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-10.5
*Total Solids % 91.45 97.87 94.63 95.25 95.20 92.89
2. pH
-- 7.58 7.09 7.41 7.34 7.49 7.61 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.1
3. Temperature
oC 25.0 25.1 24.9 25.2 25.1 25.0
4. Bulk Density gm/cm3 1.21 1.15 1.25 1.15 1.25 1.15 Handbook of methods in environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-10.4
5. Porosity % 53.27 56.49 52.83 56.60 52.83 56.60 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-10.4
6. Water Holding
Capacity
(WHC)
% 69.37 46.53 64.57 69.16 67.31 65.97 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-10.7
7. *Specific
Gravity
-- 2.57 2.66 2.52 2.84 2.73 2.68 IS:2720 (P-3/S-1):1980
8. *Total
Hardness
(as CaCO3)
-- 583.0 392.0 552.0 726.0 714.0 592.0 IS:3025 (P-21):2009
9. Calcium (as
Ca+2)
mg/Kg 234.1 120.2 210.4 280.6 210.4 220.4 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.15
10. Magnesium
(as Mg+2)
mg/Kg 2.51 21.85 6.05 4.85 44.95 9.70 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.15
11. Chlorides (as
Cl-)
mg/Kg 136.2 374.9 149.9 199.9 149.9 124.9 Handbook of methods in
environmental studies.Vol.2, Edition:
2011, S.K.Maiti-11.16
12. Total
Phosphorus
mg/Kg 17.5 17.75 12.0 16.75 19.25 14.50 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.9
13. Available
Phosphorus
mg/Kg 3.31 4.58 3.85 4.32 5.02 2.98 Vol.2:, Edition: 2011,
S.K.Maiti-11.8, pg no.177
14. Organic
Matter (OM)
% 6.38 3.52 6.30 6.87 7.02 6.47 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.5
15. *Total
Alkalinity
(as CaCO3)
mg/Kg 742.4 643.5 594.0 1014.0 668.3 272.3 IS:3025 (P-23):1986
16. Total Nitrogen mg/Kg 151.3 96.22 122.5 131.7 119.8 98.54 Handbook of methods in
environmental
studies.Vol.2, Edition:
2011, S.K.Maiti-11.6
17. *Nitrate Nitrogen
(as NO3--N)
mg/Kg 0.57 7.25 4.05 0.45 0.80 1.80 APHA & AWWA.22nd
Ed.4500-NO3- B. (4-122)
18. *Sulphates (as
SO4-2)
mg/Kg 11.52 7.25 2.1 8.0 6.4 4.8 IS:2720(P-27):1977
19. *Total Iron (as
Fe)
mg/Kg 1.58 0.98 1.05 0.89 4.37 4.53 IS:3025 (P-53):2003
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 3-32
20. *Copper (as
Cu)
mg/Kg BDL* BDL* BDL* BDL* BDL* BDL* APHA & AWWA.22nd
Ed.3500-Cu B. (3-74)
21. *Nickel (as Ni) mg/Kg BDL* BDL* BDL* BDL* BDL* BDL* IS:3025 (P-54):2003
22. **Lead (as Pb) mg/Kg BDL* 2.13 1.81 2.06 BDL* 0.94 USEPA-3500-B/AAS
23. **Arsenic (as
As)
mg/Kg BDL* BDL* BDL* BDL* BDL* BDL* USEPA-3500-B/AAS
24. **TOC mg/Kg 24.71 18.36 21.48 28.45 18.94 17.68 USEPA-3500-B/AAS
25. **Color
-- Light Brown
Yellowish Brown
Blackish Brown
Light Brown
Yellowish Brown
Light Brown
USEPA-3500-B
26. **Sodium (as Na)
mg/Kg 692.0 1124.0 485.6 657.4 814.5 562.8 USEPA-3500-B/AAS
27. **Potassium (as K)
mg/Kg 382.0 988.0 366.2 408.9 576.2 393.5
28. **Cadmium
(as Cd)
mg/Kg BDL* BDL* BDL* BDL* BDL* BDL*
29. **Permeability
cm/sec 3.82 x 10-
3
2.17x10-6 4.28 x 10-
3
3.69 x 10-
4
3.68 x 10-3 4.21 x 10-3 IS: 2720 (Part-16):2006
30. **Grain Size Analysis:
Gravel % 0 0 2 0 0 34
IS:2720 (Part-4):2006
Coarse Sand % 0 3 2 1 1 9
Medium Sand % 8 5 5 7 4 4
Fine Sand % 52 10 51 20 64 31
Silt + Clay % 40 82 40 72 31 22
SR.
NO.
PARAMETER UNIT
LOCATION/LAB ID GADKHOL PATIYA
06/EIA/16/
SO/V7
AMBOLI 06/EIA/16/
SO/V8
Umarwada 06/EIA/16/
SO/V9
TEST METHOD
1.
Moisture Content % 4.77 7.04 3.86 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-10.5 *Total Solids % 95.23 92.96 96.14
2. pH
-- 7.74 7.72 7.95 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.1
3. Temperature
oC 25.0 25.1 25.0
4. Bulk Density gm/cm3 1.20 1.24 1.11 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-10.4
5. Porosity % 54.71 53.20 58.07 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-10.4
6. Water Holding
Capacity (WHC)
% 71.50 58.56 65.57 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-10.7
7. *Specific Gravity
-- 2.88 2.36 2.46 IS:2720 (P-3/S-1):1980
8. *Total Hardness
(as CaCO3)
-- 615.0 512.0 655.0 IS:3025 (P-21):2009
9. Calcium (as Ca+2) mg/Kg 240.5 200.4 210.4 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.15
10. Magnesium
(as Mg+2)
mg/Kg 2.40 2.40 24.3 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.15
11. Chlorides (as Cl-) mg/Kg 125.1 99.95 250.0 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.16
12. Total Phosphorus mg/Kg 18.0 18.0 20.25 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.9
13. Available
Phosphorus
mg/Kg 3.29 3.73 4.29 Vol.2:, Edition: 2011, S.K.Maiti-11.8, pg no.177
14. Organic Matter
(OM)
% 6.60 7.22 6.23 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.5
15. *Total Alkalinity
(as CaCO3)
mg/Kg 767.2 519.2 742.5 IS:3025 (P-23):1986
16. Total Nitrogen mg/Kg 156.4 96.28 109.6 Handbook of methods in environmental studies.Vol.2,
Edition: 2011, S.K.Maiti-11.6
17. *Nitrate Nitrogen
(as NO3--N)
mg/Kg 0.45 9.35 2.45 APHA & AWWA.22nd Ed.4500-NO3- B. (4-122)
18. *Sulphates (as SO4-
2)
mg/Kg 10.65 4.65 29.40 IS:3025 (P-21):2009
19. *Total Iron (as Fe) mg/Kg 1.66 2.20 1.97 IS:3025 (P-53):2003
20. *Copper (as Cu) mg/Kg BDL* BDL* BDL* APHA & AWWA.22nd Ed.3500-Cu B. (3-74)
21. *Nickel (as Ni) mg/Kg BDL* BDL* BDL* IS:3025 (P-54):2003
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22. **Lead (as Pb) mg/Kg BDL* BDL* 1.74 USEPA-3500-B/AAS
23. **Arsenic (as As) mg/Kg BDL* BDL* BDL* USEPA-3500-B/AAS
24. **TOC mg/Kg 25.62 23.84 22.56 USEPA-3500-B/AAS
25. **Color
-- Light
Brown
Blackish
Brown
Yellowish
Brown
USEPA-3500-B
26. **Sodium (as Na) mg/Kg 680.0 783.0 838.0 USEPA-3500-B/AAS
27. **Potassium (as K)
mg/Kg 302.0 562.0 792.0
28. **Cadmium (as Cd)
mg/Kg BDL* BDL* BDL*
29. **Permeability
cm/sec 3.90 x 10-3 4.64 x 10-4 7.37x10-5 IS: 2720 (Part-16):2006
30. **Grain Size Analysis:
Gravel % 0 2 2
IS:2720 (Part-4):2006
Coarse Sand % 0 1 2
Medium Sand % 2 2 12
Fine Sand % 56 48 12
Silt + Clay % 42 47 72
Note: BDL = Below Detectable Limit
The Minimum Detectable Limits for various parameters are as below:
Detectable Limit of Instrument:
Copper: 0.05 mg/kg
Phenol: 0.1 mg/kg
Iron: 0.01 mg/kg
Phosphorus: 0.1 mg/kg
Nickel: 0.03 mg/kg
3.7.2 SUMMARY OF SOIL QUALITY
Parameters like Porosity, Water Holding Capacity, Bulk Density, etc. were considered.
Based on the soil analysis report, the following can be concluded:
The porosity of soils varied from 52.83% to 58.07% and can be considered as moderate to
good for air and water movement in the soil. The Water Holding Capacity varied from
46.53% to 71.50%. Bulk Density varied from 1.11 to 1.25 g/cm3. The moisture content varied
from 2.13% to 7.11%. pH varied from 7.09 to 7.95. Calcium varied from 120.2 to 280.6
mg/kg. Total Hardness varied from 392 to 726 mg/kg. Total Iron varied from 0.89 to 4.53
mg/kg.
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3.8 GEOLOGICAL & HYDROLOGICAL DATA
3.8.1 Method of Preparation
The geological classification map has been prepared by extracting the areas under different
geological classification from the 1:2 million scale maps prepared by Geological Survey of
India (GSI) for the State of Gujarat. The map text has been modified in consultations with the
Department of Geology, University of Delhi. The project area, towns and village locations
have been added for ease of spatial reference. Locations of towns and villages have been
extracted from CoI maps, SoI topographical maps and confirmed with satellite data.
3.8.2 Description of Geological Classification and Area under Different Formations
Geologically the area is monotonous with little variations. The alluvial deposits of the area
belong to the Quaternary period and have almost the same history of sedimentation, basin
characters and environments of deposition. The deposits have marginal variation in their
composition and thickness. The alluvium shows ample evidences of neotectonism; the
drainage courses are governed by structural dislocation and disturbed by the neotectonic
activities. Table 3.15 provides the major geological features and area under different
formations.
3.8.3 Geological Map
A map depicting the major geological features in the project area is presented in Figure 3.3.
The map also marks the area within 10 km with project site as a centre. Town and village
locations are also depicted to facilitate ease of reference.
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Table – 3.15
Description of geological classification and area under different formations
STRATIGRAPHY AREA
(SQ. KM.)
AGE DESCRIPTION
Q =
Undifferentiated
fluvial/ Aeolian/
coastal sediments
212.73 Holocene in
Quaternary
period (1 million
year to recent)
Some gypsum deposits are found in these
Quarternary sediments. High potential for yielding
significant quantities of ground water.
N1k = Khari
Formation
67.83 Miocene (23.8 to
5.3 million
years)
Comprises variegated siltstones, and grey gypseous
marls deposited in a quiet epi-neritic basin. The
upper part of this formation has yielded a rich
assemblage of Miocene fossils. It unconformably
overlies the Bermoti Formation. Poor potential for
ground water.
Pg3b = Bermoti
Formation
12.18 Oligocene (33.7
to 23.8 million
years)
Comprises greenish grey marl, and argillaceous
limestone succession with a basal bed of bouldery
clayey marl. This bouldery bed characterizes the
unconformity with the lower Berwali Formation.
Poor potential for ground water.
Pg2b = Berwali
Formation
21.21 Eocene (54.8 to
33.7 million
years)
Comprises gypseous and ochreous clays, lignite,
oolitic sandstone and marl. Contains fossils of
Foraminifera and Molluscs in the lower part,
overlain by dense fossiliferous fragmental
limestone. Potential for ground water reserves
may vary from poor to good, depending on the
rock type encountered.
(Courtesy: Environmental Information Centre, New Delhi)
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Figure-3.3
Major Geological Features
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3.8.4 HYDROLOGY
The geology of the district with vast area affected by inherent/coastal salinity, presents a
complex hydrogeological pattern. Hydrogeological map is shown. The hard rocks, the semi-
consolidated Cretaceous, and Tertiary formations and unconsolidated alluvial deposits, all
comprise multi – aquifer systems thereby presenting unconfined as well as confined
groundwater conditions in the entire district. Tertiary formations are inherently saline and
contain poor quality of groundwater. Groundwater occurs under unconfined conditions in
the limestone and sandstone aquifers of Bagh beds. Occurrence and movement of
groundwater is restricted mainly to the fractures and joints in the limestones and
sandstones. The discharge in dug wells varies from 30 to 50 m3/day. The bagh beds, here
overlain by Deccan Trap are likely to yield groundwater under confined conditions. The
Deccan Trap have given rise to multi-layered stratified aquifers. Each individual flow
comprises two distinct units, namely the upper vesicular basalt and the lower massive
basalt. The massive basalt is hard and compact with primary porosity but the vesicular
basalts exhibit porosity. The movement of groundwater is therefore controlled by the
secondary porosity developed by the presence of fractures and joints.
The paleoweathering which is invariably observed at depth near the top of every flow, has
given rise to good aquifers at depth. The yield of the dug wells in Deccan traps, which
ange in depth from 5 to 25 m bgl, sustain pumping from 1/2 hour to 10 hour with discharge
varying from 200 to 1200 litre per minute (LPM) for drawdown of 4 to 7 m. Bore well
tapping deeper zones down to 150m below ground level (bgl), have yielded 100 to 600 LPM
for a drawdown of 6 to 15 m. The sandstone are the main aquifers in the Tertiary
formations but the limestone also yield significant quantities of groundwater wherever
karstic development have taken place. Deep tube well tapping the Tertiary formations is
capable of yielding 300 to 3000 LPM of water for meager drawdown of 1 to 7 m. The
alluvium formations in the western most part of the area do not constitute potential
aquifers on account of inferior quality of water.
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FIGURE – 3.4
HYDROGEOLOGICAL MAP
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3.8.5 DRAINAGE PATTERN
Figure – 3.5
Drainage Pattern
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3.9 LAND USE PATTERN
Land use, in general, reflects the human beings activities on land, whereas the word land
cover indicates the vegetation, agricultural and artificial manmade structures covering the
land surfaces. Identification and periodic surveillance of land uses and vegetation covers, in
the vicinity of any developmental activity is one of the most important components for an
environmental impact assessment, which would help determine the impact of the project
development activity on the land use pattern.
3.9.1 METHOD OF DATA PREPARATION
The land use / land cover has been presented in the form of a map prepared by using IRS P6
LISS-III and procured from the National Remote Sensing Agency (NRSA), Hyderabad. The
satellite data has been processed using ERDAS Imagine software supported with ground
checks and ground truth verification. Area and distance calculations have been carried out
using GIS software after geo- referencing the interpreted data with the help of Survey of India
(SoI) topographical maps of the scale 1:50,000.
A map depicting major land use/ land cover classes comprising lands under agriculture,
allow land, open/degraded vegetation; lands falling under water bodies, scrub and lands
under inhabitations is presented at Figure 3.6. The map also marks the area within 10 km of
the project site as the area of interest.
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Figure – 3.6
Process Methodology
Procurement of
Satellite Imagery
Preparation of Base
Map using
topographical maps
Data Preparation
- Radiometric correction
- Geometric correction
Preparation of
Signature Confusion
Matrix
First Level
Classification
Field
Verification/Ground
Truth
Updated information
from field
Second Level
Classification
Accuracy Estimation Area Estimation Map Output
Pre field process
Field process
Post field
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Table – 3.16
Areas Under Different Land use
SR.
NO.
LAND USE CLASSIFICATION AREA WITHIN 10 KM OF
PROJECT LOCATION
PERCENTAGE OF TOTAL
AREA
1 Water Bodies 1.12 0.36
2 Open Barren Land 40.89 13.02
3 Agriculture Land 66.61 21.21
4 Fallow Land 161.75 51.50
5 Degraded Vegetation 3.29 1.05
6 River 8.03 2.56
7 Marshy Land 0.51 0.16
8 Habitation & Settlement 22.3 7.10
9 Sand & Beach 0.48 0.15
10 Miscellaneous Land 9.08 2.89
Total 314.06 100.00
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Figure – 3.7
Land use / Land cover
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3.10 Toposheet
Figure 3.8
Toposheet
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3.11 ECOLOGICAL INFORMATION
Introduction
Bharuch (formerly commonly known as Broach) in India, is a district in the southern part of
the Gujarat peninsula on the west coast of state of Gujarat with a size and population
comparable to that of Greater Boston. The Narmada River outlets into the Gulf of Khambhat
through its lands located in the central and northern parts of the sub-continent of India. The
geographical location of the district is 21.30° to 22.00° N Latitude and 72.45° to 73.15° E
Longitude. The district has eight Talukas, Bharuch (District Headquarter), Ankleshwar, Valia,
Jhagadia, Vagra, Aamos, Hansot and Jambusar. The total area of the district is 5,253 sq km,
as per the census of 2001; the population is 1.3 million, with 261 persons per sq. km. The
district is situated at the mouth of River Narmada. The major rivers flowing through the
district are: Narmadha, Dhadhar, Kim and Kaveri.
Climate
The weather of Bharuch district is hot and dry-starting from mid-march till mid-June, mid-
during summer season weather remains hot and dry. While from mid-June till end of
September weather remains humid and can be considered pleasant. From October-
November weather is bit hot. From December to February climate remains cool
Rainfall
The average rainfall of the district is 800 mm.
Biogeography
According to Rodgers and Panwar (1988), Gujarat has parts of four biogeographic zones:
Zone 3. The Indian Desert
Province 3A - Kutch
Zone 4. The Semi-arid Zone:
Province 4B - Gujarat – Rajputana
Zone 5. The Western Ghats:
Province 5A - Malabar Coast
Province 5B - Western Ghat Mountains
Zone 10. The Coast of India:
Province 10A - West Coast
The project area falls at Zone 4: The Semi-arid zone, Province 4B – Gujarat-Rajputana.
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3.11.1 PHYSIOGRAPHY
The region provides a combination of most of the geo-environmental features for the
development of favorable ecosystems. The alluvial sediments and reasonable water
resources have provided impetus towards developing human induced ecosystems of
agricultural cropping agro-forestry and horticulture. The elevation range of the region is
about 20 m showing a very gentle flat gradient of 1:800 to 1:1000. The region shows more
or less a flat topography with a series of sections cut by deeply incised channels of rivers
flowing across the region. The riverbanks are generally marked by levee deposits, creating a
ridge type banks with higher elevations than the general ground level. The flat topography is
dotted by low height sandy mounds of stabilized dunes. Formation of ravine landscape is
quite common on most of the riverbanks due to deep gully erosion. The rivers are prone to
heavy floods and land erosion.
3.11.2 FOREST
Bharuch area is characterized by tropical dry deciduous forests. The total forest area of
district is 1449.68 sq.m. That accounts for 0.73 % of the total geographical area of the
district. The nearest forest patch is Ratanpur Reserve Forest, which is about 21.65 km from
the project area. (Courtesy: Environmental Information Centre, New Delhi)
Solanum incanum – Rare White Stork
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3.11.3 FLORA
Some of the flora found in Bharuch area is listed below:
Table – 3.17
List of Flora
Sr.
No.
Scientific Name
Common Name Family
1 Acacia aurriculifarmis Bangali Babool Mimoceae
2 A. leucopholia Aniar Mimoceae
3 A. catechu Khair Mimoceae
4 A. ferrungula Pandhara Khair Mimoceae
5 A. nilotica Babul Leguminoceae
6 A. lebbeck Siris Leguminoceae
7 A. procera Siris Leguminoceae
8 A. polycantha Garad Mimoceae
9 Adina cordifolia Hed Rubiaceae
10 Aegle marmelos Bela Rutaceae
11 Ailanthus excelsa Maharukh Simaroubaceae
12 Alangium salvifolium Ankol Alangiaceas
13 Albizia odoratissimus Siris Leguminoceae
14 Annogeissus latifolia Dhavda Combritaceae
15 Annona squamosa Sitafal Annonaceae
16 Azardirachta indica Nim Moraceae
17 Bahuania purpurea Kachamar Leguminosae
18 Bombax ceiba Semal Verbenaceae
19 Bridelia retusa Asta (Kathmohli) Leguminosae
20 B. squamosa Asan Leguminoceae
21 Buchanania lanzan Charoli Anacardiaceas
22 Butea monospesma Palas Leguminoceae
23 Callistemon lancealatus Bottlebrush Mytraceas
24 Casuarina equisetifoier Sura Casuarineae
25 Careya arborea Kumbh Mytraceae
26 Casearia elliptica Manjo Symydaceae
27 Caesearia graveoiens Dedak manio Samidacea
28 Cassia fistula Sunari Leguminoceae
29 Cestrum noctusnum Ralkirani Solana ceae
30 Cochiospermum religiosun Ganeri Cochlospermaceds
31 Cocas nicifera Nariyal Palmeae
32 Cordia dichotoma Gundi Boranginacea
33 Dalbergia paniculata Dhobin Leguminoceae
34 D. latifolia Sisso Leguminoceae
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35 Murraya koenigii Karlilimb Rata ceae
36 Ixora parviflora Kara Rubiaceae
37 I. nigricans Kukeri Rubiaceae
38 Delonix elala Gulmohar Leguminoceae
39 Diosphyros melanoxylon Tendu Ebenaceae
40 Dolichandrone falcate Mallar sing Bignoniaceae
41 Elaeodendron roxburghii Alinar Ceiastracea
42 Eucalyptus globules Safeda Eucalyptaceae
43 Emblica officinalis Aonla Euphobiaceae
44 Erithina uliginosa Pungara Leguminoceae
45 Eramphis uliginosa Almi Rubiaceas
46 Ficus. Religiosa Pipal Moraceae
47 F. rumphii Pilari Moraceae
48 F. benghalensis Bara Moraceae
49 Flacourtia indica Rankdi Bixaceae
50 Garua pinnata Kakad Burseraceae
51 Griwia teliaefolia Dhaman Tiliaceae
52 Haidwickia bipinnata Aniar Caesalpiniacea
53 Holoptelia intigrifolia Valva Uticaceae
54 Kydia calycina Bhindi Malvaceae
55 Lagerstroemia lanceolata Nano Leguminoceae
56 L. parviflora Sidha Leguminoceae
57 Michellia champaca Champa Bignoneaceae
58 Lannea caromadalica Modad Anacardiaceae
59 Madhuca indica Mahua Sapotaceae
60 Mangifera indica Amm Anacardiaceae
61 Miliusa tomentosa Gulambh Annonacea
62 Milligntonia hortensis Indian Coral Tree Bignoniaceae
63 Mitragyna parvifolia Kalam Rubiaceae
64 Michelia Champaca Champa Magnoliaceae
65 Moringa oliefera Shevga Moringaceae
66 Musa paradisiacea Kela Musaceae
67 Oroxyium indicum Tetu Bignoniaceae
68 Phoenix sylvestris Shindi Palminae
69 Prosopis juliflora Babul Mimoceae
70 P. cinerarea Babul Mimoceae
71 Pithecelobium ducle Chisbalai Leguminoceae
72 Pongamia pinnata Karanja Leguminoceae
73 Pisidium guajava Guava Mutraceae
74 Pterocarpus marsupium Bija Leguminoceae
75 Punica grantalum Anar Pomegrannatae
76 Sapindus emerginatus Aritha Sapindaceae
77 Soymida febrifuga Rohan Meliaceae
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78 Poleathia langifolia Ashok Apoctnaceae
79 Saraca indica Ashok Apoctnaceae
80 Thevetia neirifolia Pilakanton Apoctnaceae
81 Sterculia urens Kodaya Sterculiaceae
82 Syzygium cuminii Jamun Myrtaceae
83 Terminalia crenulata Sadad Leguminoceae
84 T. bellirica Behada Combretaceae
85 T. arjuna Arjun Combretaceae
86 T. caltapa Jangli badam Combretaceae
87 Tamarindus indica Tentuli Leguminoceae
88 Tecoma stans Nellow bell Bisgnonia ceae
89 Tectona grandis Sag Verbanaceae
90 Trema orientalis Gol Ulmaceae
91 Wrightia tinctoria Kudo Apocynacea
92 Zizyphus xylocarpus Ghatbor Rhamnaceae
93 Z. mauritiana Bordi Rhamnaceae
Shrubs
1 Argemone Mexicana Darudi Papaveraceae
2 Caranthus Resus Sudufuli Apocyanaceae
3 C. Calatropis Mundar Asclepiadaceae
4 Calatopis Gigantean Rui Asclepiadaceae
5 Carrissa Carandas Karvand Apocyaninnae
6 Clerodendrum Multyfolium Multaiforum Verbenaeae
7 Gymnosporia Spinosa Spinosa Rekii Leguminoceae
8 Lantana Camera Ghaneri Verbanaceae
9 Opuntia Dillenii Nivdang Cactacealea
10 Euphorbia Nerifolia Wavding Celastraceae
11 Ocium Gratissium Rantulro Labiateae
12 Helicteries Isora Atai Sterculiaceae
13 Ficus Hispida Tet umaro Moraceae
14 Datura Fastuasa Dhotara Solanaceae
15 Vitex Negundo Nirgudi Verbaceae
16 Cassia Tora Tarota Leguminoceae
17 Zizyphus Nummularia Beri Rhannaceae
18 Euphorbia Tirucolli Thor Euphorbiaceae
Bamboos
1 Dendrocalamus Strictus Manvel Grammineae
2 Abrus Precatorius Gunj Leguminoceae
3 Capparis Sepiraria Lamtjar Cappariaceae
4 Cocculus Hirrutus Asanwel Menispermaceae
5 Combretum Ovalifolium Jal Combratae
6 Cayratia Carnosa Khatumbo Vitaceae
Grasses
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1 Andropogon Pumilus Kusal Gramineae
2 Cenchrus Setgerus Dhramnu Gramineae
3 Cynodon Dactylon Durva Gramineae
4 Cymbopogen Marinil Rosha Gramineae
5 Heteropogon Contortus Gawat Gramineae
6 Sorghum Halepense Baru Gramineae
7 Themeda Triandra Bhathdu Gramineae
Crops
1 Ricinus Communis Arand Euphorbiaceae
2 Saccharum Officinarum Ganna Gramineae
3 Sorghum Vulgae Jowar Gramineae
4 Zea Mays Makea Gramineae
5 Arachis Hypogaea Ground nut Logumin
6 Oryza Sativa Chawar Gramineae
Macrophytes
1 Eichhornia Crassipes Jalkumbhi Pontederiace
2 Ipomea Aqualica Kalmisay Volvulaceae
3 Trapa Latifolia Water chestnual Volvulaceae
4 Nelumbo Nucifera Lotus Nymphaceae
5 Azolla Pinnata Common
duckweed
Lemnaceae
Source: Vegetation survey and data from State Forest Dept. Bharuch Gujarat
3.11.4 FAUNA
Table – 3.18
List of Fauna
Sr.
No.
Scientific Name Common Name Family
1 Acridothers tristis Common myna Sturnidae
2 A. ginginianus Bank myna Sturnidae
3 Athene brama Spotted owlet Striginae
4 Aegithina tiphia Common Lora Lrenidae
5 Ardeola grayee Pond Heron Ardeidae
6 Amaurornis phoenicurus Whitebrested Waterhen Phasinidae
7 Babulcus ibis Cattle Egret Ardeidae
8 Centropus cinensis Crow-phesant Cuculidae
9 Columba livia Blue Rock Pigeon Columidae
10 Corvus splendens House Crow Carvidae
11 Coracious benghalensis Indian Roller Coracidae
12 Dicrurus adsimilis Black Drongo Dieruridae
13 Dinophum benghalense Goldenbacked Woodpecker Picidae
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14 Eudynamys scolopacea Koel Cuculidae
15 Fracolinus francollinus Black partiridge Pharianidae
16 Halcyon rustica Whitebrested Kingfisher Aicenidae
17 Hirundo rustica Common swallow Hirundinidae
18 Lanius exubitor Grey Shrike Daniidae
19 Launchura malabarica Whitethroated munia Estrildinae
20 Megalaima rubricapilla Smallgreen barbet Capilonidae
21 M. malabarica Crimsonbrestwd Barbet Capilonidae
22 Merops orientalis Littlegreen Bea-eater Miropidae
23 Milvus migrans Patih Kite Accipitridae
24 Motacilla maderatensis Large pied wagtail Motacillidae
25 Nactarinia asiatica Purplerumpled sunbird Nectarinidae
26 Nectarinia minima Small sunbird Nectarinidae
27 Oriolus oriolus Golden Oriole Oriolidae
28 Orthotomus sutorius Tailor Bird Pachycephaline
29 Passer domesticus House Sparrow Passerinae
30 Psittacula cyanocephala Blossamheaded parakeet Psittacidae
31 Pycnonotus caffer Redvented bulbul Pycnonotidae
32 Ploceus philipinensis Weaver bird Plocidae
33 Sexicoloides fulicate Indian Robin Corvidae
34 Sopsychus saularis Magpie Robin Corvidae
35 Streptopelia chinensis Spotted dove Columbidae
36 S. senegalensis Little brown dove Columbidae
37 Sternus pagodramus Brahiminy myna Sternidae
38 Turdoides caudatus Common Babbler Muscicapidae
39 Upupa epops Hoopoe Upupidae
40 Vanellus indicus Redwattled Lapwing Jacanidae
41 Metopidius indicus Brongewinged jacana Jacanidae
42 Ardea alba Large egrd Ardeidae
43 A. cinerea Grey Heron Ardeidae
44 Falica atra Coot Rallidae
45 Phalacrocorax niger Little cormorant Phalacrocoracidae
Source: Survey of Avifauna under the study area.
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3.12 SOCIO - ECONOMIC ENVIRONMENT
An assessment of socio - economic environment forms an integral part of an EIA study.
Therefore, baseline information for the same was collected during the study period. The
baseline socio - economic data collected for the study region, before the proposed
expansion project is operational, has been identified for the four major indicators viz.
demography, civic amenities, economy and social culture. The baseline status of the above
indicators is compiled in forthcoming sections.
3.12.1 DEMOGRAPHY
On an average, Taluka Ankleshwar has population density of about 752 persons per sq. km.
(2011 Census data), compared to the Bharuch District, which has a population density of
234 persons per sq. km. (2011 Census data). Population density within 10 km radius of the
site is only 687 persons per sq. km. (2011 Census data), while population density within 5
km radius of site is 635 persons per sq. km. (2011 Census data). The population details (i.e.
population distribution and population density) of the Taluka Ankleshwar, District Bharuch
and the study area within 10 km radius are presented in Table-3.18 & its graphical
representation is given in Figure-3.8.
TABLE – 3.19
DEMOGRAPHIC DATA
SR. NO. TOWN / VILLAGE NO. OF
HOUSEHOLD
POPULATION
MALE FEMALE TOTAL
1 Jitali 925 2150 1934 4084
2 Dadhal 617 1513 1507 3020
3 Sarangpore 3102 7727 4804 12531
4 Divi 147 339 297 636
5 Surwadi 545 1132 1040 2172
6 Gadkhol(Part) 235 536 542 1078
7 Piraman (Part) 428 990 923 1913
8 Bhadkodara 2024 5050 3570 8620
9 Kapodara 560 1374 1259 2633
10 Kosamadi 1138 2720 2585 5305
11 Uchhali 160 417 372 789
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12 Motali 143 359 324 683
13 Amrutpura 153 443 419 862
14 Samor 232 578 527 1105
15 Bakrol 368 842 662 1504
16 Avadar 251 634 595 1229
17 Kararvel 290 665 621 1286
18 Pardi Mokha 97 250 279 529
19 Piprod 94 243 236 479
20 Chhapra 318 794 726 1520
21 Kansiya 541 1388 1275 2663
22 Naugama 144 371 352 723
23 Kondh 831 2231 2002 4233
24 Untia 133 327 314 641
25 Andada *(CT) 3275 7314 6192 13506
26 Diva 1248 3024 2975 5999
27 Borbhatha 295 703 692 1395
28 Boidara 405 903 884 1787
29 Amboli 223 550 527 1077
30 Umarwada 688 1680 1653 3333
31 Sangpor 530 1252 1184 2436
32 Borbhatha Bet 910 2284 2079 4363
33 Mandvabuzarg 1145 2900 2875 5775
34 Sanjali 1218 3327 1512 4839
35 Kharod 743 2413 1876 4289
36 Bhadi 406 1176 1146 2322
37 Vatariya 544 1400 1105 2505
38 Sardarpura 109 248 248 496
39 Mulad 203 495 533 1028
40 Kharchi Bhilwada 198 519 487 1006
41 Boridara (Dumala) 184 461 423 884
42 Kharchi 217 553 520 1073
43 Dadheda 175 487 450 937
44 Boridara 285 625 610 1234
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TABLE - 3.20
POPULATION DENSITY
(Courtesy: Census Dept., GOI)
FIGURE - 3.9
POPULATION DENSITY
Name Population
(Persons)
Population Density
(Person / sq. km.)
Sex ratio (No. of females
per 1000 males)
Within 5 km Radius (2011) 40685 635 835
Within 10 km Radius (2011) 92854 687 860
Taluka Ankleshwar (2011) 315596 752 882
District Bharuch (2011) 151109 234 925
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3.12.2 LITERACY RATE
The literacy rate is a major factor, which influences the socio-cultural condition of a
particular place. Details of literacy rate in District Bharuch, Taluka Ankleshwar and within 10
km radius and 5 km radius of project site are given in Table 3.19 while their graphical
representation is shown in Figure 3.9. Literacy rate in District Bharuch, as per 2011 Census
data is 76.28%, with 85.47% among male and 68.94% among female. Literacy rate in Taluka
Ankleshwar as per 2011 Census data is 81.56 % with 88.28 % among males and 73.54 %
among females.
Within 10 km radius of the study area, the literacy rate is observed 71.65 % having 80.25 %
among males and 62.54 % among females, whereas literacy rate within 5 km radius of study
area is 74.84 % having 82.50 % among males and 63.65 % among females.
TABLE - 3.21
Literacy rate
NAME MALE
LITERACY (%)
FEMALE
LITERACY (%)
TOTAL
LITERACY (%)
Within 5 km Radius (2011) 82.50 63.65 74.84
Within 10 km Radius (2011) 80.25 62.54 71.65
Ankleshwar Taluka (2011) 88.28 73.54 81.56
Bharuch District (2011) 85.47 68.94 76.28
(Courtesy: Census Dept., GOI)
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FIGURE - 3.10
LITERACY DATA
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3.12.3 OCCUPATIONAL STRUCTURE
In economic development of the region its geographical location, natural resources,
business and employment, industries and manpower play vital role. Table 3.20 provides the
occupational patterns in all villages falling within the area of interest.
TABLE - 3.22
Occupational Structure
OCCUPATIONAL PATTERN IN VILLAGES FALLING UNDER AREA OF INTEREST
Sr. No Name of Village Occupational Pattern
Total
Workers
Main
Worker
Cultivator Agriculture Household
Industries
Other
Services
Marginal
Workers
Non
Workers
1 Jitali 1444 1402 73 524 4 801 42 2420
2 Dadhal 1033 802 64 230 10 498 231 1987
3 Sarangpore 5450 5269 59 28 117 5065 181 7081
4 Divi 359 313 32 173 0 108 46 277
5 Surwadi 916 903 70 392 0 441 13 1256
6 Gadkhol(Part) 316 292 37 23 0 232 24 762
7 Piraman (Part) 722 706 45 332 11 318 16 1191
8 Bhadkodara 3393 3273 72 168 10 3023 120 5227
9 Kapodara 1040 896 26 185 13 672 144 1593
10 Kosamadi 1872 1608 117 449 11 1031 264 3433
11 Uchhali 288 288 35 148 0 105 0 501
12 Motali 325 273 34 22 0 217 52 358
13 Amrutpura 352 125 74 1 0 50 227 510
14 Samor 420 236 46 77 0 113 184 685
15 Bakrol 855 639 76 112 0 451 216 649
16 Avadar 424 407 75 171 0 161 17 805
17 Kararvel 377 354 43 136 1 174 23 909
18 Pardi Mokha 174 173 28 87 5 53 1 355
19 Piprod 205 200 22 108 1 69 5 274
20 Chhapra 711 636 32 254 2 348 75 809
21 Kansiya 1375 843 314 372 5 152 532 1288
22 Naugama 409 234 43 137 0 54 175 314
23 Kondh 1332 1218 104 415 21 678 114 2901
24 Untia 423 307 102 97 3 105 116 218
25 Andada*(CT) 4474 4291 108 358 54 3771 183 9032
26 Diva 2462 2152 500 826 46 780 310 3537
27 Borbhatha 806 573 43 457 1 72 233 589
28 Boidara 734 655 72 283 4 296 79 1053
29 Amboli 555 408 82 137 0 189 147 522
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3.12.4 AMENITIES
Infrastructure resource base of the surveyed villages with reference to education, medical,
water resources, post and telegraph, communication, power supply is presented in
Table3.21. There are 45 villages within study area of 10 km radius of plant site. Significant
observations with respect to availability of amenities in study area are as follows.
Education facilities in study area are quite good because all villages have primary schools, 7
villages have both primary and secondary education schools while one village caters to the
need of junior collage education, 4 villages provide facilities for adult literacy class, 17
villages have Other Educational Institute and one village has Training center.
Almost all villages in the impact zone have community health center/workers, 13 villages
have primary health sub center, 7 villages have registered private practitioners while 5
villages have family planning center and 2 villages have public health center. One village has
child welfare center and 3 villages have dispensary with qualified Doctor.
In the study area drinking water facility is good as tube well, tank and tap water is available
almost in all the villages.
31 villages have post office facility and out of these villages, one village has also telegraph
facility. 21 villages have phone facilities.
30 Umarwada 1264 946 140 303 23 480 318 2069
31 Sangpor 1066 959 86 694 4 175 107 1370
32 Borbhatha Bet 1507 1441 270 573 11 587 66 2856
33 Mandvabuzarg 2456 1525 466 612 43 404 931 3319
34 Sanjali 2904 2754 28 159 5 2562 150 1935
35 Kharod 1455 1232 119 351 6 756 223 2834
36 Bhadi 1048 987 110 663 0 214 61 1274
37 Vatariya 1026 655 90 19 3 543 371 1479
38 Sardarpura 253 192 32 65 0 95 61 243
39 Mulad 617 425 115 245 7 58 192 411
40 Kharchi Bhilwada 338 333 45 186 1 101 5 668
41 Boridara (Dumala) 413 410 179 153 1 77 3 471
42 Kharchi 424 256 61 69 0 126 168 649
43 Dadheda 329 309 58 149 5 97 20 608
44 Boridara 652 642 124 387 0 131 10 451
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All villages are well connected through a network of Pucca road as well as Kaccha approach
road. Bus is the main mode of transportation and is available in 42 villages, while 5 villages
are connected with railways.
All the villages in the study area get electricity for all purposes.
TABLE – 3.23
DETAILS OF AMMENITIES AVAILABLE IN STUDY AREA
TALUKA LOCATION
CODE
VILLAGE EDUCATIONAL MEDICAL DRINKING
WATER
POST &
TELEGRAPH
TRANSPORTATION APPROACH
TO
VILLAGE
NEAREST
TOWN
POWER
SUPPLY
Ankleshwar 6 Diva P (5), H, O PHS, D,
RP (3),
CHW
T, W PO, PHONE BS PR, KR, KR Ankleshwar-
3
EA
7 Divi P (3) -(-5 KMS) W, HP -(-5 KMS) BS PR, KR Ankleshwar-
3
EA
8 Surwadi P (2) RP (2),
CHW
T, W, HP PO BS PR, KR Ankleshwar-
2
EA
9 Borbhatha P (3) PHS, FPC T, W PO, PHONE BS PR, KR Ankleshwar-
2
EA
11 Borbhatha bet P (4) -(-5 KMS) T, W, R PO, PHONE
BS PR, KR, NR Bharuch-3 EA
12 Kansiya
P (4) -(-5 KMS) T, W PO, PHONE BS PR Bharuch-4 EA
13 Chhapra P (3) CHW W, HP PO BS PR, KR Ankleshwar-
8
EA
14 Mandvabuzarg P (6), H, O PHC, D,
RP (2),
SMP,
CHW (3)
T, W, HP PTO,
PHONE
BS PR
Ankleshwar-
12
EA
15 Samor P (2) PHS,
FPC,
CHW
T, W, HP PO BS PR Ankleshwar-
9
EA
16 Andada P (6), H, PUC,
AC (2), O
PHS, RP
(3)
T, W PO, PHONE BS PR Ankleshwar-
3
EA
17 Amrutpura P (2) -(5-10
KMS)
W, HP -(-5 KMS) BS PR Ankleshwar-
10
EA
18 Motali P (3) -(5-10
KMS)
T, W, R PO, PHONE BS PR Ankleshwar-
9
EA
19 Uchhali P (2) CHW W, TK, HP -(-5 KMS) -(-5 KMS) PR, KR Ankleshwar-
10
EA
20 Sarangpore P (2) CHW W, HP PHONE BS PR, KR Ankleshwar-
10
EA
21 Gadkhol P (2), H RP T, W -(-5 KMS) BS PR Ankleshwar-
3
EA
22 Amboli P (2) -(-5 KMS) W, TW PO, PHONE BS PR, KR Ankleshwar-
1
EA
23 Boidara P (2) -(-5 KMS) T, W PO, PHONE BS PR, KR Ankleshwar-
1
EA
29 Umarwada P (3), O PHS, RP T, W, HP PO, PHONE BS PR, KR Ankleshwar-
6
EA
30 Safipura UNINHABITED
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31 Kapodara P (2), O PHS,
FPC,
CHW
T, W PO, PHONE BS PR Ankleshwar-
7
EA
32 Bhadkodara P (2) CHW T, W PO, PHONE -(-5 KMS) PR, KR Ankleshwar-
7
EA
33 Piraman P (3), TR, O PHS T, W PO, PHONE BS PR, KR Ankleshwar-
1
EA
34 Jitali P (3), H, AC
(4), O
PHC, RP,
SMP,
CHW
T, W, HP PO, PHONE BS PR, KR Ankleshwar-
10
EA
35 Dadhal P (3), O PHS,
FPC,
CHW
T, W, HP PO, PHONE BS, RS PR, KR Ankleshwar-
9
EA
36 Kararvel P (2), AC, O CHW T, W, TK PO BS PR, KR Ankleshwar-
12
EA
37 Avadar P (2), AC -(-5 KMS) T, W, HP PO BS PR, KR Ankleshwar-
10
EA
38 Piprod P (2), O CHW W, HP PO BS PR, KR Ankleshwar-
16
EA
39 Pardi mokha P (2), O CHW T, W -(-5 KMS) BS PR, KR Ankleshwar-
16
EA
40 Sangpor P (3) PHS,
CHW
T, W PO BS PR, KR Ankleshwar-
17
EA
41 Kosamadi P (6), O PHS, RP
(3)
T, W, HP PO, PHONE BS PR, KR Ankleshwar-
12
EA
42 Bakrol P (2) CHW T, W, HP -(-5 KMS) BS PR, KR Ankleshwar-
8
EA
43 Sanjali P (2), O CHW T, W PO, PHONE BS, RS PR, KR Ankleshwar-
10
EA
55 Kharod P (3), H, O (2) CHW,
PHC,
CWC
T, W PO, PHONE BS PR, KR Ankleshwar-
10
EA
56 Bhadi P (2), O -(-5 KMS) T, W PO BS PR, KR Ankleshwar-
12
EA
Jhagadia 125 Boridara P (2) CHW W, TK,
TW, HP
-(-5 KMS) BS, RS PR, KR Ankleshwar-
12
EA
126 Mulad P (2) PHS,
CHW
T, W, TK,
TW, HP
PO BS PR, KR Bharuch-9 EA
127 Naugama P (2) CHW T, W, TK,
HP, R
-(-5 KMS) BS PR, KR Bharuch-8 EA
128 Kharchi
Bhilwada
P CHW T, W, TK,
HP
-(-5 KMS) BS, RS PR, KR Ankleshwar-
10
EA
129 Kharchi P (2) PHS,
FPC,
CHW
W, TK, HP PO, PHONE BS, RS PR, KR Ankleshwar-
10
EA
158 Sardarpura P (2) CHW T, W, TK,
HP
-(-5 KMS) BS KR Ankleshwar-
14
EA
159 Untia P (2) CHW T, W, HP -(-5 KMS) BS KR Ankleshwar-
12
EA
160 Dadheda P (2), O -(-5 KMS) T, W, TK,
HP
PO BS PR Ankleshwar-
11
EA
Valia 1 Kondh P (4), H, O PHS, D,
FPC, RP,
CHW
T, W PO BS PR, KR Ankleshwar-
12
EA
2 Vatariya P (2) CHW W PO, PHONE BS PR, KR Ankleshwar-
15
EA
Mangrol 9 Boridara P CHW T, W, TK PO BS KR Kosamba-15 ED, EAG
(Courtesy: Census Dept., GOI)
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ABBREVIATIONS
1. Education
P - Primary / Elementary School
S - Matriculation or Secondary
O - Other Educational Institution
PUC - Higher Secondary/Intermediate/pre-University/junior Collage
2. Medical Facilities
RP - Registered Private Practitioner
PHS - Primary Health Sub-Centre
FPC - Family Planning Centre
PHC - Primary Health Centre
D - Dispensary
CHW - Community Health Worker/Health Worker
H - Hospital
NH - Nursing Home
MH - Maternity Home
PHC - Public Health Centre
CWC - Child Welfare Centre
O - Others
3. Drinking Water
T - Tap Water
HP - Hand Pump
TK - Tank Water
W - Well Water
R - River Water
C - Canal
N - Nallah
S - Spring
TW - Tube well Water
4. Post & Telegraph
PO - Post Office
PTO - Post & Telegraph
PH - Telephone Communication
5. Communication
BS - Bus Station
NW - Navigable Waterway
6. Approaches to Village
PR - Pucca Road / Paved Road
MR - Kuchcha Road / Mud Road
FP - Foot Path
7. Power Supply
EA - Electricity for all purposes
EAG - Electricity for Agriculture
ED - Electricity for Domestic
EO - Electricity for other purpose like Industrial, Commercial, etc.
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CHAPTER – 4:
ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES
4.1 IDENTIFICATION OF IMPACTS
Various sources of pollution with respect to wastewater, the flue gas / process emission,
hazardous waste and noise generation along with their qualitative and quantitative analysis
as well as measures taken to control them are discussed herein with details. The network
method was adopted to identify potential impact, which involves understanding of cause-
condition-effect relationship between an activity and environmental parameters. This
method involves the "road map" type of approach to the identification of second and third
order effect. The basic idea is to account for the project activity and identify the type of
impact that could initially occur followed by the identification of secondary and tertiary
impacts.
Identified potential impacts for the various components of the environment, i.e. air, noise,
water, land and socio-economic, are presented in Figure 4.1. It should be noted that in these
illustrations the lines are to be read as "might have an effect on".
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FIGURE – 4.1
IMPACT NETWORK ON AIR ENVIRONMENT
Project
Activity Construction Operation
Phase Phase
Release of Air Release of
Pollutants Heat
Primary Change in Impact on Particulates Climatic
Impacts Air Quality Visibility Deposition on Changes
Water, Land
Aesthetic Impact on Impact on
Impact Agricultural Flora & Fauna
Produce
Secondary Impact on Human
Impacts Health
Tertiary Impact on Impact on
Impacts Economic Output Socio - Cultural
Environment
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FIGURE – 4.1 CONTD.
IMPACT NETWORK ON NOISE ENVIRONMENT
Project
Activity Construction Operational
Phase Phase
Noise Emission
Primary
Impacts Change in
Ambient
Noise Level
Secondary Health Risks Impact on Work Migration of Birds,
Impacts Output and Reptiles & Population
Efficiency
Tertiary Impact on Impact on
Impacts Economic Socio-cultural
Output Environment
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FIGURE – 4.1 CONTD.
IMPACT NETWORK ON WATER ENVIRONMENT
Project
Construction Phase Operational Phase
Activity Change in Surface Releases of
Morphology Wastewater
Impact on Runoff/
Seepage
Primary Impact on Impact on Environmental
Impacts Hydraulics of Water Quality Health and
Water Courses Aesthetic Risk
Secondary Impact on Impact on Cost of Water Impact on
Impacts Hydraulic of Aquatic Life Treatment Amenity /
Water Cources Recreation
Impact on Economic Output Impact on Socio-Cultural
Impacts Environment
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FIGURE – 4.1 CONTD.
IMPACT NETWORK ON GROUND WATER ENVIRONMENT
Project
Cnstruction Operational
Phase Phase
Activity Distrubance Release of
of Soil Waste-water
on Land
Primary Change in Groundwater Change in Structure Addition / Removal
Impacts Regime : Soil Moisture / of Soil : Ground of Substances or
water Level / Flow Level Heat to / form
Pattern / Salt Water the Soil
Instruction
Secondary Impact on Soil Biota Impact on Flora Impact on
Impacts and Fauna Landscape
Impact on Agriclutural Impact on Livestock
Production
Tertiary Impact on Impact on
Impacts Economic Socio - Cultural
Out Put Environment
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FIGURE – 4.1 CONTD.
IMPACT NETWORK ON LAND ENVIRONMENT
Project
Activity Construction Operational
Phase Phase
Primary Disturbance Disposal of
Impacts of land Wastewater
& Sludge on Land
Change in soil Change in Ground Toxic Substances
Texture & Permeability Water Regime / Salt on Land, Particulate
Water Intrusion Deposition on Land
Secondary Impact on Soil Salinity Impact on
Impacts Landscape Flora & Fauna
Tertiary Impact on Impact on
Impacts Agricultural Produce Live Stock
Impact on Impact on Socio-
Economic Output Cultural Environment
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FIGURE – 4.1 CONTD.
IMPACT NETWORK ON SOCIO-ECONOMIC & CULTURAL ENVIRONMENT
Project
Activity Operational Phase Construction Phase
Primary Economic Input Economic Output Demand for Wark Force
Impacts Capital/C&M Cost Product Cost
Net Income
Output
Secondary Change in Development Better Air, Water Empolyment Demand for Demand for Aesthetic
Impacts Economic Base of Ancillary Product Land, Noise Opportunity Communication Infrastructural Risk
of The Region Industries Avaliability Pollution Facilities Facilities
Saving of Foreign
Exchange Effect On Effect On Effect On Effect on
Human Health Agriculture & Visual Buildings
Fisheries Environment Materials
Mounments
Tertiary Effect On Water Supply, Effect On Educational Effect On Human, Nature &
Impacts Sewerage & Soild Waste Medical, Transport Recreational Facilities
Management Facilities Facilities
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4.2 PREDICTIONS AND EVALUATION OF IMPACTS
An impact can be defined as any change in physical, chemical, biological, cultural and/or
socioeconomic environment that can be attributed to activities related to alternatives under
study for meeting the project needs. Impact methodology provides an organized approach
for prediction and assessing these impacts.
Scientific techniques and methodologies based on mathematical modeling are available for
studying impacts of various project activities on environmental parameters.
The nature of the impacts due to said project activities are discussed here in detail. Each
parameter identified in the proceeding chapter, is singularly considered for the anticipated
impact due to various activities listed. The impact is quantified using numerical scores 0, 1,
2, 3, 4 and 5 in increasing order of activity. In order to assess the impact accurately, each
parameter is discussed in detail covering the following:
1) Project activities likely to generate impact
2) Quantification and prediction of impact
4.2.1 WATER ENVIRONMENT
Daily water consumption shall be 74.5 KL/ Day and daily wastewater generation shall be 47
KL/ Day. Water requirement for the project shall be met through GIDC water supply. GIDC
water supply authority is ready to supply the required water to M/s. Shree Chemopharma
Ankleshwar Pvt. Ltd. (Unit-1). Wastewater from Industrial Operations will be treated in
effluent treatment plant. Existing treated effluent i.e. 14 KL/ Day is being sent to CETP of
M/s. ETL. Additional Effluent from proposed expansion i.e. 27 KL/ Day will be sent to CMEE
of M/s. BEIL, Ankleshwar for further treatment and disposal. Domestic Effluent i.e. 6 KL/ Day
will be disposed through Soak pit/Septic Tank.
Details of ETP are discussed in Topic 2.10.4 of Chapter 2. Hence, overall there won’t be any
significant adverse impact due to proposed activity on the water environment. Details of
water consumption & wastewater generation are given in Topic 2.10.3 of Chapter 2. Ground
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water and Soil will not get contaminated, as M/s. Shree Chemopharma Ankleshwar Pvt. Ltd.
(Unit-1) is not going to discharge any effluent on land. With the above, it can be said that
there will be no significant adverse impact on surface and ground water or soil quality.
4.2.2 AIR ENVIRONMENT
The dispersion of pollutants in the atmosphere is a function of several meteorological
parameters viz. temperature, wind speed and direction, mixing depths, inversion level, etc.
A number of models have been developed for the prediction of pollutant concentration at
any point from an emitting source. The Industrial Source Complex – Short Term (ISCST3)
dispersion model is a steady-state Gaussian plume model. It is most widely accepted for its
interpretability. It gives reasonably correct values because this obeys the equation of
continuity and it also takes care of diffusion, which is a random process. For the present
study, this model is used for the prediction of maximum ground level concentration (GLC).
The proposed air emissions at M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) are
PM, SO2 & NOx. The site specific and monitored details considered for input data for the
software “ISC-AERMOD View” by Lakes Environmental, Canada for prediction of impact on
air environment are given in Table 4.1. The site-specific hourly meteorological data
measured at site is given in Table 3.5. In order to conduct a refined air dispersion modeling
using ISCST3 and ISC-PRIME short-term air quality dispersion models, the site specific hourly
meteorological data measured at site is pre-processed using the U.S. EPA PCRAMMET and
U.S. EPA AERMET programs. Before starting air dispersion modeling with ISC-AERMOD View,
a building downwash analysis using BPIP View was done. BPIP View is a graphical user
interface designed to speed up the work involved in setting up input data for the U.S. EPA
Building Profile Input Program (BPIP) and Building Profile Input Program – Plume Rise Model
Enhancements (BPIP-PRIME).
The air pollution caused by the gaseous emissions from a single or small group of stacks is a
local phenomenon. Its impacts will occur at a distance ranging from within the immediate
vicinity of the stack to several kilometers away from the stack. Maximum ground level
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concentration will occur within this range. All plumes at more downwind distances from the
source by stack emission become so diluted by diffusion in the ambient atmosphere, that
concentrations of pollutants become negligible. The maximum ground level concentration
for different parameters is given in Table 4.2. Equal concentration contour plots for SPM,
SO2, & NOx are given in Figure 4.2. Adequate measures shall be taken to minimize air
pollution by providing air pollution control equipment. Flue gases are discharged from
stacks at adequate height (as per GPCB norms).
TABLE – 4.1
DETAILS OF EMISSION FROM STACK & VENTS
SR.
NO.
OPERATING
PARAMETER
UNIT SOURCE OF EMISSION
EXISTING PROPOSED
BOILER-1 BOILER-2 THF-1 THF-2
DG SET PROCESS
VENT- 1
1. Stack Height Meter 12 18 18 18 11 18
2. Stack
Diameter
Meter 0.15 0.15 0.15 0.15 0.1 0.1
3. Flue Gas
Velocity
m/s 7.5 7.5 7.5 7.5 8 5.4
4. Flue Gas
Temperature
0K 408 408 408 408 448 303
5. Air Pollution
Control
Equipment
- Adequate
Stack
Height
Mutlicyclone+
Bag Filter +
Scrubber
Adequate
Stack
Height
Mutlicyclone+
Bag Filter +
Scrubber
Adequate
Stack
Height
4 stage
caustic
scrubbers
in series
6. Emission
concentration
SPM
SO2
NOx
mg/Nm3
g/S
mg/Nm3
g/S
mg/Nm3
g/S
150*
0.015*
262*
0.0262*
94*
0.0094*
150*
0.015*
262*
0.0262*
94*
0.0094*
150*
0.015*
262*
0.0262*
94*
0.0094*
150*
0.015*
262*
0.0262*
94*
0.0094*
150*
0.006*
262*
0.0011*
94*
0.0039*
--
--
--
--
25*
0.0010*
(* - Permissible Limits)
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FIGURE - 4.2 (EXISTING)
ISOPLETHS OF PM
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FIGURE - 4.2 (EXISTING)
ISOPLETHS OF SO2
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FIGURE - 4.1 (EXISTING)
ISOPLETHS OF NOx
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TABLE - 4.2
SUMMARY OF ISCST3 MODEL OUTPUT FOR PM, SO2, NOx (EXISTING)
SR.
NO.
LOCATIONS X, Y
CO-ORDINATES
CONCENTRATION
PM
(µµµµg/m3)
SO2
(µµµµg/m3)
NOx
(µµµµg/m3)
1. Project-site (A1) (0, 0) 0.000 0.000 0.000
2. Andada (A2) (-111, 3108) 0.001 0.002 0.001
3. Jitali (A3) (5217, -666) 0.003 0.006 0.002
4. Uchhali (A4) (4440, 1998) 0.005 0.009 0.003
5. Motali (A5) (2109, 2331) 0.026 0.045 0.016
6. Kharchi Bhilwada (A6) (5994, 3885) 0.002 0.003 0.001
7. Ghadkhol Patiya (A7) (-888, 2109) 0.001 0.002 0.001
8. Amboli (A8) (-5217, 333) 0.000 0.001 0.000
9. Umarwada (A9) (-4440, -1887) 0.001 0.002 0.001
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FIGURE - 4.3 (PROPOSED)
ISOPLETHS OF PM
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FIGURE - 4.3 (PROPOSED)
ISOPLETHS OF SO2
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FIGURE - 4.3 (PROPOSED)
ISOPLETHS OF NOx
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TABLE - 4.3
SUMMARY OF ISCST3 MODEL OUTPUT (PROPOSED)
SR.
NO.
LOCATIONS X, Y
CO-
ORDINATES
CONCENTRATION
SPM
(µµµµg/m3)
SOX
(µµµµg/m3)
NOX
(µµµµg/m3)
1. Project-site (A1) (0, 0) 0.000 0.000 0.000
2. Andada (A2) (-111, 3108) 0.003 0.004 0.002
3. Jitali (A3) (5217, -666) 0.008 0.013 0.005
4. Uchhali (A4) (4440, 1998) 0.011 0.019 0.007
5. Motali (A5) (2109, 2331) 0.058 0.100 0.038
6. Kharchi Bhilwada (A6) (5994, 3885) 0.004 0.007 0.002
7. Ghadkhol Patiya (A7) (-888, 2109) 0.002 0.003 0.001
8. Amboli (A8) (-5217, 333) 0.001 0.002 0.000
9. Umarwada (A9) (-4440, -1887) 0.003 0.005 0.002
As manufacturing activities have not yet started, the predictions were made using CPCB
permissible limit as these concentrations will in no case be exceeded. Ground level
concentrations calculated for proposed activities are superimposed on existing ambient air
quality monitoring results and combined values (Table 4.4) are found within permissible
National Ambient Air Quality Standards.
SR.
NO.
X, Y
CO-ORDINATES
MAXIMUM CONCENTRATION
(µµµµg/m3)
PM SO2 NOx
1. (1000, 1000) 0.158 -- --
2. (1000, 1000) -- 0.276 --
3. (1000, 1000) -- -- 0.104
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TABLE - 4.4
PREDICTED AMBIENT AIR QUALITY FOR SPM, SO2, NOx Unit: µµµµg/m
3
SR.
NO. SAMPLING LOCATION
SPM SO2 NOx
AVERAGE
1. Project-site (A1) 128.3 18.69 22.05
2. Andada (A2) 136.603 16.424 18.162
3. Jitali (A3) 136.408 18.323 20.565
4. Uchhali (A4) 123.211 17.309 21.027
5. Motali (A5) 122.858 17.03 18.288
6. Kharchi Bhilwada (A6) 140.804 19.667 23.052
7. Ghadkhol Patiya (A7) 122.702 18.963 20.331
8. Amboli (A8) 121.101 16.872 19.03
9. Umarwada (A9) 143.003 20.425 21.642
BDL = Below Detectable Limit
4.2.3 NOISE ENVIRONMENT
Extensive oiling and lubrication and preventive maintenance shall be carried out to reduce
noise generation at source to the permissible limit. Acoustic enclosures shall be provided for
DG set. The Noise level is within the prescribed limit. At noisy area, adequate preventive &
control measures are taken. No significant noise, vibration or emission of light & heat from
the unit.
4.2.4 HAZARDOUS WASTE DETAILS
Hazardous wastes generation is Topic 2.12.1
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4.2.5 INFRASTRUCTURE AND SERVICES
The plant is located in a well-developed industrial estate developed by Gujarat Industrial
Development Corporation, which has all essential facilities such as water, power, fuel, post,
telecommunication, bank, etc. M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) shall
get water from GIDC water supply for proposed project. Hence, there will be no additional
stress on ground water resources and there will be no adverse effect on the ground water
resources available in the nearby area.
The power requirement of plant will be 200 KVA. Company shall purchase power from
DGVCL. 1 No. of 125 KVA & 1 No. of 100 KVA capacity DG Set will be kept for emergency
power back up. The transportation of raw materials and finished products shall be by road.
As stated earlier, the site is near to National Highway No. 8. As a result of proposed
expansion project there will be a marginal increase in transportation activity as compared to
present total traffic. As a result of development of industrial estate, the neighboring areas
have developed for commercial use. The infrastructure services e.g. roads, state transport,
post and telegraph, communication, education and medical facilities, housing, etc. have
improved in the surrounding areas in recent years.
4.2.6 ENVIRONMENTAL HAZARD
Raw material such as different chemicals, solvents, etc. shall be transported by road and
shall be stored in the plant premises. On site emergency plan shall be prepared for storage
and handling of hazardous chemicals and shall also be submitted to Government of Gujarat.
This report will be prepared with the consideration of hazards associated with the chemicals
and care should be taken for all aspects of environmental hazards. The project proponent
shall consider all the safety aspects in planning, designing and operation of the plant as per
standard practices. Hence, no adverse impact on this account is anticipated.
4.2.7 HOUSING
Enough number of dwellings is available in nearby towns and villages for accommodating
extra workforce. On neighboring towns or villages, the impact on this account is minimal.
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4.2.8 ECOLOGY
The impact due to operation of the project and its activities on the ecological parameters
like natural vegetation, cropping pattern, fisheries and aquatic life, forests and species
diversity could be summarized as below.
4.2.8.1 NATURAL VEGETATION
The industry will develop a green belt on the surrounding periphery. Since the effluents and
emissions generated from the project activities shall be treated and disposed as per the
EMP provisions, adverse impact over any of the ecological components of the environment
is reduced to minimum.
4.2.8.2 CROPS
Since, the project shall be on a non-agricultural land, it shall not alter the crop production of
the area. Further, the necessary environmental protection measures have been planned
under EMP e.g. air pollution control systems shall be designed to take care of even
emergency releases of the gaseous pollutants like PM, SO2 & NOx; regular environmental
surveillance shall be done, so as not to have any short-term or cumulative effect on the
crops and the natural vegetation of the area.
4.2.8.3 FISHERIES AND AQUATIC LIFE
Since the effluents and emissions generated from the project activities shall be treated and
disposed as per the EMP provisions, proposed project shall not envisage any adverse effect
on fisheries and aquatic life.
4.2.8.4 AESTHETIC ENVIRONMENT
The proposed activities shall be within GIDC estate. The proposed activities and further
plantation will enhance the aesthetic environment.
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4.2.8.5 DEMOGRAPHY, ECONOMICS, SOCIOLOGY AND HUMAN SETTLEMENT
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has given employment to about 20
employees and will give employment to about 40 employees (Including Contract workers).
In addition to direct employment, indirect employment shall generate ancillary business to
some extent for the local population. There is a positive effect due to improved
communication and health services, which have lead to economic prosperity, better
educational opportunities and access to better health and family welfare facilities. There has
been a beneficial effect on human settlement due to employment opportunities from
various industries in GIDC Estate & after proposed project of M/s. Shree Chemopharma
Ankleshwar Pvt. Ltd. (Unit-1) more direct and indirect employment shall be generated.
Local quality of life has improved. This factor combined with all other mitigation measures,
like proper treatment and disposal of hazardous waste; liquid effluent and gaseous
emission, has minimized the adverse impact on ecology and has a beneficial impact on
human settlement and employment opportunities. There has been a beneficial impact on
the local socio-economic environment. There shall be no displacement of any population in
plant area. Any major activity that may lead to resettlement of the people is considered as
permanent impact. Hence, there is no permanent impact on this account. The increasing
industrial activity will boost the commercial and economical status of the locality up to some
extent.
Socio-Economic Environment
Environmental Impact Assessment is a study or an estimate of the probable positive or
negative impact a proposed project could have on the environment, consisting of natural,
social and economic aspects. An assessment of socio-economic environment forms an
integral part of an EIA study. Therefore, base-line information for the same was collected
during the study period. The base-line S.E. data collected for the study region has been
identified in four major indicators namely- Demography, Civic Amenities, Economy and
Social Culture.
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Employment:
During construction phase of the company, skilled and un-skilled manpower will be required
and their requirement will be met with from the local community. M/s. Shree
Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has given employment to about 20 employees
and will give employment to about 40 employees (Including Contract workers). With the
employment opportunities, local people’s income will increase and thereby, their economic
status will boost up. Further, secondary jobs shall also increase in the local area to provide
day-to-day needs/services to the working men. Demand for essential daily utilities in the
market will also temporarily increase to some extent.
Public Health:
During construction period the workers will be provided with safe water supply, low-cost
sanitation facilities, first aid treatment, necessary personal protective equipment etc, to
prevent an increase in diseases related to personal hygiene. With some other industrial
units coming up in the surrounding area, Govt. dispensary, medical check-up, medicines,
services of nurses & doctors etc. are likely to be increased with a view to taking care of
general health of the local community.
Education:
Presently, every village has a primary school up to VII std. and for higher standard
education, the students, both boys and girls, have to go to Bharuch. With increase in
population due to industrial growth, the surrounding villages may start higher standards up
to X and XII. Not only male students but female students can also take advantage of the
some and thereby, percentage of literate population in the local area may increase.
Transport:
With increased employment opportunities and higher economic status of the local
community and with an increase in market conditions, transport facilities by way of buses,
two-wheeler & four-wheeler vehicles will develop in future. Thus, overall development of
the local community and their health is likely to become a matter of fact with the co-
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operation and support of GIDC and the industrial organizations of the local area. To sum up,
it could be said that there will be a positive effect due to improved communication and
health services, which would lead to economic prosperity, better educational opportunities
and access to better health and family welfare facilities. There will be a beneficial effect on
human settlement due to employment opportunities from various industrial establishments
in Ankleshwar Industrial Estate in addition to employment generated by M/s Shree
Chemopharma Ankleshwar Pvt. Ltd. (Unit-1). There is likely to be a beneficial impact on the
local Socio-Economic environment. There shall be no displacement of any population in the
plant area. The increasing industrial activity will boost up the commercial and economical
status of the locality to some extent.
1. This project is on non-agricultural land and therefore, it is not likely to alter the crop
production.
2. The manufacturing unit shall adopt comprehensive environmental plan covering
several environment protection measures to reduce the environmental pollution
resulting from the project.
To control the emission from process and utility stacks, the company would regularly
examine, inspect and test its emission to make sure that the emission is below the
permissible limit. With this, the status of sanitation and community health of the area would
not change.
4.2.8.6 FOREST, NATIONAL PARKS / SANCTUARIES
There is no reserved forest & no national park or sanctuary within 10 km radius of the plant.
There shall be no impact on the same.
4.2.8.7 PLACES OF ARCHAEOLOGICAL/HISTORICAL/RELIGIOUS/TOURIST INTEREST
There is no place of archaeological, historical, religious or tourist interest within the study
area i.e. 10 km radius of plant site. Hence, there shall be no impact on places of interest.
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4.3 MATRIX REPRESENTATION
The parameters discussed are presented in the form of a matrix in Table 4.4. The impact
matrix relating the parameters to the activities during operation phase and construction
phase is presented in Table 4.5. The quantification of impact is done using numerical scores
0 to 5 as per the following criteria.
Score Severity criteria
0 No impact
1 No damage
2 Slight/ Short-term effect
3 Occasional reversible effect
4 Irreversible/ Long-term effect
5 Permanent damage
The scores for various parameters and activities are presented in Table 4.6.
4.3.1 CUMULATIVE IMPACT CHART
The total negative impact of various activities on any one parameter is represented as a
cumulative score and the cumulative scores of various parameters are given in the form of a
cumulative impact chart presented in Table 4.7. Any particular parameter having an
individual score greater than 5 or cumulative score of 20 implies serious effects due to the
project and calls for suitable mitigation measures. It is evident from the matrices that the
resultant impact is beneficial to the local population and due to export (and import
substitution) the resultant impact is beneficial to our country.
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TABLE - 4.5
IMPACT IDENTIFICATION MATRIX (CONSTRUCTION PHASE)
ACTIVITIES
DURING
CONSTRUCTI
ON PHASE
Air
Quality
Noise
&
Odour
Water
Quality
Land
Quality
Infrastru
cture
Servic
es
Env.
Hazards
Terrestrial
Ecology
Land use
Socio-
Economic
Status
Aquatic
Ecology
Water
Requirement
× × × × ×
Material
Storage/
Transport
× × × × × × × × ×
Material
Handling
× × × × × × ×
Utilities × × × ×
Effluent
Discharge
× × × × ×
Gaseous
Emissions
× × ×
Fugitive
Emissions
× × ×
Solid Waste
Disposal
× × × × × × × ×
Spills & Leaks × × × × × × ×
Shutdown/
Startup
× ×
Equipment
Failures
× × × × × ×
Transport of
Workers
× × × × ×
Movement of
Vehicles
× × × × ×
Medical &
Other Needs
× × ×
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TABLE – 4.5 (CONTD.)
IMPACT IDENTIFICATION MATRIX (OPERATION PHASE)
ACTIVITIES
DURING
OPERATION
PHASE
Air
Quality
Noise
&
Odor
Water
Quality
Land
Quality
Infra
struc
ture
Servi
ces
Env.
Hazards
Terrestrial
Ecology
Land use
Socio-
Economic
Status
Aquatic
Ecology
Water
Requirement
X X
Raw material
Storage/
Transport
X X X X X X
X
Raw Material
Handling
X X X X X
Utilities X X X X
Effluent Discharge X X X X X X
Gaseous Emissions X X X
Fugitive Emissions X X X X
Solid Waste
Disposal
X X X X X X X X
Product Storage/
Handling
X X X
Spills & Leaks X X X X X X X X
Shutdown/
Startup
X X X X X
Equipment
Failures
X X X X X X X
Plant Operations X X X X X X X X X
Transport of
Workers
X X X X
Movement of
Vehicles
X X X X
Medical & Other
Needs
X X
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TABLE - 4.6
CONSTRUCTION & OPERATION STAGE POTENTIAL IMPACTS & MITIGATIVE MEASURES
ENVIRONMENTAL
COMPONENTS
POTENTIAL
IMPACTS
SOURCES OF
IMPACT
MITIGATIVE MEASURE REMARKS
Water Quality Deterioration of
water quality
Construction
activity &
abstraction of
water for
construction
requirement
and sanitation
in housing for
workers.
Discharge of
process
effluents,
sewage and
utility
wastewater.
Proper management of
surface water runoff shall
be made.
Effluent treatment plant
(ETP) consists of Primary
Treatment.
Treated effluent from ETP
will be sent to proposed
MEE and re-used within
premises.
In existing scenario,
Effluent is given
primary treatment in
ETP to bring the
effluent within the
acceptance norms of
M/s. ETL.
In proposed scenario
Treated Effluent will
be sent to CMEE of
M/s. BEIL,
Ankleshwar for
further treatment &
final disposal.
Minor adverse
impact
Air Quality Emission from
flue gas &
process vent
Fugitive
emissions
Control equipment for
fugitive emissions
Adequate Stack Height
Adequate APCM like –
Multi cyclone Separator
with Bag Filter & Four
stage alkali scrubber in
series.
No remarkable
increase in GLCs.
NAAQ Standards are
met
Minor adverse
impacts on ambient
air quality
Hazardous Waste Hazardous Waste
generate from
process, ETP, RM
and Products
storage yard,
Machineries and
Utilities, etc.
Project
activities
• ETP Sludge & MEE salt
will be Collected,
Stored, Transported
and Disposal at
nearest TSDF site
(M/s. BEIL).
• Used Oil will be
Collected, Stored and
Transported & Sent to
authorized recycler /
Minor adverse
impacts on soil
quality
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Reused for Machine
Lubrication.
• Discarded barrels/
containers/ liners will
be Collected, Stored,
Decontaminated &
reuse or Sell to
Registered recycler.
• Sodium nitrite &
MnO2 solutions will be
sold to end users with
permission under
Rule-9.
Socio-Economic Overall growth &
development of
area, increased
employment,
improvement in
infrastructure
and growth of
downstream
industries
Project
activities
General area planning in
advance by GIDC and
classified as notified
industrial estate by GIDC
Beneficial change
Terrestrial Ecology Minor loss of
habitat-flora &
fauna, loss of
agricultural land
Project
activities
Green belt, Proper
management of solid
waste.
No impact
Noise Increased noise
level
Project
operation
Oiling and lubrication,
Earplugs and Earmuffs will
be provided
Maximum possible area
will be covered as
greenbelt and other
forms of greenery.
Marginal impact
Infrastructure &
Services
Improved
communication,
transport,
housing,
educational &
medical facilities
Project Development has been
gradual
Beneficial impact
Environmental
Hazards
Risk to
environment &
neighboring
population
Handling and
storage of
chemicals &
fuels
On site & off site Disaster
management plan & Safe
practices.
Insignificant adverse
impact
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TABLE - 4.7
ENVIRONMENTAL IMPACT MATRIX
Activities Environmental Parameter
Air
Quality
Noise &
Odor
Water
Quality
Land
Quality
Infrastr
ucture
Service
s
Enviro
nment
al
Hazard
Terrestria
l Ecology/
Land use
Socio
economic
Status
Aquatic
Ecology
Water
Requirement
0 0 1 0 1 1 0 0 1 1
Effluent
Discharge
0 0 1 0 1 1 1 1 0 1
Gaseous
Emissions
2 0 0 0 0 0 2 0 0 0
Fugitive
Emissions
2 0 0 0 0 0 2 1 0 0
Solid Waste
Disposal
1 1 2 1 2 1 2 2 0 0
Raw Material
Storage/
Transport
1 2 1 2 2 1 2 1 0 2
Raw Material
Handling
1 1 1 2 1 1 1 1 0 0
Product
Storage
1 0 0 1 0 0 1 0 0 0
Spills & Leaks 1 1 2 2 1 1 2 2 0 1
Shut down/
Start up
1 2 1 0 2 1 0 0 0 0
Equipment
Failure
1 1 2 0 2 2 2 2 0 0
Plant
Operations
1 2 1 0 1 1 1 1 1 1
Transport of
workers
2 1 0 0 2 1 0 0 1 0
Movement of
Vehicles
1 2 0 0 2 2 0 0 1 0
Utilities 1 1 2 0 0 2 0 0 0 0
Cumulative
score
16 14 14 8 17 15 16 11 4 6
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TABLE - 4.8
CUMULATIVE IMPACT CHART
ENVIRONMENTAL
PARAMETER
TOTAL CUMULATIVE
SCORE
Air Quality 16
Noise and Odor 14
Water Quality 14
Land Requirement 8
Infrastructure 17
Service 15
Environmental Hazards 16
Terrestrial Ecology/ Land use 11
Socio Economic Status 4
Aquatic Ecology 6
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CHAPTER – 5:
ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)
5.1 ANALYSIS OF ALTERNATIVES (TECHNOLOGY)
In our aim of meeting the specific requirements of our clients related to Pesticide
intermediates and specialty chemicals, we have established a widespread infrastructure
unit. The manufacturing unit is well equipped with technologically advanced machines and
equipment that enable us to process a wide range of Intermediates within the promised time
limits. We have the following machines in our manufacturing unit:
• Crushing machine
• Grinding machine
• Powdering machine
• Mashing machine
• Burning machine
• Roasting machine
• Filtering machine
• Drying machine
We also maintain research facilities where we customize the products as per the details
specified by the clients. Our team of technical experts makes sure that all chemicals are safe
to use and timely processed.
Warehousing and Packaging
We also possess a spacious and well maintained warehouse facility that helps us to
effectively handle stored the raw material as well as ready to dispatch products. The entire
space is divided to easily accommodate Intermediates category wise. Further, we also
undertake:
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• All preventive measures in storing our products under proper labels
• Maintaining records for future reference
• Checking chemicals for any spillage & leakage
• Quality packaging
5.2 ANALYSIS OF ALTERNATIVES (SITE)
Expansion will be within the existing premises, so analysis of alternatives site is not required.
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CHAPTER - 6
ENVIRONMENTAL MONITORING PLAN
6.1 PROJECT ENVIRONMENT MONITORING PLAN
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) shall adopt comprehensive
environmental monitoring plan which is essential to take into account the changes in the
environment. The objective of monitoring is:
• To verify the result of the impact assessment study in particular with regards to new
developments.
• To follow the trend of parameters which have been identified as critical
• To check or assess the efficiency of controlling measures
• To ensure that new parameters, other than those identified in the impact
assessment study, do not become critical through the commissioning of new project.
To monitor effectiveness of Control Measures:
• Monitor daily, Assess effectiveness of the Control Measures being implemented,
Explore the need to modify or add new Control Measures particularly if a violation is
observed & Report weekly.
• Regular monitoring of environmental parameters will be made to find out any
deterioration in environmental quality.
• Monitoring of the proposed project area will be regularly conducted. The attributes,
which merit regular monitoring, are specified underneath.
6.2 LABORATORY FACILITIES
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has its own laboratory equipped
with different equipment i.e. analytical balance, pH meter, COD digester (heating)
apparatus, oven, incubator and necessary glass-wares. Equipment of quality control
laboratory is also available for analysis of environment parameters. M/s. Shree
Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has made plan for the regular monitoring to
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ensure that pollution will be limited to below prescribed limits and to take corrective action.
In case the monitored results of environment pollution shall be found to exceed the
prescribed limits, remedial actions shall be taken through the concerned plant authorities.
The actual operation and maintenance of pollution control equipments of each department
shall under respective department heads.
6.2.1 DOCUMETATION & RECORDS
The environmental department in respect of operation of pollution control facility is
being/will maintain following records:
� Instruction manual for operation and maintenance of pollution control equipments.
� Log sheet for self-monitoring of pollution control equipments.
� Manual for monitoring of Air, water for ambient conditions.
� Instruction manual for monitoring of water, solid and gaseous parameter discharged
from the factory and also for various parameters of pollution control facilities.
� Stationary records as per the Environmental Acts.
� Monthly and annual progress reports.
� Medical checkup of employees.
� Regularly these documents & records shall be reviewed for necessary improvement of
the monitoring plan/mitigation measures/environmental technologies as well as for
necessary actions of Environmental Management Cell.
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6.3 POST PROJECT MONITORING PLAN
Environment monitoring plan for proposed plant has described in Table-6.1 along with
Environment Components, parameter, standards to be followed, location and frequency.
TABLE - 6.1
PROJECT ENVIRONMENT MONITORING PLAN
Environmental
Component
Parameters Standards Frequency
Air Environment
AAQM at plant site As prescribed by GPCB
including PM2.5, PM10, SO2,
NOx, HCl & VOCs
Prescribed by
CPCB
Once in a month through
NABL Lab.
Stack emission
monitoring
Parameters prescribed by
GPCB of Flue Gas emission
and Process Gas Emission
Prescribed by
GPCB
Once in a month by NABL
Lab.
Fugitive emissions/ work
place monitoring within
the plant side
VOC, PM10 & PM2.5 Prescribed by
GPCB
Once in a month by NABL
Lab.
Water Environment
Surface water quality Parameters prescribed by
GPCB
Water quality
Standards
Once in a Season
Ground water quality Parameters prescribed by
GPCB
Water quality
Standards
Once in a Season
Noise Environment
Ambient Noise at plant
site
Noise level in dB(A) As per National
Noise Standards
Once in a Month
Soil Environment
At plant site Analysis of pH, conductivity,
Sulphates, calcium,
magnesium, Cl-
-- Once in a Season
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6.3.1 MONITORING METHODOLOGIES
Monitoring of environmental samples shall be collected as per the guidelines provide by
MoEF&CC/ CPCB/ GPCB. The method followed shall be recommended/standard method
approved/recommended by MoEF&CC/ CPCB.
TABLE - 6.2
METHOD OF ENVIRONMENTAL SAMPLING & ANALYSIS
Attributes Method
Sampling / Preservation Analysis
A. Air Environment
1. Micro meteorological
data
2. Ambient Air Quality
Mechanical/automatic
1. Mechanical or automatic
weather station/Meteorological
Department
2. Samplers (Designed as per
USEPA) to collect PM2.5, PM10
and the gaseous samples
--
Standard methods such
as IS - 5182 & CPCB
guideline, ASTM, etc.
B. Noise Instrument: Noise level meter --
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6.4 ENVIRONMENT POLICY
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6.5 ENVIRONMENTAL MANAGEMENT CELL
Apart from having an environmental management plan, it is also necessary to have a
permanent organizational set up charged with the task of ensuring effective
implementation. In this effect M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has
assigned responsibilities to officers from various disciplines to co-ordinate the activities
concerned with management and implementation of environment control measures.
An organogram of Environment management cell is shown in Figure 6.1. This department
shall undertake the monitoring of environment pollution level by measuring stack
emissions, Ambient air quality, water and effluent quality, Noise level, etc. either
departmentally or by appointing external agency whenever necessary.
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) shall carry out the regular
monitoring in future as well as ensure that pollution is limited below prescribed limits and
shall take corrective action by providing new pollution control equipment if required. In case
the monitored results of environment pollution are found to exceed the prescribed limits,
remedial actions are taken through the concerned plant authorities. The actual operation
and maintenance of pollution control equipment of each department is under respective
department heads.
The environmental department shall also look after preparation and submission of Water
Cess Return, Environmental statement and Consolidated Consent & Authorization
application/ renewal under water (Prevention and Control of Pollution) Act, 1974, Air
(Prevention and Control of Pollution) Act, 1981, Ambient Air Quality as per NAAQS
Standards, 2009 and Hazardous & Other Wastes (Management and Transboundary
Movement) Rules, 2016 under Environment Protection Act, 1986.
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FIGURE - 6.1
ORGANOGRAM OF ENVIRONMENT MANAGEMENT CELL
DIRECTOR/ CEO
MANAGER (HSE)
SUPERVISOR
OPERATORS
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6.6 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.
• Director will overall be responsible for effective implementation of Occupational Health,
Safety & Environment Management System (HSEMS).
• Core Committee will conduct management review every Six months to assess the
effectiveness of HSE Management System. If necessary the committee will allocate
resources for taking Corrective and Preventive action on Non-Conformance.
• The Core committee will advise and monitor the establishment and implementation of
HSEMS.
• HODs, Dept. in-charges, Supervisors will be responsible for implementing HSE
Management Programs. Safety Officer to lead the programme. All the employees are
responsible for implementing and maintaining HSE Management System.
• HODs will be responsible to define and monitor the key characteristics for measure of
performance in HSE. HODs will be responsible for control of all the documents and data
as per the requirement.
• Verification activities, including internal HSE Audits, will be carried out at the direction of
Core committee and team of Internal Auditors.
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CHAPTER - 8
PROJECT BENEFITS
8.1 BACKGROUND
Company Proposes expansion of pesticide intermediates and specialty chemicals in existing unit
at Plot No. 313/13 & 313/14, GIDC Industrial Estate, Ankleshwar-393002, Dist. Bharuch,
Gujarat.
8.2 ENVIRONMENT
Their respect for the environment is reflected in their commitment & common objectives for
continuous efforts by ensuring environmentally sound practices followed at all levels. They not
only adhere to the statutory norms but have a holistic approach towards environmental
protection. The major environmental issues addressed are:
o Proposed manufacturing processes are studied in detail with a view to minimize
generation of liquid/gaseous waste streams as a part of continuous improvement.
o Company will be not just be aimed at pollution minimization but also to conserve
energy, improve process yields and product quality.
o Company will use natural gas in boiler and THF as a fuel.
o The effluent will be treated in ETP consisting of primary treatment facilities and sent to
CETP & CMEE for further treatment and disposal.
8.3 EXPORTS
• Country will gain forex through exporting products, an export oriented unit.
• Country will save valuable foreign exchange as import of these products will be reduced by
corresponding amount.
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8.4 EMPLOYMENT GENERATION
As project will have considerable employment & trade opportunities with the commencement
of the production activities. This will increase the employment opportunity. Secondary jobs will
also bind to be generated to provide daily needs and services to the work force. This will also
temporarily increase the demand for essential daily utilities in the local market. The manpower
requirement for the proposed project will generate permanent and secondary jobs for the
operation and maintenance of plant. Total requirement of manpower is ~60 (Existing: 20 and
Proposed: 40) employees. The project will benefit the people living in the neighboring villages
by giving preference to them in relation to direct employment associated with the various
project activities. Operation phase of the proposed expansion project will involve a certain
number of laborers. There is a possibility that local people for construction phase as well as a
number of local skilled and unskilled people will be engaged in the employment which will
improve the existing employment scenario of the region.
8.5 SOCIO-ECONOMIC DEVELOPMENTAL ACTIVITIES
Company will contribute 2.5% of project cost for socio economic development activities for 5
year. This fund will be administered by a local area development committee in accordance with
the orders of the appropriate Government. This fund will be used for the creation of
infrastructure and overall economic development of the project area. Other such activities as
stated as below:
1) Integrated Agricultural Growth Project – For improvement and use of the modern
techniques and thereby would certainly contribute to prosperity in the agriculture sector
and reduce the rural poverty by programs like Farmers Training, Nursery Growing Trainings,
Modern agriculture equipment distribution programs etc.
2) Income Generation Program
1) Establishment of Self help groups
2) Rural Entrepreneurship Development Program
3) Vocational Training
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4) Business process outsourcing
3) Health, Education & Infrastructure
1) General Health Camps
2) Innovative Teaching Methods
3) Adult Education
4) Sanitation
5) Infrastructure Development Projects
4) FUND FOR CSR ACTIVITIES
Area 2018 2019 2020 2021 2022 Total
Education Support
- Study material distribution to poor
students in school in Bakrol village
- Support to Sports activities in Bakrol
schools
- Support to Library infrastructure /
computer education for Kharod
75,000 25,000 1,00,000 1,25,000 -- 3,25,000
Health, Hygienic & Environment
- Green Belt development factory
surrounding area
- Providing basic infrastructure for
Drinking Water, sanitation in
neighbouring schools in Sanjali
village
- Health / Hygienic awareness
programs/workshop in nearby
Panoli schools
1,00,000 1,00,000 25,000 -- 75,000 3,00,000
Socio-Economic
- Donation for special event/festival for
nearby area.
-- 50,000 50,000 50,000 1,00,000 2,50,000
Year-wise Total 1,75,000 1,75,000 1,75,000 1,75,000 1,75,000 8,75,000
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CER BUDGET
CER Activities Fund (Rs.)
2018-2019
Medical Camp in villages & School and distribute medicine free of cost 150000
To provide RO plant in 2 villages 175000
Color to Hospital and School 175000
Respond to community requests for donations and support. 150000
2019-2020
Scholarship to required students 150000
Training and Guidance camp for Gruh Udhyog in nearby village’s. 150000
Provide drinking facilities to nearby villages . 150000
Respond to community requests for donations and support. 150000
TOTAL 12,50,000/-
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CHAPTER - 9
ENVIRONMENTAL COST BENEFIT ANALYSIS
9.1 ENVIRONMENTAL COST BENEFIT ANALYSIS
Environment
Their respect for the environment is reflected in their commitment & common objectives for
continuous efforts by ensuring environmentally sound practices followed at all levels. They not
only adhere to the statutory norms but have a holistic approach towards environmental
protection. The major environmental issues addressed are:
o Proposed manufacturing processes are studied in detail with a view to minimize
generation of liquid/gaseous waste streams as a part of continuous improvement.
o Company will not only aim at just pollution minimization but also to conserve energy,
improve process yields and product quality.
o Company will use natural gas & Agro waste/briquettes in boiler and THF as a fuel.
o The effluent will be treated in ETP consisting of primary treatment facilities and sent to
CETP & CMEE for further treatment and disposal.
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CHAPTER - 10
ENVIRONMENTAL MANAGEMENT PLAN
10.1 BACKGROUND
The industry shall adopt a comprehensive Environmental Management Plan (EMP) which
covers several environmental protection measures, not only for abatement of environmental
pollution resulting from the project, but also for the improvement in the ambient
environment. The various components of the EMP are outlined in subsequent sections. An
EMP is a site-specific plan developed to ensure that all necessary measures are identified and
implemented in order to protect the environment and comply with environmental legislation.
10.2 OBJECTIVES OF ENVIRONMENTAL MANAGEMENT PLAN
The Environment Management area handled by a Qualified Manager with adequate training
and experience in operation of ETP and management of other pollution control measures. He
will be assisted by a Qualified Executive and one operator (in each shift) to run ETP and other
pollution control system. All the necessary controls w.r.t. management of Liquid/ Hazardous/
Gaseous pollutants will be exercised. All the necessary controls w.r.t. management of Liquid /
Hazardous / Gaseous pollutants will be exercised. For all liquid effluents, full fledged effluent
treatment plant consisting of primary treatment will be installed to ensure adequate
treatment prior to discharge.
Process stacks will be equipped at safe height with scrubbers where required to ensure
emissions within prescribed limits. DG sets will be provided with acoustic enclosure and stack.
To handle hazardous waste as per Hazardous & Other Wastes (Management and
Transboundary Movement) Rules, 2016 of Environment Protection Act, 1986. Hazardous
waste will be disposed off at the secured land fill facility available in the nearby vicinity.
• Fixed gas detection system will be installed in the workplace area.
• Work place monitoring will be carried out regularly through continuous monitoring
systems and periodic checking.
• Ambient air quality will be monitored regularly.
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• Good green belt will be maintained inside and outside the premises by planting trees,
developing lawns.
• To work in R&D for continuous improvement in process to reduce Pollution Load &
moving towards adopting cleaner production technology.
10.3 ENVIRONMENTAL MANAGEMENT CELL
Apart from having an environmental management plan, it is also necessary to have a
permanent organizational set up charged with the task of ensuring effective implementation.
In this effect, M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has assigned
responsibilities to officers from various disciplines to co-ordinate the activities concerned
with management and implementation of environment control measures.
An organogram of Environment management cell is shown in Figure 10.1. This department
shall undertake the monitoring of environment pollution level by measuring stack emissions,
Ambient air quality, water and effluent quality, Noise level, etc. either departmentally or by
appointing external agency whenever necessary.
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) shall carry out the regular monitoring
in future as well as ensure that pollution is limited below prescribed limits and shall take
corrective action by providing new pollution control equipment if required. In case the
monitored results of environment pollution are found to exceed the prescribed limits,
remedial actions are taken through the concerned plant authorities. The actual operation and
maintenance of pollution control equipment of each department is under respective
department heads.
The environmental department shall also look after preparation and submission of Water
Cess Return, Environmental statement and Consolidated Consent & Authorization
application/ renewal under water (Prevention and Control of Pollution) Act, 1974, Air
(Prevention and Control of Pollution) Act, 1981, Ambient Air Quality as per NAAQS Standards,
2009 and Hazardous & Other Wastes (Management and Transboundary Movement) Rules,
2016 under Environment Protection Act, 1986.
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FIGURE - 10.1
ORGANOGRAM OF ENVIRONMENT MANAGEMENT CELL
DIRECTOR
MANAGER (HSE)
SUPERVISOR
OPERATORS
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10.4 ENVIRONMENT MANAGEMENT PLAN
The Environment Management plan is meant for mitigation/ management of the adverse
impacts and the strengthening positive impacts during proposed project. Environment
Management Plan is tabulated in Table:-10.1
TABLE - 10.1
ENVIRONMENT MANAGEMENT PLAN
ENVIRONMENT
ISSUE/COMPONENT
REMEDIAL MEASURES
Hazardous waste generation &
disposal
Proper collection, Safe Handling, Storage within premises and
disposal of waste at approved TSDF, incineration facility, re-cyclers,
re-processors.
Effluent generation and
treatment
New Effluent treatment plant will be provided for treatment of
wastewater generated from expansion project.
Emission from stack Adequate pollution control system will be provided for control of
gaseous emission.
• Adequate stack height for better dispersion of pollutants
• Scrubbers at Process Vents & ESP at Stacks
Noise Acoustic enclosure on DG sets, engineering control at high noise
level areas like compressors etc, wherever feasible, proper oiling,
lubrication and maintenance of equipment, development of
greenbelt around plant boundary and inside plant
Greenbelt 15.71% of the plant area will be developed as greenbelt.
Rainwater harvesting Rainwater harvesting will be provided in non-plant area.
Information and awareness about
hazardous chemicals plant
Awareness and information will be provided within 10 km of the
study area about the hazardous situations.
Preparedness to handle onsite &
offsite emergency
Onsite & Offsite Emergency Management Plan will be prepared
Monitoring of Environmental
parameters
Regular monitoring of various environmental parameters will be
carried out to check the effectiveness of the control system.
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10.4.1 WATER ENVIRONMENT
Water requirement will meet through the GIDC Water Supply. However, record of water
consumption for different usages should be maintained.
Construction Phase
• Construction activity is not required for expansion project because company will utilize
the existing infrastructure facility for expansion.
Operation Phase
• Total water requirement will be 74.5 KL/Day which will be met through GIDC water
supply. The wastewater generation will be 47 KL/Day out of which 41 KL/Day shall be
treated in ETP and 14 KL/Day of treated effluent shall be sent to common effluent
treatment plant of M/s. ETL, Ankleshwar & remaining 27 KL/Day will be sent to Common
MEE of M/s. BEIL, Ankleshwar for further treatment and disposal. Domestic wastewater
(6 KL/Day) shall be disposed in septic tank & sock pit.
• Proper housekeeping should be adopted to prevent spillages and contaminated surface
runoff going to storm water drains.
• The following measures would be taken to minimize the water usage in the operational
phase:
� Endeavor to reduce the actual process water consumption by way of improvement in
operation of processing units.
� Water saving by shower head flow controls, spray taps and faucet aerators and photo-
sensitive taps.
� Exploring other options of reusing the treated effluent besides fire water make up or
for horticulture development.
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10.4.1.1 PLANS FOR MANAGEMENT, COLLECTION AND DISPOSAL OF WASTE STREAMS TO
BE GENERATED FROM SPILLAGE, LEAKAGES, VESSEL WASHING, USED CONTAINER WASHING
ETC. MEASURES PROPOSED FOR PREVENTING EFFLUENT DISCHARGE DURING UNFORESEEN
CIRCUMSTANCES.
1. Proper housekeeping will be adopted to prevent spillages and contaminated surface runoff
going to storm water drains.
2. Contamination will be minimized due to the spillage, leakage, vessel & drum washing.
Washing water will be collected through appropriate channels and taken to ETP for
treatment. To avoid leaching entire washing area will be paved.
3. Company should make continuous efforts in waste minimization.
4. For the equipments and pipelines, leakage detection and repair will be scheduled to
minimize pollution.
5. Second wash of plant / equipment will be re-used as first wash in the same equipment /
reactor to reduce fresh water consumption.
6. Adequate spares for effluent collection and disposal system will be maintained.
10.4.2 AIR ENVIRONMENT
Construction Phase (Non point sources emissions)
• Construction activity is not required for expansion project because company will utilize
the existing infrastructure facility for expansion.
Operation Phase (Point sources emissions)
In-plant Control Measures: Some of the mitigation measures, which can reduce the impact on
air environment, are as follows:
• Ensuring the operations of various process units as per specified operating guidelines/
operating manuals.
• Strict adherence to maintenance schedule including lubrication for various machinery/
equipment.
• Four stage Scrubber system will be installed to control process gas emission.
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• There are 5 Nos. of flue gas emission of air pollution at M/s. Shree Chemopharma
Ankleshwar Pvt. Ltd. (Unit-1) i.e. Stack attached to Boiler-1, Boiler-2, Thermic Fluid
Heater-1, Thermic Fluid Heater-2 and DG Set-1
• And 1 Nos. of process gas emission in proposed scenario will be after total proposed and
Vents will attach to Reaction vessels. Four stage alkali scrubber in series will be installed
to control process gas emission.
• Adequate stack height for better dispersion of pollutants.
• Moreover, regular monitoring of stacks shall be carried out to check the emissions. Record
should be maintained for changing of scrubbing media on printed logbook. In case
emissions exceed, the corrective measures should immediately be taken and records of
the same should be maintained.
• Regular ambient air quality monitoring and stack monitoring shall be carried out within
premises and should also be carried out in the nearby area for PM10, PM2.5, SO2, NOx, &
VOCs.
• A greenbelt around the factory will be developed for reducing the air pollution and
attenuation of noise.
• Adoption of good house-keeping.
10.4.2.1 INFORMATION FOR CONTROL OF FUGITIVE EMISSIONS
The emissions are normally defined as emissions to the atmosphere resulting from leaking
piping sources and equipments such as valves, flanges, pump seals, connections, and
compressor seals open end lines and pressure relief valves. The emissions are not visually
observed but can be measured in relatively low concentration at each area of source.
Following measures will be adopted to prevent and control fugitive emissions:
1. Airborne dust at all transfers operations/ points will be controlled either by spraying
water or providing enclosures.
2. Adequate ventilation will be provided.
3. Regular maintenance of valves, pumps, flanges, joints and other equipment will be
done to prevent leakages and thus minimizing the fugitive emissions.
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4. Entire process will be carried out in the closed reactors with proper maintenance of
pressure and temperature.
5. Periodic monitoring of work area will be carried out to check the fugitive emission.
6. Stand by pumps will be provided on all scrubbers. Besides, scrubbers will be equipped
with on-line pH meter with hooter system for better operational control.
7. Close feeding system will be provided for centrifuges. Centrifuge and filtrate tank
vents will be connected to vent chillers.
8. Minimum number of flanges, joints and valves in pipelines.
9. Regular inspection of floating roof seals and proper preventive maintenance of roofs
and seals for tanks.
10. Fugitive emission over reactors, formulation areas, centrifuges, chemical loading and
transfer area will be collected through hoods and ducts by induced draft and
controlled by scrubber/ dust collector.
11. Dedicated scrubber will be provided are used for fugitive emissions to control.
12. For dust emissions bag filter will be provided.
13. Enclosures to chemical storage area, collection of emission from loading of raw
materials in particular solvents through hoods and ducts by induced draft, and control
by scrubber / dust collector to be ensured.
10.4.2.2 Odor Control Measures
The chemicals used or manufactured related to the proposed expansion project do not
release any disagreeable odor. However if any spillage or leakage of such chemicals are
taken place then following material handling procedures will be followed to reduce the
Odour and release of chemical vapors in atmosphere.
Procedure for unloading chemicals from tankers
When a liquid is transferred from one container to another the air from the receiving
container is displaced to atmosphere and the air from atmosphere is sucked into the
container from which the material is transferred.
The air released from receiving container is contaminated with vapors of the liquid being
transferred. To avoid this release of vapors into atmosphere, the contaminated air from
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receiving tank is let into the tanker from where the material is transferred with help of a
designated pipe line called as pressure equalization line or vent equalization line.
The system has been depicted in the following drawing.
Procedure for transferring chemicals from one tank to another tank or reactor.
The same technique of pressure equalization is used for transfer of liquid from one tank to
another tank or reactor to reduce the release of vapors to atmosphere.
The system has been depicted in the following drawing.
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Spill control measures
The accidental spill of chemicals is handled in a systematic manner to reduce the odor.
1. The area where the chemical spillage can take place is covered with appropriate
adsorbent material like soda ash, saw dust or even an earth using all necessary Personal
Protective equipment (PPE).
2. Contaminated area is then cleaned with soap and water and the water used is
transferred to ETP.
3. Masking agents (e.g. PIION, ECOPEARL) spray is then used to reduce the impact of
lingering odors.
Odor can be defined as the “perception of smell” or scientific terms as “a sensation
resulting from the reception of stimulus by the olfactory sensory system”. Whether
pleasant or unpleasant, odors are induced by inhaling air-borne volatile organics or
inorganic. An odor is the most complex of all the air pollution problems.
Unlike conventional air pollutants, odor has distinctly different characteristics, which, to an
extent, can be comparable with noise pollution. Similar to noise, nuisance is the primary
effect of odor on people. Some of such characteristics are:
Substance of similar or dissimilar chemical constitution may have similar odors. Nature and
strength of odor may change on dilution.
• Weak odors are not perceived in presence of strong odors.
• Odors of same strength blend to produce a combination in, which one or both may be
unrecognizable.
• Constant intensity of odors causes an individual to quickly loose awareness of the
sensation and only noticed when it varies in intensity.
• Fatigue for one odor may not affect the perception of dissimilar odors but will interfere
with the perception of similar odors.
• An unfamiliar odor is more likely to cause complaint than a familiar one.
• Two or more odorous substances may cancel the smell of each other.
• Odors travel downwind.
• Person can smell a distance.
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• Many animals have keener sense of olfaction than man.
10.4.3 NOISE ENVIRONMENT
The sound pressure level generated by a noise source decreases with increasing distance
from the source due to wave divergence. The propagation and attenuation of noise pressure
wave is dependent on many parameters amongst which, the medium of travel and the
ambient conditions are the most significant parameters. In order to minimize adverse impact
on the noise environment, due attention shall be given for implementing noise control
measures. Comprehensive measures shall be taken at design stage for noise from proposed
expansion unit. The measures are as under:
• The noise level at the plant boundary shall be restricted to 75 dB (A) during day time and
70 dB (A) during night time.
• Noise level shall be specified for various rotating equipment as per Occupational Safety
and Health Association (OSHA) standards.
• Equipment lay-out shall be done considering segregation of high noise generating sources.
• Erection of suitable enclosure, if required, to minimize the impact of high noise generating
sources.
• There may be small addition to the ambient noise level, due to the increased
transportation activities. This creates a slight adverse impact on the sound environment.
• Regular oiling, lubrication and maintenance of the equipment shall be carried out to
minimize noise generation.
During Construction Phase
• Construction activity is not required for expansion project because company will utilize
the existing infrastructure facility for expansion.
During Operation Phase
Following measures shall be adopted for abatement of noise during operation phase:
• Acoustic laggings, enclosures and silencers shall be provided wherever necessary for high
noise generating equipment.
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• Sound proof glass paneling shall be provided for all operating stations / control rooms as
well as for shift rooms at critical places.
• Strict implementation/ compliance of all statutory norms w.r.t. noise generation,
occupational exposure shall be done.
• Use of personal protective devices such as ear-muffs and ear-plugs shall be strictly
enforced.
• Acoustic barriers / shelter shall be developed in noisy workplaces.
• Noise generating sources in the plant areas shall be monitored regularly. Monitoring of
ambient noise levels should also be carried out regularly both inside the premises as well
as outside the greenbelt.
However, due to the attenuation of noise level within the factory and due to the fact that the
project site is situated in a well developed industrial estate and not in the immediate vicinity
of human settlement, significant impact is not expected in the nearest present human
settlement. The volume of transport vehicles to be handled is very low. The company shall
develop a green belt around the periphery of the premises, which shall act as a barrier to the
propagation of noise from the factory premises. This shall further reduce the noise levels
appreciably.
• It is recommended to measure and maintain records of noise level at various places
within and outside factory premises.
• Manufacturers/ suppliers of major noise generating equipment/ machines like
compressors, turbines, generators should be asked to take required measures for
minimizing the noise levels generated by machines by using noise absorbing material
for various enclosures or using appropriate design/ technology for fabricating/
assembling the machines.
• Audiometric tests should be conducted periodically for the employees working close
to the high noise sources.
• High noise generating machines and processes required for proposed project will be
enclosed and insulated.
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• Insulation of ventilation pipes and use of dampers will be made at all possible places.
• Implementation of management control on site for limiting transportation timing by
adopting mechanical and technological ideas.
• Preventive maintenance schedule will be followed for all instruments and machineries
to maintain good working condition.
• Enclosures and barriers will be provided to pumps and machineries producing high
noise levels, required for proposed project.
• Workers exposed to high noise generating operations will be provided with suitable
ear protection devices.
10.4.4 LAND ENVIRONMENT
10.4.4.1 HAZARDOUS WASTE MANAGEMENT
6 Categories of Hazardous/Solid Wastes shall be generated from this Unit.
• ETP Sludge & MEE salt will be Collected, Stored, Transported and Disposal at nearest TSDF
site (M/s. BEIL).
• Used Oil will be Collected, Stored and Transported & Sent to authorized recycler / Reused
for Machine Lubrication.
• Discarded barrels/ containers/ liners will be Collected, Stored, Decontaminated & reuse or
Sell to Registered recycler.
• Sodium nitrite & MnO2 solutions will be Collected, Stored, Transported & sold to end users
with permission under Rule-9.
• Recycled Nitric Acid will be Collected, Stored and Reused within premises.
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Storage of Hazardous Waste:
• Hazardous waste shall not be stored for a period more than 90 days. And shall maintain
records and make them available for inspection.
• Store at a designated Onsite-secured area with impervious floor that affords protection
from sun & rain fall, spreading of leachate, mixing of wastes etc.
Transportation of Hazardous Waste:
• Properly packed & labeled waste transport through dedicated vehicle to a captive facility/
authorized TSDF facility.
10.4.4.2 METHODOLOGY OF DE-CONTAMINATION AND DISPOSAL OF DISCARDED
CONTAINERS AND ITS RECORD KEEPING
Decontamination & Disposal of Discarded Containers: The proper disposal of empty
chemical containers is more important for hazardous chemicals as it can contain residual
amounts of chemicals. There can be no more than 1 inch of material left in the container not
more than 3% by weight of the containers capacity. In an effort to ensure that this residue is
handled properly and to be able to recycle or properly dispose of these containers, the
following procedure is to be followed. The below guidelines are useful for non hazardous
chemicals also.
Rinse Procedure: An empty chemical container that contains hazardous chemicals (liquid or
solid), must be rinsed 3 times with water (or appropriate rinsing agent) before being
discarded. The first rinse should be collected as chemical waste, it can be put into any waste
container of compatible chemicals, the second & third rinses can then go down to drain. If the
chemical is on the list of acutely hazardous waste, then all three rinses must be collected.
After the containers are rinsed, they can be discarded appropriately as described below. All
caps should be let off of the discarded containers. Containers should be labeled with “Empty”
labels and the chemical name should be crossed or blacked out prior to being discarded. Caps
may be discarded to regular trash. Finally, it is disposed off by sell it to authorized
decontamination facility / recycler or reuse.
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Reuse /Recycle/ Disposal of cleaned containers:
• All chemicals must follow the above rinse except the volatile Solvents & before being
discarded in any form.
• Metal containers or any plastic containers, plastic tubing or plastic beakers that do not meet
the recycling criteria can be discarded into regular trash.
• Glass containers, glass tubing that do not meet the recycling criteria should be placed into
trash can for disposal.
• Plastic & glass containers that meet the recycling criteria must be placed in appropriate
recycling containers.
• Empty compressed gas cylinders should be returned to vendor.
10.5 IDENTIFICATION OF RECYCLE/REUSE, CLEANER PRODUCTION AND CO-PROCESSING
OPTION OF HAZARDOUS WASTE
• It is recommended to analyze each hazardous waste periodically and maintain records.
• Check the calorific value of the ETP Sludge and process waste and then explore
possibilities of Co-Processing in Cement Industry as Primary fuel. Waste materials used for
co-processing are referred to as alternative fuels and raw materials (AFR).
1. Reduce water consumption by proper housekeeping, utilizing low-flow, drip or micro-
spray irrigation systems and technologies that reduce water loss.
2. Repairing leaks to pipes, glands, seals and gaskets can significantly reduce energy
costs.
3. Second wash of plant/ equipment will be re-used as first wash in the same equipment/
reactor to reduce fresh water consumption.
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10.6 GREEN BELT DEVELOPMENT
Tree plantation is known for improving the aesthetic and climatological environment of an
area and properly designed green belt can help in ameliorating air pollution to a very
significant degree. It should be borne in mind that the green belt will be most effective as a
sink for particulate matter and gaseous emissions from ground level sources, such as, fugitive
emissions. Effectiveness of green belt for the elevated sources is rather limited but its action
as a green lung greatly helps in improving the air quality of the area. However, considerable
scope exists for strengthening the existing green belt and developing the same in future.
BREAK UP OF DIFFERENT LAND USE OF FACTORY
Total 1400 sq. meter land area is available at site; out of this area about 220 sq. meter (15.71
%) area is covered as greenbelt and other forms of greenery.
Good greenery shall be maintained in and around the site by planting various types of tress
and maintaining lawns. A green belt shall be developed within the site boundary and across
the premises inside roads. Trees like Neem, Gulmohar, Champa, Gauva, Palm Trees, Nariyal,
Ghaneri, Shevga, Jangli badam, Sag, Jamun, Mango, Rain tree etc. shall be planted in and
around the site.
Plantation Details
Actual Status of Plantation/Green Belt
Trees species to be planted at plant are in line with trees species recommended in CPCB’s
guidelines for developing Greenbelts. For plantation at the plant in future, it is suggested that
these guidelines should also be followed for selecting pollutants tolerant and absorbent
species.
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(a.) Species of tree planted
Green Belt Avenue Trees Shrubs
Above 3m height Below 3m height
Jamun Alstonia Bamboo Pentas var.
Gulmohar Pinkcaassia Bahunia Galphemia
Peltophorum Spethodia Large stomia Miniature bamboo
Kasid Paras, papal Cordia Jestropha
Gultora Pendula Karen Hibiscus var.
Sisoo Gulmohar Gulltora Braya
Kapop Jackranda Tecoma var. Palmbago capensis
Neem Bignonia Tagari Acalypha var.
Arjun Largestomia Russolia
Cadamba Duranta var.
Cassia biflora
Ixora var.
Cana
(b.) Co-relation of Trees with pollution control
Trees Air pollution Dust Noise Salt
Trees Jackranda Karen Pendula Neem Neem
Pangara Pendulla Bahunia Peltophorum Gulmohar
Babool Neem Paras pipal Jamun
Cadamba Bogunvelia Cassia fistula Pendula
Vinca Croton
Tecoma var. Spethodia
Alstonia Gulmohar
Places: Green-Belt Plant Area Plant Area Plant Area
And green
belt
Plant Area
FIVE YEAR GREEN BELT DEVELOPMENT PLAN
YEAR NO. OF TREES
2019-2020 20
2020-2021 20
2021-2022 20
2022-2023 20
2023-2024 20
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10.7 MEASURES FOR CONSERVATION OF ENERGY
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) shall adopt various measures for
energy conservation:
• Energy efficient machineries will be used during operation phase.
• Installation of economizer & high efficiency burner on steam boilers.
• Company shall try to utilize renewable sources of energy for conservation of non-
renewable sources of energy.
• Enough care will be taken to prevent/minimize energy losses at each stage.
• Energy audit will be used as a tool for monitoring purpose.
• External lights will be controlled through timers for auto on/off function based on
timings.
• The cable size will be selected so as to minimize the power losses.
• The power factor improvement capacitors will be provided individually for AC loads.
• Using water cooled chillers, variable frequency drives for secondary pumps and public
area and building management system for HVAC equipments with non-CFC and non-
HCFC based refrigerants.
• Use of VFDs for various utilities in variable load application to optimize pump and air
handling unit performance, wherever required.
• Automated day light control.
• Efficient lamps and ballasts.
• Automated control for external lighting (Astronomical/Sensor).
• Occupancy Sensors.
• Phase-wise implementation of Advance Process Control (APC) in the process plants.
• Replacement of conventional lighting fixture by more energy efficient fittings.
• Installation of improved insulation over the High Pressure (HP) steam line to reduce
the heat loss.
• Use of FRP blade on Cooling Tower.
Company shall explore possibility of use of solar energy for various infrastructure operations.
Also use of Energy Efficient Lighting, Transformers, HVAC system, Use of Energy Efficient
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Motors, electrical appliances to minimize the energy consumption in addition to Process
Planning.
10.8 SKILLED AND TRAINED MANPOWER
Employment would be as per prevailing norms of state government for skilled and trained
people for the proposed expansion project. Due to project, 40 additional people shall be
employed for operation.
10.9 CAPITAL COST FOR ENVIRONMENTAL MANGEMENT
Total capital investment for the proposed project is Rs. 3.5 Crores (Existing: 2.50 crores and Proposed:
1 Crores).
Sr. Particulars Amount
(Rs. In Lakhs)
1 Total Cost of Project 300
2 Capital cost of air & water pollution control system
and environmental monitoring equipments
50
3 Recurring Cost for EMS 50
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10.10 ACTION PLAN FOR TRANSPORTATION OF RAW MATERIALS AND PRODUCTS
1. Every material (FG and or Raw material) container should be with TREM CARD, Material
Safety Data Sheet.
2. Container should be marked with Emergency Information Panel (includes Correct
Technical Name, Class Label, UN NO, HAZCHEM, Emergency Dial, Specialist advice etc).
3. Container or Tank should be thoroughly hydraulically tested and test certificate should be
available with driver.
4. Only trained driver having valid driving license are allowed to carry out transportation of
material.
5. Driver should be allowed with attendant to enter inside or going outside from the
company.
6. Driver and attendant well trained on Driving rules, Chemical Properties, Emergency
Preparedness (Communication, Leakage spillage handling, Use of PPE, First-aid, Fire
fighting measures, Toxic release measures).
7. Container should be certified for road worthiness, PUC certificate.
8. Vehicle should be equipped with fire fighting equipment, first aid box, Toolbox,
Antidotes, PPEs and Emergency Exit.
9. Conditions of Valves and fittings should be checked at security gate and proper corrective
action will be taken in case of any abnormality.
Transportation of all the raw material and products shall primarily by road only. The raw
material and products shall be received delivered in Tanks, MS/HDPE/FIBRE drums, Carboys
and cylinders as well as through tankers & containers and stores at ambient temperature. All
the storage tanks of hazardous flammable substance will be located within premises in
separate storage area i.e. solvent farm area at ambient temperature. Solvents shall be stored
in cool and dry place with all precautionary process instrumentation and safety appliance.
Large area shall be covered by well-designed warehouse, which is containing store office, raw
material store, finished product stores etc. In case of any abnormality reported to site
regarding road accident, our emergency response team will reach at the site and take proper
corrective action and information of such incident will be provided to local police station and
other government authority as per situation.
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CHAPTER - 11
EXECUTIVE SUMMARY & CONLCUSION
11.1 INTRODUCTION
M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) Proposes expansion of pesticide
intermediates and specialty chemicals in existing unit at Plot No. 313/13 & 313/14, GIDC
Industrial Estate, Ankleshwar-393002, Dist. Bharuch, Gujarat.
11.2 Product and Capacity
List of Products Along With Their Production Capacity
SR.
No.
Name of the Products CAS No. Quantity MT/Month
LD50
(mg/kg)
(Rat) Existing Additional Total
GROUP 1: SPECIALITY CHEMICALS
1. Para Chloro Benzoic Acid Or 74-11-3
32.9
117.1
150
1170
2. Ortho Chloro Benzoic Acid Or 118-91-2 1501
3. 2,4 Di Chloro Benzoic Acid Or 50-84-0 830
4. 4 Chloro 3 Nitro Benzoic Acid Or 96-99-1 3150
5. Para Nitro Benzoic Acid Or 62-23-7 1960
6. Meta Nitro Benzoic Acid Or 121-92-6 1450
7. Ortho Toliuc Acid Or 118-90-1 422
8. Di Nitro Toluic Acid Or 28169-46-2 1187
9. Potassium Salt of 4 Nitro 2
Sulpho Benzoic Acid (K-Salt of
NSBA) Or
5344-48-9 1315
10. Meta Chloro Benzoic Acid Or 535-80-8
0
750
11. 2,5 Di Chloro Benzoic Acid Or 50-79-3 4618
12. 2,6 Di Chloro Benzoic Acid Or 50-30-6 2423
13. 3,4 Di Chloro Benzoic Acid Or 51-44-5 400
14. 2 Chloro 5 Nitro Benzoic Acid Or 2516-96-3 N.A.
15. 2 Hydroxy 5 Nitro Benzoic Acid
(5 Nitro Salicylic Acid)
96-97-9 N.A.
GROUP 2 : PESTICIDES INTERMEDIATES
16. 2,3 Di Chloro Benzoic Acid Or 50-45-3
0
75
75
>2200
17. Ortho Chloro Benzaldehyde Or 89-98-5 2160
18. Para Chloro Benzaldehyde Or 104-88-1 1575
19. 2,3 Dichloro Benzaldehyde 6334-18-5 2160
Total 32.9 192.1 225
GROUP 3 : BY PRODUCT
20. Sodium Nitrite 7632-00-0 0 100 100 186
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11.3 DESCRIPTION OF THE ENVIRONMENT
BASELINE ENVIRONMENTAL STATUS
AIR ENVIRONMENT
The dispersion of pollutants in the atmosphere is a function of several meteorological
parameters viz. temperature, wind speed and direction, mixing depths, inversion level, etc.
The ambient air samples were collected and analyzed for Particulate Matter (PM10),
Particulate Matter (PM2.5), Sulphur Dioxide (SO2), Oxides of Nitrogen (NOx), Ozone (O3),
Lead (Pb), Carbon Monoxide (CO), Ammonia (NH3), Benzene (C6H6), Benzo (a) Pyrene (BaP),
Arsenic (As), Nickel (Ni), HCl, Cl2, HBr & VOCs were monitored at site and nearby villages for
identification, prediction, evaluation and assessment of potential impact on ambient air
environment.
The maximum concentration of SPM (143 µg/m3), PM10 (97.3 µg/m
3), PM2.5 (57.51 µg/m
3),
SO2 (20.42 µg/m3), maximum concentration of NOx (23.05 µg/m
3), maximum concentration
of O3 (11.19 µg/m3), maximum concentration of CO (1.9 µg/m
3), maximum concentration of
VOC (1.0 ppm), was recorded in study area.
The minimum concentration of SPM (121.1 µg/m3), PM10 (78.35 µg/m
3), PM2.5 (43.98
µg/m3), SO2 (16.42 µg/m
3), minimum concentration of NOx (18.16 µg/m
3), minimum
concentration of O3 (10.55 µg/m3), minimum concentration of CO (1.2 µg/m
3), minimum
concentration of VOC (0.4 ppm), was recorded in study area.
The PM10 and PM2.5 concentrations at all the AAQM locations were primarily caused by local
phenomena including industrial & vehicular activities and natural dust getting air borne due
to manmade activities and blowing wind. PM10 and PM2.5 concentrations were observed
below stipulated standards of CPCB for Industrial, Residential, Rural and Other Area at all air
quality monitoring locations during the monitoring period. Results of all parameters are
found within limit.
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 11-3
WATER ENVIRONMENT
BASELINE GROUND WATER QUALITY
pH of ground water samples varied from 6.47 to 8.26. Turbidity was found 0.06 to 0.86 NTU,
Total Dissolved Solids varied in the range of 146.0 to 2886.0 mg/L. DO and COD are found
in range of 5.06 to 6.88 mg/L, and 2.64 to 21.82 mg/L respectively. BOD3 was found to be
BDL. Total Hardness (as CaCO3) varied from 90.72 to 1251.9 mg/L. Total Alkalinity varied
from 108.9 to 628.7 mg/L. Chlorides and Sulfates are found in the range of 44.34 to 862.3
mg/L and 6.95 to 183.2 mg/L respectively.
BASELINE SURFACE WATER QUALITY
pH of surface water samples was found 7.69. Turbidity was found 0.76 NTU, Total Dissolved
Solids was found 248.0 mg/L. DO and COD are found 5.46 and 25.13 mg/L respectively.
BOD3 was found to be BDL. Total Hardness (as CaCO3) was found to be 167.3 mg/L. Total
Alkalinity was found to be 222.8 mg/L. Chlorides and Sulfates are found 19.71 mg/L and
47.19 mg/L respectively.
NOISE ENVIRONMENT
The objective of the noise pollution survey around the project site was to identify existing
noise sources and to measure background noise levels. The study was carried out in the
following steps:
Reconnaissance
• Identification of noise sources and measurement of noise levels
• Measurement of noise levels due to transportation
• Community noise levels
LAND ENVIRONMENT
Soil quality monitoring has been carried during pre-monsoon season at nine locations.
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 11-4
BASELINE STATUS
Parameters like Porosity, Water Holding Capacity, Bulk Density, etc. were considered.
Based on the soil analysis report, the following can be concluded:
The porosity of soils varied from 52.83% to 58.07% and can be considered as moderate to
good for air and water movement in the soil. The Water Holding Capacity varied from
46.53% to 71.50%. Bulk Density varied from 1.11 to 1.25 g/cm3. The moisture content varied
from 2.13% to 7.11%. pH varied from 7.09 to 7.95. Calcium varied from 120.2 to 280.6
mg/kg. Total Hardness varied from 392 to 726 mg/kg. Total Iron varied from 0.89 to 4.53
mg/kg.
11.4 Water Requirement, Waste Water Generation and Treatment
Total water requirement will be 74.5 KL/Day which will be met through GIDC water supply.
The wastewater generation will be 47 KL/Day out of which 41 KL/Day shall be treated in ETP
and 14 KL/Day of treated effluent shall be sent to common effluent treatment plant of M/s.
ETL, Ankleshwar & remaining 27 KL/Day will be sent to Common MEE of M/s. BEIL,
Ankleshwar for further treatment and disposal. Domestic wastewater (6 KL/Day) shall be
disposed in septic tank & sock pit.
11.5 Air Pollution Source and Control Management
There will be emission from Boiler (2 Nos.), Thermic Fluid Heater (2 Nos.), DG Set (1 No.) and
Process Vent (1 No.). Adequate air pollution control equipments i.e. Four stage alkali
scrubber in series and Stack height for better dispersion of pollutants shall be installed to
prevent air pollution.
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 11-5
11.6 Hazardous Waste
6 Categories of Hazardous/Solid Wastes shall be generated from this Unit.
• ETP Sludge & MEE salt will be Collected, Stored, Transported and Disposal at nearest
TSDF site (M/s. BEIL).
• Used Oil will be Collected, Stored and Transported & Sent to authorized recycler /
Reused for Machine Lubrication.
• Discarded barrels/ containers/ liners will be Collected, Stored, Decontaminated &
reuse or Sell to Registered recycler.
• Sodium nitrite & MnO2 solutions will be Collected, Stored, Transported & sold to end
users with permission under Rule-9.
• Recycled Nitric Acid will be Collected, Stored and Reused within premises.
11.7 Green Belt
Total 1400 sq. meter land area is available at site; out of this area about 220 sq. meter
(15.71 %) area is covered as greenbelt and other forms of greenery.
11.8 Power Requirements & Fuel requirement
SR.
NO. NAME OF FUEL
EXISTING
QUANTITY TOTAL QUANTITY
1. Diesel -- 400 lit/Hr
2. Natural Gas 400 Sm3/Day. 600 Sm
3/Day.
3 Agro Waste -- 3 MT/Day
3. Electricity 100 KVA 200 KVA
4. DG Set -- 225 KVA
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 11-6
11.9 Details of Hazardous Chemicals Storage
The detail of Hazardous Chemical Storage & Handling is as under…
Sr.
No.
Name of
the
Material
(CAS No.)
Type of
Hazard
Kind of
Storage
Max.
quantity to
be stored
(MT)
Storage condition
i.e. temp.,
pressure
Tank
Dimensions
in (m)
1. Nitric Acid
(7697-37-
2)
Toxic SS Tank 16 MT Atmospheric
Temperature,
Atmospheric
Pressure
2 Mtr Dia x 4
Mtr Height
2. Sulphuric
Acid
(7664-93-
9)
Toxic MS Tank 36 MT Atmospheric
Temperature,
Atmospheric
Pressure
2 Mtr Dia x 5
Mtr Length
3. Caustic Lye
(1310-73-
2)
Toxic HDPE
Tank
15 MT Atmospheric
Temperature,
Atmospheric
Pressure
2 Mtr Dia x 4
Mtr Height
11.10 Capital and recurring cost earmarked for environmental protection measures
Total capital investment for the proposed expansion project is Rs. 3.5 Crores (Existing: Rs.
2.5 crores and Proposed: Rs. 1.0 Crores).
Sr. Particulars Amount
(Rs. In Lakhs)
1 Total Cost of Project 300
2 Capital cost of air & water pollution control system
and environmental monitoring equipments
50
3 Recurring Cost for EMS 50
SHREE CHEMOPHARMA ANKLESHWAR PVT. LTD. (UNIT-1)
ENVIRONMENTAL IMPACT & RISK ASSESSMENT REPORT
EIA REPORT PREPARED BY M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. 11-7
11.11 Conclusion
The EIA study of M/s. Shree Chemopharma Ankleshwar Pvt. Ltd. (Unit-1) has been carried
out with respect to the Standard TORs awarded by MoEF&CC, New Delhi. All the impacts
likely to have an effect on the environment have been identified and efficient/adequate
mitigation measures have been proposed for the same.
� The proposed expansion project will provide quality product at lower cost to the users.
� There should be positive impact on the socio-economic condition of the area in terms of
direct and indirect employment due to the proposed expansion project.
� Country will save valuable foreign exchange as import of these products will be reduced
by corresponding amount.
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-1
CHAPTER - 12
DISCLOSURE OF CONSULTANTS ENGAGED
Aqua-Air Environmental Engineers Pvt. Ltd.
Environmental Engineering Consultants & Engineers
NABL ACCREDITED TESTING LABORATORY
ISO 9001:2008 Certified Company
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-2
1. COMPANY PROFILE
Aqua-Air Environmental Engineers Pvt. Ltd. is a Surat based company; one of the leading and
multidiscipline Environmental Engineering Consulting & Engineering firms of Gujarat.
Aqua-Air Environmental Engineers Pvt. Ltd. was founded by Mr. Jayeshkumar S. Patel & Mrs. Archana J.
Patel on May 7, 2008 and Aqua-Air Environmental Engineers Pvt. Ltd. was registered under the
companies Act on May 7, 2008.
Office having 6,756 Sq. Ft. of area covering EC/EIA Department, R & D Centre (Environmental
Laboratory), Consent (NOC/CC&A) Department, ETP/Civil Department and Account Department,
Library, Conference room and Administration Department, etc. with experienced and qualified staff to
render services in the field of Environmental Management of various types of industries.
Aqua-Air Environmental Engineers Pvt. Ltd. has a well-established track record in monitoring legislation
and developing and implementing strategies for organizations that enable them to manage the impact
of environmental issues on their business.
The company has built a reputation for delivering innovative and practical solutions to environment
related business issues. These solutions help our clients to achieve successful business outcomes and
make sustainable environment serving improvements within their business operations.
Aqua-Air Environmental Engineers Pvt. Ltd. started the process for ISO/IEC 17025:2005 Accreditation
by NABL, New Delhi for the Competence Testing & Calibration Laboratories on June 24, 2008 and
submitted the application (Version No. 10) to NABL, New Delhi for ISO/IEC 17025:2005 registration on
October 7, 2008. After final assessment and Non-Conformances resolved and corrective actions taken
against the Non-Conformances, Laboratory Department - Aqua-Air Environmental Engineers Pvt. Ltd.
was accredited with the certification of ISO/IEC 17025:2005 on October 19, 2010. The certification of
ISO/IEC 17025:2005 was valid up to January 5, 2018. Laboratory Department - Aqua-Air Environmental
Engineers Pvt. Ltd. was re-accredited with the certification of ISO/IEC 17025:2005 on May 28, 2018.
Certification of ISO/IEC 17025:2005 is valid up to May 27, 2020.
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-3
Aqua-Air Environmental Engineers Pvt. Ltd. started the process for ISO 9001:2008 registration for
Quality Management System on December 1, 2009 and submitted the application for ISO 9001:2008
registration on March 4, 2010. After final assessment, Aqua-Air Environmental Engineers Pvt. Ltd. was
certified from ANAB by M/s. Intertek System Certification on May 4, 2010. Present certificate of ISO
9001:2008 is valid up to Sept. 14, 2018.
Aqua-Air Environmental Engineers Pvt. Ltd. started the process for “EIA Consultant Organization”
accreditation under National Accreditation Board for Education And Training (NABET)/Quality Council
of India (QCI), New Delhi on January 7, 2010 and submitted the application (Rev. 06) for “EIA
Consultant Organization” accreditation under NABET, New Delhi on April 8, 2010. Office assessment
was done by external NABET/QCI auditors [Dr. L. Ramakrishnan & Mr. A. K. Gupta (B.Sc. Mechanical
Engg.)] on Feb. 3 & 4, 2011. NABET/QCI closed the application of Aqua-Air Environmental Engineers
Pvt. Ltd. on March 15, 2011. Aqua-Air Environmental Engineers Pvt. Ltd. filed SCA in Hon’ble High Court
of Gujarat against MoEF, QCI & NABET, New Delhi on April 13, 2012. Hon’ble High Court of Gujarat
issued stay order against operation of all OMs (related to NABET/QCI Scheme) of MoEF, New Delhi for
the company on Jan. 24, 2013. MoEFCC, New Delhi published Notification regarding mandatory
implementation accreditation scheme of NABET/QCI on March 3, 2016. Aqua-Air Environmental
Engineers P. Ltd. along with 11 EIA Consultants of Gujarat filed SCA No. 5312of 2016 in Hon'ble High
Court of Gujarat. Hon'ble High Court of Gujarat gave Stay Order on Apr. 5, 2016 against
implementation of Notification dated March 3, 2016 of MoEFCC, New Delhi till further orders.
Aqua-Air Environmental Engineers Pvt. Ltd. received the Certificate of Registration of Trade Mark,
Section 23 (2), Rule 62 (1) from Trade Marks Registry, Govt. of India on January 18, 2011.
The company’s work is spread all over Gujarat in India & Oman. Company have already prepared 377
Form-1, 266 EIA & EMP reports, 248 Risk Assessment & DMP reports, conducted 83 Public Hearings
and obtained 239 Environmental Clearances so far that includes Water related Projects / Pesticide
Industry Projects / Textile Industry Projects / Sugar Industry Projects / Chemical Industries / Specialty
Chemical Industry Projects / Bulk Drug (API) Industry Projects / Chemical Fertilizer Industry Projects /
Cement Plants / Thermal Power Plants / Mining Projects / Infrastructure Projects / Construction
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-4
Projects / Distilleries / Petrochemical Industry Projects/ SEZ Projects/ CRZ Projects, etc.
Company's NABL Accredited Testing Laboratory has conducted Environmental Monitoring & Analysis
with Environmental Institute and Gujarat Pollution Control Board in Industrial Estates of Ankleshwar,
Panoli & Jhagadia. Company is also doing Turnkey/Consulting Projects for M/s. BASF (Detail
Engineering for Effluent Treatment Plant) & M/s. Reva Proteins Ltd. (Design of Effluent Treatment
Plant, supply of mechanical items, Commissioning and operation of Effluent Treatment Plant).
2. ABOUT US
Aqua-Air Environmental Engineers Pvt. Ltd. has registered office in one of the top five fastest growing
cities of India – Surat. We are one of the most trusted and reliable environmental and engineering
consultancy service providers. With complete hold in the related domain and proficiency, we execute
our work all over Gujarat region.
In addition to engineering consultancy, we also execute turnkey projects for effluent treatment plants
at the client's site.
Aqua-Air Environmental Engineers Pvt. Ltd. is:
• One of the leading companies in the region providing high quality services in environmental
engineering to the best of client's satisfaction.
• Posses a well - developed design office with Computer Center and Laboratory -cum- R&D Center to
carry out designing and analysis in the field of environmental engineering.
• Recognized as Schedule-II Environmental Auditor under the Environment Audit Scheme proposed
by the Hon'ble High Court of Gujarat.
• Listed with Gujarat Pollution Control Board as Consultants and proposing to get enlisted with GPCB
as Pollution Control Equipment Suppliers.
• Going to become a member of Consulting Engineers Association of India.
• Having well-developed library to render services in the field of environmental auditing, consulting,
monitoring and analysis.
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-5
3. ACHIEVEMENTS
1. Registered under the companies Act on May 7, 2008.
2. Gujarat Pollution Control Board Recognized Schedule – II Environmental Auditor on Dec. 24,
2008.
3. Certificate of ISO 9001:2008 received on May 4, 2010. Import Export Licence received from
Government of India on May 31, 2010.
4. Solvency Certificate of Rs. 1,40,00,000/- received from Bank of India, Gopipura branch, Surat on
Sept. 3, 2010.
5. Certificate of National Accreditation Board for Testing and Calibration Laboratories (NABL)
received on Oct. 15, 2010.
6. Certificate of Registration of Trade Mark, Section 23 (2), Rule 62 (1) from Trade Marks Registry,
Govt. of India on Jan. 18, 2011.
7. Certificate of Authorization as dealer in India received from Spectrum Technologies, Inc., USA
on May 1, 2011.
8. Gujarat Pollution Control Board Recognized Schedule – II Environmental Auditor on May 04,
2011.
9. Certificate of ISO 9001:2008 received on April 01, 2013. (Reassessment). And Certificate is valid
upto May 04, 2016.
10. Certificate of National Accreditation Board for Testing and Calibration Laboratories (NABL)
received on June 05, 2013. (Reassessment). And Certificate of NABL is valid upto June 04,2015
11. Gujarat Pollution Control Board Recognized Schedule – II Environmental Auditor on January 4,
2014. (Reassessment). And Certificate of Gujarat Pollution Control Board Recognized Schedule –
II Environmental Auditor is valid upto January 17, 2017.
4. SERVICE PROVIDE
M/s. AQUA-AIR ENVIRONMENTAL ENGINEERS PVT. LTD. offers following specialized services in
Environmental Engineering, Water Supply Engineering and Civil Engineering.
4.1 TURN KEY/BOOT/BOO PROJECTS
4.1.1 ENVIRONMENTAL ENGINEERING
Detailed design Water Treatment Plants (WTPs)
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-6
Construction Common Effluent Treatment Plants (CETPs)
Fabrication Recycling Plants (RPs)
Piping Zero Discharge Plants (ZDPs)
Electrification Incineration System Plants (ISPs)
Supply Hazardous waste Storage areas (HWSAs)
Erection Secured/ Sanitary Landfill Facilities
Testing and Commissioning of Effluent
Treatment Plants (ETPs)
Bio–Medical Waste (BMW) Treatment Facilities on
a turnkey or BOOT/BOO basis.
Sewage Treatment Plants (STPs)
4.1.2 CIVIL ENGINEERING
Construction of
Water Treatment Plan Elevated Service Reservoirs (ESRs)
Sewage Treatment plant Underground Reservoirs (UGRs)
Industrial Wastewater Treatment plant Sewage Pumping Stations, etc.
4.2 CONSULTING
4.2.1 ENVIRONMENTAL ENGINEERING
1. Complete study of the Pollution Problem in industries from wastes generation to disposal and
providing necessary technical knowledge like–
How including design Zero Discharge Plants (ZDPs)
Basic engineering, detailed engineering Recycling plants (RPs) for reuse of water upto
maximum extent Water Treatment Plants (WTPs)
Tender preparation for Effluent Treatment
Plants (ETPs) for industrial wastewater
Incineration System Plants (ISPs) for various non-
biodegradable or toxic industrial wastes on
Consulting basis
Sewage Treatment Plants (STPs) for residential
wastewater
Design of Hazardous waste Storage area and
Consultancy Services for Secured/ Sanitary Landfill
Facilities
Common Effluent Treatment Plants (CETPs) for
more than two industries
Design and Consultancy Services for Bio – Medical
Waste Treatment Facilities.
2. Water Supply Distribution System
Analysis Tender preparation
Design
3. Laboratory Analysis of
Air Waste Water
Water Industrial Effluent
Sewage Industrial Sludge
4. Process Study
Reduce the pollution at source Reuse / Recycle effluent
5. Pollution Control Facility
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-7
Performance study of existing Suggesting scheme for the optimization of the
facility
6. Environment Management
Environmental Clearance from Environmental Impact Assessment Studies (EIAs)
• MoEF • Short term (Rapid)
• New Delhi or DoEF • Long term (Comprehensive)
• Gandhinagar
Environmental statements Environmental Auditing
7. Statutory Requirements under Factory Act
Safety Audit HAZOP study
On-site / Off-site Emergency Plan
8. For Various Energy Conservation Schemes
Energy Audit Design
9. Environmental Management System
Preparing Adequacy Report Preparing Efficacy Report
10. Operation and Maintenance (O & M)
Effluent Treatment Plants (ETPs) Water Treatment Plants (WTPs)
Sewage Treatment Plants (STPs)
11. Air Monitoring
Ambient Air Stack
Vent
12. Design of Pollution Control Equipment
Cyclone Flash mixers
Scrubbers Reaction Vessels
Bag Filters, fume extraction systems Clariflocculators
Blowers Scrapper Mechanisms
Aerators Incinerators
Agitators Scrubbers, etc.
13. Pollution Control
Effluent Survey Feasibility Studies
Environmental review of Pollution control
equipment and systems
Laboratory bench scale Treatability studies
Pilot Plant studies etc.
14. Consulting Service
NOC Air Consent
Water Consent Hazardous Waste Authorization Application, etc.
15. As per requirements under Factory Act-1948 and Gujarat Factory Rules
Monitoring filling up Form-37
M/S. AQUA – AIR ENVIRONMENTAL ENGINEERS PVT. LTD.
403, CENTER POINT, NR. KADIWALA SCHOOL,
RING ROAD, SURAT – 395002 (GUJARAT)
TEL: +91 (261) 2460854/2461241/3987173/3048586
TELEFAX: +91 (261) 2707273/3987273
EMAIL: [email protected]
WEBSITE: WWW.AQUA-AIR.CO.IN
12-8
Analysis of Work Area Environment
16. Technical Consultation & assistance to ensure and assure compete Environ-Legal compliance
Liaison with statutory bodies in order to get the
required permits
Clearance
Consents
4.3 EQUIPMENT MFG. /TRADING
4.3.1 ENVIRONMENTAL ENGINEERING
1. Manufacture and supply of Pollution Control Equipment such as
Incinerators With scrubbers Dissolved Air Flotation (DAF) units
Autoclaves Cyclone
Hydro-claves Scrubbers
Fixed Aerators Bag Filters
Floating Aerators Oil Skimmers
Submersible Aerators (EOLO2) Deoiler Pipes
Submersible Mixers (RIO or BRIO) API separators
Cascade Aerators Vacuum Drum filters
Clarifier mechanisms Solid bowl centrifuges
Agitators Filter presses
Clariflocculator Belt filters
Clariflocculator mechanism Reaction vessels
Flash mixes Reverse Osmosis, etc.
Oil skimmers