EIA & EMP REPORTenvironmentclearance.nic.in/writereaddata/FormB/EC/EIA...EIA & EMP REPORT FOORR Synthetic Organic Chemicals MMaannuuffaaccttuurriinngg UUnniitt ((Expansion in Existing

EIA & EMP REPORT

FFOORR

Synthetic Organic Chemicals

MMaannuuffaaccttuurriinngg UUnniitt

((Expansion in Existing Products &

Addition of New Products))

AATT

MM//ss.. Finornic Chemicals (India) Pvt. Ltd.

Plot No. 6233 & 6234, GIDC Industrial Estate, Ankleshwar – 393002, Dist – Bharuch, State: Gujarat.

Prepared by:

M/s. EARTHCARE ENVIRO SOLUTIONS PVT. LTD.

B-1/106,304 & 308, Puspraj Apartment, B/h: Sub-Jail, Nr.CNG Pump & Sandesh Press, Khatodara, Surat – 395002

Phone: (0261)2631349, Tele Fax: (0261)2630097 E –mail: [email protected] / [email protected]

mailto:[email protected]

COMPLIANCE OF TERM OF REFERENCE (TOR)

SR.

NO. TERMS OF REFERENCE COMPLIANCE STATUS

1. A tabular chart with index for point-wise compliance of below

mentioned TORs.

-

2. Executive summary of the project — giving a prima facie

idea of the objectives of the proposal, use of resources,

justification, etc. In addition, it should provide a compilation of

EIA report, including EMP and the post-project monitoring plan in

brief.

Please refer Chapter – 10 of

EIA report.

3. Justif ication for selecting the proposed product and unit

size.

For justification for

selecting the proposed

product, Please refer section

2.2 of Chapter – 2 at page no.

2-1 of EIA report.

For unit size, Please refer

section 1.3.2 of Chapter – 1 at

page no. 1-1 of EIA report.

4. Land requirement for the project including its break up for

various purposes, its availability and optimization.

Please refer section 2.5.2 of

Chapter – 2 at page no. 2-36

of EIA report.

5.

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 certif icate obtained

from GIDC Authority.

For GIDC plot allotment letter,

Please refer Annexure – 1 of

EIA report.

6. Location of the project site and nearest habitats with

distances from the project site to be demarcated on a topo

sheet (1: 50000 scale).

For topography map, Please

refer section 3.6.6 of chapter –

3 at page no. 3-33 of EIA

report.

7. Topography detai ls of the project area. Please refer section 3.6.6 of

chapter – 3 at page no. 3-33 of

EIA report.

8. Geological features and geo-hydrological status of the

study area.



EIA report.

9. In case of project located outside notif ied area: Legal

Undertaking stat ing that unit is comp ly ing t he t h ree

cond i t i ons [ i . e . wa te r consumpt ion less t han 25

M 3 / day ; Fue l consumption less than 25 TPD; and not

covered in the category of MAH units as per the

Management, Storage, Import of Hazardous Chemical Rules

(MSIHC Rules), 1989] as per the amendment to EIA

Notification, 2006 vide SO 1599 (E) dated 25/06/2014.

Not Applicable as unit is

located within notified area.

10. Present land use pattern of the study area shall be given

based on satellite imagery.



EIA report.

11. Layout plan of the factory premises clearly demarcating Please refer section 2.5.1 of


various units within the plant. Prov is ion o f separa te

en t r y & ex i t and adequate marg in a l l round the

per iphery f o r unobstructed easy movement of the

emergency vehicle / f ire tenders without reversing back.

Mark the same in the plant layout.


EIA report.

12. Technical details of the plant/s along with details on best

available technologies (BAT), proposed technology and

reasons for selecting the same.

Please refer section 2.4 of


EIA report.

13. Product spectrum (Proposed products along with

production Capacity) and processes.

For proposed products

along with production

Capacity, please refer

section 2.4.1 of chapter – 2 at


For manufacturing process,

please refer section 2.4.4 of


EIA report.

14. 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. In case of Dyes, CI

number).



EIA report.

15. Details on raw materials, source and storage within the

premises.



EIA report.

16. Deta i ls of complete manufactur ing process / operat ions

of each product a long with chemica l r eac t ions ,

p rocess f low d iag ram descr ib ing each un i t p rocesses

and un i t operations along with material balance, consumption

of raw materials etc.



EIA report.

17. Details on strategy for the implementation of cleaner

production activities.

Cleaner production technology

shall be adopted for the

resource conservation and

pollution control.

18. 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.



EIA report.

For request letter to GIDC for

additional water supply,


EIA report.

19. Undertaking stating that no bore well shall be dug within the

premises (If project is located within the Industrial estate)


EIA report.

20. Details on water balance including quantity of eff luent

generated, recycled & reused. Details of methods to be

adopted for the water conservation.



EIA report.


21. Explore the possibilities for Zero Liquid Discharge (ZLD)

or Efforts to minimize effluent discharge and to maintain

quality of receiving water body.



EIA report.

22. Segregation of waste streams, characterization and

quality with specific treatment and disposal of each stream

including action plan for maximum recycle of treated waste

water and minimum discharge for effluent.

For wastewater

characteristics, Please refer





EIA report.

23. Capacity of ETP in KL/day. Details of ETP including

dimensions of each unit along with schemat ic f low

diagram. Inlet , t ransit ional and t reated ef f luent

qual i t ies with speci f ic ef f ic iency of each t rea tment

un i t in reduct ion in respect of a l l

concerned/ regu lated 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.



EIA report.

24. In case of discharge into GIDC drainage / Pipeline:

I . Copy of permission letter with quantity (KL/day) from

the concern authority of drainage network / pipeline

with confirmation for spare capacity available to take

additional effluent.

II. Characteristics of the combined effluent and treated water

to be sent to Common pipeline with reference to the MoEF

CC/CPCB/GPCB discharge norms

Not Applicable as unit is Zero

Liquid Discharge (ZLD)

25. In case of wastewater sent to Common Facilities (CF) like

CETP, MEE, Spray Dryer etc. Details of Common facilities

including (1) Total capacity of the CF (2) Copy of CC&A of the

CF. (3) Actual load at present (Qualitat ive and

Quantitative — KL per day) (4) Booked quantity & Spare

capacity of CF (5) Copies of XGN generated Inspect ion

reports with analysis reports of the water/Air/Hazardous

samples collected by GPCB (Last 2 year). Copies of

instructions issued by GPCB in last 2 year and point wise

compliance thereof. (6) Cop ies o f Sho w- c aus e no t i c es ,

c l o s u r e no t i c e s e t c . s e r v ed b y t he G PCB a nd i t s

compliance (6) Recommendat ions and suggest ions of

the last two Environment Audit reports of CETP and its

compliance report. (7) Common Facility Up gradation

scheme, if any.

Wastewater will be sent to common MEE facility operated by M/s. Ankleshwar Cleaner Process Technology Centre Ltd. (ACPTCL) for final disposal. For details of common MEE facility, please refer Annexure – 20 of EIA report.

26. In case of Zero Liquid Discharge (ZLD) :

I . Ac t i on p l an f o r ' Ze r o ' d i s c harg e o f e f f l uen t

s ha l l be i nc l uded . No t a r i zed undertaking for

I. Fo r Ac t i on p l an f o r

' Ze r o ' d i s c harg e o f


assuring that underground drainage connection will not

be taken in the unit.

II. Economical and technical viability of the effluent

treatment system to achieve Zero Liquid Discharge

(ZLD).

III. Certification of adequacy of proposed ZLD scheme

through credible institutes of National repute.

I V . T o es t im a t e & m o n i t o r g r oun d wa t e r q ua l i t y &

i t s c o n t am i na t i on s t a t us , pyrometer wells, one on

up gradient of the groundwater flow and other three on

the down gradient s ide of the ground water f low of

the proposed project at different depth based on

available ground water depth shall be established and

all the parameters mentioned in IS 10:500 for potable

water standard shall be monitored.

e f f l uen t , p l eas e r e f e r

s ec t i on 2 . 5 . 5 o f

c hap t e r – 2 a t pag e

no . 2 - 4 0 of EIA report.

Fo r No t a r i zed

undertaking, Please refer

Annexure – 12 of EIA

report.

II. For economical &

technical viability of the

effluent treatment

system to achieve ZLD,

please refer section 2.5.8

of chapter – 2 at page no.

2-43 of EIA report.

III. For certification of

adequacy of proposed

ZLD scheme through

credible institutes of

National repute, Please

refer Annexure – 21 of EIA

report.

IV.For quality of ground water

in the study area, please

refer Table no. 3.8 of

chapter – 3 at page no.3-

22 of EIA report.

27. In case of in-house MEE/Spray dryer for waste water

treatment: Capacity of MEE/Spray dryer in KL/hr. Technical

details of MEE including evaporation capacity, steam required

for evaporation, adequacy of the proposed boiler to supply

steam for evaporation in addition to the steam required for

the process etc. Techno-economical viabil ity of the

evaporation System. Control measures proposed for the

evaporation system in order to avoid/reduce gaseous

emission/VOC from evaporation of industrial effluent

containing solvents & other chemicals.

Not Applicable

28. Technical details of ATFD/Crystallizer/spray Dryer, RO/NF

system etc. (If any).

Not Applicable.

29. Undertaking stating that a separate electric meter will be

provided for the waste water treatment system viz. ETP, RO,

MEE, Spray dryer etc. (Whichever is applicable)


EIA report.

30. Economical and technical viability of the effluent treatment

system.


chapter – 2 at page no. 2-43

of EIA report.


31. 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.



EIA report.

32. Action plan for reuse of liquid waste streams like Spent acids,

Poly Aluminum Chloride etc. within premises to convert into

valuable products instead of sending outside to actual end-

users.



of EIA report.

33. One season Site-specific micro-meteorological data using

temperature, relative humidity, hourly wind speed and direction

and rainfall should be incorporated.



EIA report.

34. Ant ic ipated environmental impacts due to the

proposed project /product ion may be evaluated for

s ignif icance and based on corresponding l ike ly impacts

VECs (Valued Environmental Components) may be

identified. Baseline studies may be conducted within the

study area for all the concerned/identif ied VECs and

l ikely impacts wil l have to be assessed for their magnitude

in order to identify mitigation measures.



EIA report.

35. One complete season base line ambient air quality data

(except monsoon season) to be g iven a long wi th the

dates of moni tor ing . The parameters to be covered

sha l l be in accordance with the revised National Ambient

Air Quality Standards (NAAQS) as well as project specific

parameters like NH3, HCI, CL2, HBr, VOC etc. Locations of

the monitoring stations should be so decided so as to take

into consideration the pre-dominant downwind direction,

population zone and sensitive receptors. There should be at

least one monitoring station in the upwind direction. There

should be at least one monitoring station in the pre dominant

downwind direction at a location where maximum ground

level concentration is likely to occur.



EIA report.

36. Modeling indicating the likely impact on ambient air quality due

to proposed activities. The details of model used and input

parameters used for modeling should be provided. The air

quality contours may be shown on location map clearly

indicating the location of sensitive receptors, if any, and the

habitation. The wind rose showing pre-dominant wind

direction should also be indicated on the map. Impact

due to vehicular movement shall also be included into the

prediction using suitable model. Results of Air dispersion

modeling should be superimposed on satellite Image /

geographical area map.

For Air dispersion modeling,

Please refer section 4.3.1.1 of


EIA report.


37. Base line status of the noise environment, impact of noise on

present environment due to the project and proposed

measures for noise reduction including engineering controls.

For Baseline status of the

noise environment, Please

refer section 3.6.2 of chapter –

3 at page no. 3-20 of EIA

report.

For impact on Noise

environment, Please refer



38. Specific details of

a) Process gas emission from each unit process with its

quantification.

b) Air pollution Control Measures (APCM) proposed for

process gas emission. Adequacy of the air pollution

control measures (APCM) for process gas emission

measures to achieve the GPCB norms.

c) Details of the ut i l i t ies required.

d) Type and quantity (MT/hr & MT/Day) of fuel to be used

for each utility.

e) Flue gas emission rate emission from each utility.

f) Air Pollution Control Measures (APCM) proposed to

each of the utility along with its adequacy

g) List the project specific sources of fugitive emission

along with its quantification and proposed measures to

control it.

h) Details on tail gas treatment.(I f any)



EIA report.

39. Action plan for odour control to be submitted. Please refer section 9.4 of


EIA report.

40. Management plan for solid/hazardous 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 evaporat ion.

Incinerat ion, etc. , need to be fol lowed. How the manual

handl ing of the hazardous wastes wil l be minimized.

Methodology of de-contamination and disposal of

discarded containers and its record keeping.



EIA report.

41. Membership of Common Environmental Infrastructure like

TSDF, Common Incineration Facility (CHWIF), MEE, Spray

dryer etc.

For TSDF site membership

certificate, please refer

Annexure – 5 & 6 of EIA

report.

For membership of common

MEE facility, please refer

Annexure – 4 of EIA report.


42. Name and quantity of each type of solvents to be used for

proposed production. Details of In-house solvent recovery

system including mass balance, solvent loss, recovery

efficiency (% recovery), feasibility of reusing the recovered

solvents etc. for each type of solvent.



EIA report.

43. Appropriate monitoring network has to be designed and

proposed, to assess the possible residual impacts on VECs.

Please refer Chapter – 3 of

EIA report.

44. A detailed EMP including the protection and mitigation

measures for impact on human h e a l t h a n d

e n v i r o n m e n t a s w e l l a s d e t a i l e d m o n i t o r i n g p l a n

a n d e n v i r o n m e n t a l management cell proposed for

implementation and monitoring of EMP. The EMP should

also include the concept of waste-minimization,

recycle/reuse/recover techniques, energy conser va t ion ,

and na t u ra l r esourc e cons er va t i on . To ta l c ap i t a l

c os t and recu r r i ng cost/annum earmarked for environment

pollution control measures.

For detailed EMP, Please refer

Chapter – 9 of EIA report.

45. Details of in-house monitoring capab i l i t ies and the

recognized agencies if proposed for conducting monitoring.

Regular Environmental

Monitoring will be carried out

through MoEFCC / NABL /

NABET recognized agency.

46. Permission from PESO, Nagpur for storage of solvents, other

toxic chemicals, if any.

Not Applicable

47. Occupational Health impacts on the workers and mitigation

measures proposed to avoid the human health hazards

a long with the personal protect ive equipment to be

provided. Provision of industrial hygienist and monitoring of

the occupational injury to workers as well as impact on the

workers. Plan for periodic medical checkup of the

workers exposed. Details of work place ambient air quality

monitoring plan as per Gujarat Factories Rules.



EIA report.



EIA report.

48. Details on volatile organic compounds (VOCs) from the plant

operations and occupational safety and health protection

measures. Proposal for Leak Detection and Repair (LDAR)

program as per the CPCB guidelines.



of EIA report.

49. Risk assessment including prediction of the worst -case

scenario and maximum credible acc ident scenar ios

should be carr ied out . The worst -case scenar io should

take into account the maximum inventory of storage at site

at any point of time. The risk contours should be plotted on

the plant layout map clearly showing which of the facilities

would be affected in case of an accident taking place.

Based on the same, proposed safeguard measures

including On-Site / Off-Site Emergency Plan should be provided.

For Please refer Chapter – 7

of EIA report.

50. MSDS of al l the products and raw mater ials. Please refer Annexure – 24 of

EIA report.


51. Details of hazardous characterist ics and toxicity of raw

materials and products to be handled and the control

measures proposed to ensure safety and avoid the human

health impacts. This shall include the details of Antidotes also.



EIA report.

52. Details of quantity of each hazardous chemical (including

solvents) to be stored, Material of Construction (MoC) of

major hazardous chemical storage tanks, dyke details,

threshold storage quantity as per schedules of the

Manufacture, Storage & Import of Hazardous Chemicals

Rules of major hazardous chemicals, size of the biggest

storage tank to be provided for each raw material & product

etc. How the manual handling of the hazardous chemicals will

be minimized?

For storage details of

hazardous chemicals, Please

refer Table no. 7.1 of chapter –

7 at page no. 7-3 of EIA report.

Transportation of hazardous

chemicals will be carried out

by trolley within premises and

minimum manual material

handling will be carried.

53. Details of the separate isolated storage area for flammable

chemicals. Details of f lame proof electrical fittings, DCP

extinguishers and other safety measures proposed. Detailed

f i re cont ro l p lan for f lammable substances and

processes showing hydrant p ipe l ine network, provision of

DG Sets, fire pumps, jockey pump, toxic gas detectors etc.

For safety measures, please

refer section 7.3 of chapter – 7

at page no. 7-21 of EIA report.

For details of fire fighting

system, please refer section

7.8 of chapter – 7 at page no.

7-30 of EIA report.

54. Submit checklist in the form of Do's & Don'ts of preventive

maintenance, strengthening of HSE, manufacturing utility staff

for safety related measures.



EIA report.

55. Detailed f ive year greenbelt development program

including annual budget, planning schedule, species,

width of plantations, number of trees to be planted, area

under green be l t deve lopm en t [ w i t h map ] , budg e ta r y

ou t l ay e t c . a l ong w i t h c omm i tm en t o f t he

management to carry out the tree plantation activities

outside the premises at appropriate places in the nearby areas

and elsewhere.



EIA report.

56. Act ion plan for the greenbelt development — species,

width of plantat ions, planning schedule, etc., in accordance

to CPCB published guidelines.



EIA report.

57. Detailed socio-economic development measures including

community welfare program most useful in the project area

for the overall improvement of the environment. Submit a

detailed plan for social corporate responsibilities, with

appropriate budgetary provisions for the next f ive years

and act iv i t ies proposed to be carr ied out ; spec i f ic to

the current demographic status of the area.

For detailed socio-economic

development measures

and CSR activities, please

refer Chapter – 8 of EIA

report.


58. (a) 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.

(b)Does the Environment Policy prescribe for standard

operating process / procedures to bring into focus any

infringement I deviation / violation of the environmental or

forest norms / conditions? If so, it may be detailed in the

EIA.

For Environment policy,



EIA report.

59.

What is the hierarchical system or administrative order of

the company to deal with the environmental issues and for

ensuring compliance with the EC conditions. Details of this

system may be given.



EIA report.

60. Does the company have a s ys tem o f repor t ing o f

non com p l i ances / v i o la t ions o f environmental norms

to the Board of Directors of the company and / or

shareholders or stakeholders at large? This reporting

mechanism should be detailed in the EIA Report.



EIA report.

61. Phase wise project implementation schedule with bar chart

and time frame, in terms of site development, infrastructure

provision, EMS implementation etc.



EIA report.

62. Certif icate of accreditation issued by the NABET, QCI to

the environmental consultant should be incorporated in the

EIA Report.


EIA report.

63. An undertaking by the Project Proponent on the ownership

of the EIA report as per the MoEF&CC OM dated

05/10/2011 and an undertaking by the Consultant

regarding the prescribed TORs have been complied with

and the data submitted is factually correct as per the

MoEF&CC OM dated 04/08/2009.

For undertaking by the

Project Proponent on the

ownership of the EIA

report, Please refer


For undertaking by the

Consultant, Please refer



64. In case of Expansion of the project

a. Need for the proposed expansion should be justified in

detail.

b. Adequacy of existing EMS (Environmental

Management System).

c. Records of any legal breach of Environmental laws

i.e. details of show- cause notices, closure notices

etc. served by the GPCB to the existing unit in last

f ive years and actions taken then after for prevention of

pollution.

d. Copies of Environmental Clearances obtained for the

existing plant, its point wise compliance report.

e. E n v i r o n m e n t a l a u d i t r e p o r t s f o r l a s t 3

y e a r s a n d c o m p l i a n c e o f i t s

recommendations/Suggestions. (Include latest audit report

and its compliance.)

f. Copy of Consent to Operate (CC&A) obtained along

with point wise compliance status of all the conditions

stipulated therein.

g. Compl iance o f MoEFCC c i rcu lars v ide No: J -

11011/618/2010-1A l l ( I ) da ted 30/05/2012 and J-

11013/41/2006-IA-11(1) dated 20/10/2009.

h. C o p i e s o f X G N g e n e r a t e d I n s p e c t i o n r e p o r t s

w i t h a n a l y s i s r e p o r t s o f t h e

w a t e r / A i r / H a z a r d o u s s a m p l e s c o l l e c t e d b y

G P C B ( L a s t 2 y e a r ) . C o p i e s o f instructions issued by

GPCB in last 2 year and point wise compliance thereof.

a. Need for the proposed expansion is mentioned in section 2.2 of chapter – 2 at page no. 2-1 of EIA report.

b. For Adequacy of existing EMS, please refer Annexure – 16 of EIA report.

c. For records of legal breach of Environmental laws, please refer Annexure – 17 of EIA report.

d. Not Applicable. e. Environmental Audit is Not

Applicable. f. For copy of CC&A and

its point wise compliance report, Please refer Annexure – 18 of EIA report.

g. For compl iance of MoEFCC c i rcu la rs , p lease re fer Annexure – 22 of EIA report.

h. For copy of XGN generated inspection reports, please refer Annexure – 19 of EIA report.


65. In case of project is located in Ankleshwar - Panoli, Vatva-

Narol & Vapi GIDC.

(A) Compl iance of MOEFCC's OM no. J -

11013/5/2010- IA. I I ( I ) dated 25/11/2016

regarding lifting of moratorium on the consideration

of projects for environmental clearance.

(B) Compliance of direct ion under section 18 (1) (b) of

the Water (Prevention and Con t ro l o f Po l lu t ion)

ac t , 1974 i ssued by CPCB dated 31 /03/2016

regard ing compliance of CETP.

a) Action initiated by GPCB, if any, against proposed unit

regarding non-compliance of prescribed standards

under the various environmental laws.

b) Performance of CETP wi th respec t to current

hydraul ic load & prescr ibed standards with No

Objection Certificate of CETP regarding

incorporation of the proposed unit for acceptance of

waste water.

c) Performance of TSDF site with respect to current

load & prescribed standards wi t h No Objec t ion

Cer t i f i ca te o f TSDF s i t e regard ing

incorpora t ion o f the proposed unit for acceptance

of hazardous waste to the common infrastructure.

d) Copies of quarterly action report taken for the

above points submitted to the CPCB.

e) Report of GPCB which have conducted monitoring

as per the said direction by CPCB dated 31/03/2016.

(A) For compl iance of MoEFCC OM, p lease re fer Annexure – 23 of EIA report.

(B) After expansion, treated additional effluent will be sent to common MEE facility.

a) Not Applicable

b) For NOC of common MEE

facility, please refer Annexure – 20 of EIA report.

Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018

[1-1]

CHAPTER–1 INTRODUCTION

1.1 INTRODUCTION

M/s. Finornic Chemicals (India) Pvt. Ltd. is existing unit and involved in manufacturing

of synthetic organic chemicals. Unit is going for expansion in existing products and

addition of new products within existing premises (i.e. Plot No. 6234) and in addition of

adjoining plot (i.e. Plot No. 6233). Unit is located at Plot No. 6233 & 6234, GIDC Industrial

Estate, Ankleshwar – 393002, Dist – Bharuch, State: Gujarat.

1.2 PURPOSE OF THE REPORT

In order to assess the potential environmental impacts arising due to proposed expansion

activity, SEIAA has issued TOR for the unit. Therefore, unit has decided to conduct study

for Environmental Impact Assessment (EIA) through reputed Environmental consultant to

assess/study the existing environmental baseline conditions in the area, predict the

impacts on the environment due to proposed project activity and suggest the

environmental safeguards and mitigation measures.

1.3 BRIEF DESCRIPTION OF THE PROJECT

1.3.1 Project Proponent

M/s. Finornic Chemicals (India) Pvt. Ltd. is a private limited firm. Mr. Jatin Doongarshi

Shah is a director of the company. He is an experience person in this field.

1.3.2 Nature & Size of Project

M/s. Finornic Chemicals (India) Pvt. Ltd. is a small scale unit. It covers under the category

of synthetic organic chemical industry. Estimated cost for the proposed project will be Rs.

144.0 Lacs.

1.3.3 Location of Project

The proposed project is located within GIDC Industrial Estate Ankleshwar. The site is

located at 21°37'14.99"N Latitude and 73°2'40.88"E Longitude.


[1-2]

Figure No. 1.1: Location Map

Figure No. 1.2: Short View


[2-1]

CHAPTER–2 PROJECT DESCRIPTION

2.1 TYPE OF THE PROJECT

M/s. Finornic Chemicals (India) Pvt. Ltd. is a small scale unit. It covers under the category of

synthetic organic chemical industry. At present, unit is manufacturing 12 products and intends

to expand the production of existing product and add 3 new products of same category.

2.2 NEED FOR THE PROJECT

M/s. Finornic Chemicals (India) Pvt. Ltd is already engaged in production of drug

intermediate since last 24 years. Due to increase in market demand, unit intends to expand

existing production and proposes to produce new products of same category.

2.3 REGULATORY FRAMEWORK

Project is located within GIDC area and going for production of Synthetic Organic Chemical.

As per MoEFCC Notification dated 14th September, 2006, the project is classified as Category

“B” under S. No. 5(f) and requiring prior Environment Clearance (EC) from the State

Environment Impact Assessment Authority (SEIAA), Gujarat.

As per MoEF notification J-11013/5/2010-IA.II(I) dated 13/01/2010, Ankleshwar GIDC was

considered as a critically polluted area and again lifted the moratorium vide MoEFCC O.M. No.

J-11013/5/2010-IA.II(I) of dated 25/11/2016 & extended thereof.

2.4 TECHNOLOGY & PROCESS DESCRIPTION

2.4.1 List of Product and Raw Material

List of existing & proposed products to be manufactured is as mentioned in Table No. 2.1;


[2-2]

Table No. 2.1: List of Product

Sr. No. Name of Product

Existing Quantity

(MT/Month)

Expansion Quantity

(MT/Month)

Total Quantity After

Expansion (MT/Month)

CAS No. End use of Product

1. 2-Mercaptobenzimidazole (Existing)

9.00 61.00

70.00

583-39-1 Pharma intermediate

2. Methyl-2-Mercaptobenzimidazole (Existing)

53988-10-6

Rubber chemical

3. Methoxy-2-Mercaptobenzimidazole (Existing)

37052-78-1

Pharma intermediate

4. Zinc Methyl-2-Mercaptobenzimidazole (Existing)

61617-00-3

Rubber chemical

5. Zinc-2-Mercaptobenzimidazole (Existing)

3030-80-6

Rubber chemical

6. Ethoxy-2-Mercaptobenzimidazole (Existing)

55489-15-1

Pharma intermediate

7. Amino-2-Mercaptobenzimidazole (Existing)

2818-66-8

Pharma intermediate

8. Nitro-2-Mercaptobenzimidazole (Existing)

6325-91-3

Pharma intermediate

9. Pyrrolyl-2-Mercaptobenzimidazole (Existing)

172152-53-3

Pharma intermediate

10. Chloro-2-Mercaptobenzimidazole (Existing)

25369-78-2

Pharma intermediate

11. 1,2-Dimethyl-2-Thiopeusdourea Hydro Iodide (Existing)

41306-45-0

Pharma intermediate

12. R & D of Derivatives / Heterocyclic Chemicals (Custom Synthesis) (Existing)

-- --

13. Difloro methoxy -2-Mercaptobenzimidazole (Proposed)

-- 70.00

97963-62-7

Pharma intermediate

14. Sodium 2-Mercaptobenzothiazole (50%) (Proposed)

2492-26-4

Rubber chemical

15. Zinc Mercaptobenzothiazole (Proposed)

155-04-4 Rubber chemical

BY PRODUCT 1. Sodium Sulphide Solution (10–25 %) 55.00 369.20 424.20 1313-82-

2 Reuse

Note: (1) Above products will be manufactured either or in combination. Total production

capacity shall not exceed 70.0 MT/month.

(2) Considering maximum generation of by-product (Permission will be obtained under Rule-9) from product No. 13 (i.e. DifluoroMethoxy-2-Mercaptobenzimidazole).


[2-3]

List of proposed product wise raw material is as mentioned in Table No. 2.2;

Table No. 2.2: List of Product wise Raw Material

Sr. No. Raw Material

Existing Consumption (MT/Month)

Additional Consumption (MT/Month)

Total Consumption (MT/Month)

1. 2-Mercaptobenzimidazole (Existing) a. O-Phenylenediamine 7.20 48.80 56.00 b. Sodium Hydroxide 10.90 73.88 84.78 c. Sulphuric Acid / Hydrochloric Acid 6.98 47.31 54.29 d. Carbon Disulphide 5.76 39.04 44.80 e. Activated Carbon 0.36 2.44 2.80 f. Water 95.40 646.60 742.00

2. Methyl-2-Mercaptobenzimidazole (Existing) a. Methyl-O-Phenylenediamine 8.00 54.22 62.22 b. Sodium Hydroxide 10.50 71.17 81.67 c. Sulphuric Acid / Hydrochloric Acid 6.35 43.04 49.39 d. Carbon Disulphide 5.50 37.28 42.78 e. Activated Carbon 0.50 3.39 3.89 f. Water 95.00 643.89 738.89

3. Methoxy-2-Mercaptobenzimidazole (Existing) a. Methoxy Nitro Aniline 9.90 67.10 77.00 b. Sodium Sulphide 51.66 350.14 401.80 c. Sodium Hydroxide 13.59 92.11 105.70 d. Sulphuric Acid / Hydrochloric Acid 8.10 54.90 63.00 e. Carbon Disulphide 5.58 37.82 43.40 f. Activated Carbon 0.45 3.05 3.50

g. Water 142.38 965.02 1107.40 4. Zinc Methyl-2-Mercaptobenzimidazole (Existing)

a. Methyl-O-Phenylenediamine 5.76 39.04 44.80 b. Sodium Hydroxide 7.56 51.24 58.80 c. Sulphuric Acid / Hydrochloric Acid 2.34 15.86 18.20 d. Carbon Disulphide 3.96 26.84 30.80 e. Activated Carbon 0.36 2.44 2.80 f. Zinc Sulphate 7.20 48.80 56.00

g. Water 124.20 841.80 966.00


[2-4]





5. Zinc-2-Mercaptobenzimidazole (Existing) a. O-Phenylenediamine 5.62 38.09 43.71 b. Sodium Hydroxide 8.66 58.70 67.36 c. Sulphuric Acid / Hydrochloric Acid 2.81 19.05 21.86 d. Carbon Disulphide 4.50 30.50 35.00 e. Activated Carbon 0.28 1.90 2.18 f. Zinc Sulphate 8.15 55.24 63.39

g. Water 143.43 972.14 1115.57 6. Ethoxy-2- Mercaptobenzimidazole (Existing)

a. Ethoxy-Nitroaniline 9.90 67.10 77.00 b. Sodium Sulphide 51.66 350.14 401.80 c. Sodium Hydroxide 13.59 92.11 105.70 d. Sulphuric Acid / Hydrochloric Acid 8.10 54.90 63.00 e. Carbon Disulphide 5.58 37.82 43.40 f. Activated Carbon 0.45 3.05 3.50

g. Water 142.38 965.02 1107.40 7. Amino-2- Mercaptobenzimidazole (Existing)

a. Nitro Mercaptobenzimidazole 10.80 73.20 84.00 b. Sodium Hydroxide 2.70 18.30 21.00 c. Sulphuric Acid / Hydrochloric Acid 3.33 22.57 25.90 d. Metal Catalyst 0.45 3.05 3.50 e. Methanol 108.00 732.00 840.00 f. Activated Carbon 0.45 3.05 3.50

g. Hydrogen Gas 0.18 1.22 1.40 h. Nitrogen Gas 0.045 0.31 0.35 i. Water 90.00 610.00 700.00

8. Nitro-2- Mercaptobenzimidazole (Existing) a. Nitro-O-Phenylenediamine 9.00 61.00 70.00 b. Sodium Hydroxide 9.18 62.22 71.40 c. Sulphuric Acid / Hydrochloric Acid 5.85 39.65 45.50 d. Carbon Disulphide 5.58 37.82 43.40 e. Activated Carbon 0.45 3.05 3.50 f. Water 159.75 1082.75 1242.50

9. Pyrrolyl-2- Mercaptobenzimidazole (Existing) a. Amino Mercaptobenzimidazole 7.82 53.00 60.82 b. 2,5-Dimethoxytetrahydrofuran 6.65 45.07 51.72 c. Activated Carbon 0.39 2.64 3.03 d. Methanol 156.52 1060.86 1217.38


[2-5]





10. Chloro-2- Mercaptobenzimidazole (Existing) a. Chloro-Ophenylene Diamine 7.20 48.80 56.00 b. Sodium Hydroxide 10.90 73.88 84.78 c. Sulphuric Acid / Hydrochloric Acid 6.98 47.31 54.29 d. Carbon Disulphide 5.76 39.04 44.80 e. Activated Carbon 0.36 2.44 2.80 f. Water 172.80 1171.20 1344.00

11. 1,2-Dimethyl-2-Thiopeusdourea Hydro Iodide (Existing) a. N-Methylthiourea 3.62 24.54 28.16 b. Methy liodide 5.62 38.09 43.71 c. Ethyl acetate 4.25 28.81 33.06

13. Difluoro Methoxy -2-Mercaptobenzimidazole (Proposed) a. Difluoromethoxynitroaniline -- 77.00 77.00 b. Sodium Sulphide -- 401.80 401.80 c. Carbon Disulphide -- 43.40 43.40 d. Sodium Hydroxide -- 105.70 105.70 e. Sulphuric Acid / Hydrochloric Acid -- 63.00 63.00 f. Activated Carbon -- 3.50 3.50

g. Water -- 1107.40 1107.40 14. Sodium 2-Mercaptobenzothiazole (50%) (Proposed)

a. 2-Mercaptobenzothiazole -- 30.88 30.88 b. Sodium Hydroxide -- 7.55 7.55 c. Water -- 31.57 31.57

15. Zinc Mercaptobenzothiazole (Proposed) a. Sodium Mercaptobenzothiazole -- 130.39 130.39 b. Zinc Sulphate -- 27.86 27.86 c. Water -- 343.14 343.14


[2-10]

2.4.4 Manufacturing Process with Flow Diagram and Material Balance

1. 2-Mercaptobenzimidazole

O-phenylenediamine is cyclised with carbon Disulphide in the presence of alkali. 2-mercaptoben

zimidazole is then precipitated and hydrogen sulphide gas librated is scrubbed using caustic lye to

form sodium sulphide solution which is sold as by-product. Crude 2-mercaptobenzimidazole is

purified by carbon treatment, precipitated, dried & pulverized before packing. Effluent generated

from centrifuging (Mother Liquor-High TDS) will be allowed in collection tank & evaporated in MEE

while washed water (Low TDS) generated will be allowed in ETP for its further treatment & then

disposed to CETP.


[2-12]

2. Methyl-2-MercaptobenzimIidazole

O-phenylenediamine methyl is cyclised with carbon Disulphide in the presence of alkali. 2

mercaptobenzimidazole is then precipitated and hydrogen sulphide gas librated is scrubbed using

caustic lye to form sodium sulphide solution which is sold as by-product. Crude 2-merc

aptobenzimidazole is purified by carbon treatment, precipitated, dried & pulverized before packing.

Effluent generated from centrifuging (Mother Liquor-High TDS) will be allowed in collection tank &

evaporated in MEE while washed water (Low TDS) generated will be allowed in ETP for its further

treatment & then disposed to CETP.


[2-14]

3. Methoxy-2-Mercaptobenzmidazole

Methoxy nitro aniline is reduced with sodium sulphide solution and the Methoxy O-phenylene

diamine formed is cyclised with carbon disulphide in the presence of alkaline catalyst. The crude

product is then precipitated and hydrogen sulphide gas librated is scrubbed using caustic lye to

from sodium sulphide solution which is sold as a By-Product. Crude product is purified by carbon

treatment precipitated, dried and pulverized before packing. Effluent generated from centrifuging

(Mother Liquor-High TDS) will be allowed in collection tank & evaporated in MEE while washed

water (Low TDS) generated will be allowed in ETP for its further treatment & then disposed to

CETP.


[2-16]

4. Zinc Methyl-2-Mercaptobenzimidazole

Methylopheylenediamine is cyclised with carbon disulpfhide in the presence of alkaline catalyst.

Methyl Mercaptobenzimidazole is then precipitated and hydro gen sulphide gas librated is

scrubbed using caustic lye to form sodium sulphide solution which is sold as a By-product. Crude

methyl Mercaptobanzimidazole is treated with carbon and reacted with a solution of zinc sulphate

is an alkaline solution the precipitate is centrifuged, dried, pulverized and packed. Effluent

generated from centrifuging (Mother Liquor-High TDS) will be allowed in collection tank &

evaporated in MEE while washed water (Low TDS) generated will be allowed in ETP for its further

treatment & then disposed to CETP.


[2-18]

5. Zinc-2-Mercaptoobenzimidazole

OPDA is cyclised with carbon disulphide in the presence of alkali 2-mercaptobenzimidazole is

then precipitated and hydrogen sulphide gas librated is scrubbed using caustic lye to form sodium

sulphide solution which is sold as by-product. Crude mercaptobenzimidazole is treated with

carbon and reacted with a solution zinc sulphate is an alkaline solution the precipitate is

centrifuged, dried, pulverized and packed. Effluent generated from centrifuging (Mother Liquor-

High TDS) will be allowed in collection tank & evaporated in MEE while washed water (Low TDS)

generated will be allowed in ETP for its further treatment & then disposed to CETP.


[2-20]

6. Ethoxy-2- Mercapt0obenzimidazole

Ethoxy nitro aniline is reduced with sodium sulphide solution and the Ethoxyophenylene diamine

formed is cyclised with carbon disulphide in the presence of alkaline catalyst. The crude product is

then precipitated and hydrogen sulphide gas librated is scrubbed using caustic lye to form sodium

sulphide solution which is sold as a By-product. Crude product is purified by carbon treatment

precipitated, dried and pulverized before packing. Effluent generated from centrifuging (Mother

Liquor-High TDS) will be allowed in collection tank & evaporated in MEE while washed water (Low

TDS) generated will be allowed in ETP for its further treatment & then disposed to CETP.


[2-22]

7. Amino-2-Mercaptobenzimidazole

Nitro mercaptobenzimidazole is reduced by metal catalyst in methanol. The solvent is recovered

and the catalyst sent back to the supplier. The crude compound is purified by dissolving in a

strong alkali solution and re-precipitated by using sulphuric acid. The precipitated is filtered, dried,

pulverized and packing. Effluent generated from centrifuging (Mother Liquor-High TDS) will be

allowed in collection tank & evaporated in MEE while washed water (Low TDS) generated will be

allowed in ETP for its further treatment & then disposed to CETP.


[2-24]

8. Nitro-2- Mercaptobenzimidazole

Nitro-ophenylenediamine is cyclised with carbon disulphide in the presence of alkaline catalyst.

Nitro Mercaptobenzimidazole is then precipitated and hydrogen sulphide gas librated is scrubbed

using caustic lye to form sodium sulphide solution which is sold as a by-product. Crude product is

purified by carbon treatment, dried & pulverized before packing. Effluent generated from

centrifuging (Mother Liquor-High TDS) will be allowed in collection tank & evaporated in MEE


disposed to CETP.


[2-26]

9. Pyrrolyl-2-Mercaptobenzimidazole

Amino Mercaptobenzimidazole is reacted with 2.5–dimethoxy tetra hydrofuran in methyl alcohol

and the reaction is completed and the solvent is recovered and reuse in the next reaction. The

crude product is filtered off and purified by treating with carbon in methyl alcohol and then

crystallizing. The solvent is recovered for use in next reaction and the crystals are dried,

pulverized + packed.


[2-27]

10. Chloro-2- Mercaptobenzimidazole

Chloro ophenylene diamine is cyclised with carbon disulphide in the presence of alkali catalyst.

Chloro mercaptobenzimidzole is then precipitated and hydrogen sulphide gas librated is scrubbed

using caustic lye to form sodium sulphide solution which is sold as a by-product. Crude product is

purified by carbon treatment precipitated, dried and pulverized before packing. Effluent generated



disposed to CETP.


[2-30]

13. Difluoro Methoxy-2- Mercaptobenzimidazole

Difluoro methoxy nitro aniline is reduced with sodium sulphide solution and the difluoro Methoxy

O-Phenylenediamine formed is cyclised with Carbon Disulphide in the presence of alkali sodium

hydroxide. The crude product is then precipitated and Hydrogen Sulphide gas librated is scrubbed

using Caustic lye to form Sodium Sulphide solution which is sold as a By-product. Crude product

is purified by carbon treatment precipitated, dried & pulverized before packing. Effluent generated



disposed to CETP.


[2-37]

Table No. 2.5: Land Area Bifurcation

Sr. No. Title

Area (m2)

Existing Proposed (Additional) Total After Expansion

1. Process area 812.00 -- 812.00 2. Raw material storage area 50.00 36.00 86.00 3. Finished product storage area 38.00 200.00 238.00 4. ETP area 60.00 150.00 210.00 5. Utility area 70.00 -- 70.00

6. Hazardous waste storage area 36.00 36.00 72.00

7. D. G Set area 50.00 -- 50.00 8. Admin building / R & D Lab 96.00 -- 96.00 9. QC Lab 45.00 -- 45.00

10. Underground water tank 45.00 50.00 95.00 11. Greenbelt area 100.00 1685.00 1785.0 12. Parking area 50.00 25.00 75.00 13. Open area 1250.00 520.00 1770.00

TOTAL 2702.00 2702.00 5404.00

2.5.3 Electric Power Requirement

Electric Power Requirement

Source Existing Proposed (Additional) Total

Construction Phase -- 10 HP 10 HP (7.46 KVA) DGVCL

Operation Phase 100 HP 100 HP 200 HP (150 KVA) DGVCL

At present one stand by D. G Set of capacity 75 KVA is installed which is used in case of power

failure. Two additional stand by D. G. Sets of capacity 125 KVA each will be installed which will be

also used in case of power failure only.

2.5.4 Water Requirement, Availability, Wastewater Generation & its Disposal

Water required for domestic and industrial purpose for existing & proposed project activity will be

procured from GIDC water line. Unit has requested to GIDC for additional water requirement. Copy

of the same is attached as per Annexure – 2.


[2-38]

Quantity of existing & additional water requirement and wastewater generation is as given in

below Table No. 2.6;

Table No. 2.6: Water Consumption & Wastewater Generation

Sr. No. Category

WATER CONSUMPTION (KL/day)

WASTEWATER GENERATION (KL/day)

Existing Proposed (Additional)

Total After Expansion Existing Proposed

(Additional) Total After Expansion

1. Domestic 3.50 -- 3.50 3.00 -- 3.00 i. TOTAL 3.50 -- 3.50 3.00 -- 3.00

Industrial 2. Process 5.16 34.97 40.13 5.50 37.29 42.79 3. Washing 1.62 1.62 3.24 1.26 1.26 2.52 4. Hot Water System 2.00 20.00 22.00 -- -- -- 5. Cooling 2.00 4.00 6.00 0.10 0.20 0.30 6. Scrubber 0.45 3.00 3.45 0.14 1.30 1.44 7. Gardening 6.00 1.00 7.00 -- -- -- ii. TOTAL 17.23 64.59 81.82 7.00 40.05 47.05

GRAND TOTAL (i+ii) 20.73 64.59 85.32 10.00 40.05 50.05

NOTE: (1) Existing domestic water quantity is sufficient for proposed employees.

(2) Water consumption & Wastewater generation is considered as a maximum from product

Chloro-2-Mercaptobenziimidazole and same is taken into consideration for water consumption

and wastewater generation on per day basis.

DISPOSAL OF WASTEWATER:

Existing:

1. Domestic effluent is disposed in to Septic tank / Soak pit system.

2. Industrial effluent after primary treatment into ETP and conforming to the CETP (M/s. ETL)

inlet norms, disposed to CETP for its further treatment and final disposal.


[2-46]

2.5.8 Air Pollution & Its Control System

2.5.8.1 Flue Gas Emission & Process Gas Emission

At present one Thermopack of capacity 2 Lac Kcal/hr and one Hot water system of capacity 1 Lac

Kcal/hr are exist.

Hot air generator having capacity of 2 Lac Kcal/hr & 9 Lac Kcal/hr and one Hot water system of

capacity 10 Lac Kcal/hr will be installed for proposed project activity. Natural Gas is used as a fuel

for existing & proposed project activity.

Table No. 2.10: Details of Stack

Stack Attached to Stack Height & Dia.

Fuel Consumption

Air Pollution Control System Parameters Permissible

Limit Existing

Thermopack (Capacity: 2 Lac Kcal/hr) 9.35 m &

0.315 m

Natural Gas 40 SCM/day

Not Required PM SO2 NOx

≤‎ 150‎ mg/Nm3 ≤‎ 100‎ ppm ≤‎ 50‎ ppm

Hot Water System-1 (Capacity: 1 Lac Kcal/hr)


D. G Set (Stand By) (Capacity: 75 KVA)

5.00 m & 0.10 m

HSD 10 Lit/hr

Reactor – 2 Nos. 10 m & 0.10 m

Not Required Alkali Scrubber H2S ≤‎ 45‎ mg/Nm3

Proposed

Hot Air Generator-1 (Capacity: 2 Lac Kcal/hr) 9.35 m &

0.315 m

Natural Gas 2500

SCM/month

Not Required PM SO2 NOx

≤‎ 150‎ mg/Nm3 ≤‎ 100‎ ppm ≤‎ 50‎ ppm

Hot Air Generator-2 (Capacity: 9 Lac Kcal/hr)

Natural Gas 20,000

SCM/month Hot Water System-2 (Capacity: 10 Lac Kcal/hr)

9.35 m & 0.315 m


D. G Set – 02 Nos. (Stand By) (Capacity: 125 KVA each)

5.00 m & 0.10 m

HSD 16 Lit/hr

NOTE: • Unit will install two stand by D. G Set which will be used in case of power failure or emergency

only.

2.5.8.2 Details of Fugitive Emission

Sources of fugitive emissions will be from raw material storage area, handling of chemicals,

manufacturing process and from vehicle movement on internal road.


[3-1]

CHAPTER – 3 DESCRIPTION OF ENVIRONMENT

The baseline environmental qualities of various environmental components like air, noise, water,

land, flora and fauna and socioeconomic form important and integral part of EIA study. The

baseline data forms the basis for predicting/assessing the environmental impacts of the proposed

project.

Following the final TOR issued by SEIAA, the impact or study area has been considered to be the

area within radius of 5 km from the project site. The project site and study area map have been

shown in Figure No. 3.1;

Figure No. 3.1: Satellite Image of Study Area (5 Km Radius)

3.1 STUDY AREA

M/s. Finornic Chemicals (India) Pvt. Ltd. is located at Plot No. 6233 & 6234, GIDC Industrial

Estate, Ankleshwar – 393002, Dist – Bharuch, State: Gujarat.


[3-5]

Methodology for Analysis:

To understand the soil quality of the study area, analysis of all three locations was conducted by

making suspension of soil sample and analysis were done by using standard method of soil

analysis (APHA).

The environmental impact assessment (EIA) studies are conducted over a short period of time and

therefore the understanding the environmental trends based on few months of primary data has its

own limitations. Ideally, the primary data has to be considered along with the secondary data for

complete understanding of the existing environmental status of the area.

3.4 CLIMATE & METEOROLOGY OF THE STUDY AREA

The micro meteorological conditions at the project site will regulate the transport and diffusion of air

pollutants released into the atmosphere. The principle meteorological variables are horizontal

convective transport (average wind speed and direction), vertical convective transport (atmospheric

stability, mixing height) and topography of the area.

Secondary meteorological data for the duration from January 2016 to December 2016 as per

availability with Indian Meteorological Department (IMD) for Surat is presented in Table 3.1 (A-D)

Rainfall:

Rainfall data for Surat station is presented in Table No. 3.1(A)

Table No. 3.1(A): Rainfall Data (January 2016 to December 2016)

Month Monthly Total Rainfall in (mm) Number of Rainy Days

January – 2016 00 00

February – 2016 00 00

March – 2016 3.4 1

April – 2016 00 00

May – 2016 00 00

June – 2016 107.3 08

July – 2016 489.1 25

August – 2016 183.7 20

September – 2016 145.3 16

October – 2016 177.4 5

November – 2016 00 00

December – 2016 00 00

TOTAL 1106.2 75

(Source: Indian Meteorological Department, Surat)


[3-11]

Location of AAQ Monitoring Stations:

The location of AAQ monitoring stations is shown in Figure No. 3.3 and details of these stations

are described in Table No. 3.3.

Figure No. 3.3: Satellite Image Showing Ambient Air Sampling Location

Table No. 3.3: Details of Ambient Air Sampling Location

Sr. No.

Name of Village Sampling

Code Latitude Longitude

Distance from

Project Site

Direction from

Project Site

Wind Direction

1. Project Site A1 21°37'14.99"N 73°2'40.88"E -- -- --

2. Jitali village A2 21°37'11.46"N 73°3'55.84"E 2.19 km E Downwind

3. Uchhali village A3 21°38'37.38"N 73° 3'51.29"E 3.19 km NE Downwind

4. Near Miranagar A4 21°38'7.61"N 73° 2'20.18"E 1.77 km NNW Downwind

5. Andada A5 21°39'18.60"N 73° 1'11.60"E 4.62 km NNW --

6. Terrace of Golden Square A6 21°36'60.00"N 73°0'22.26"E 4.0 km W Upwind

7. Terrace of Aavkar Society A7 21°36'24.88"N 73°1'23.33"E 2.63 km SW Upwind

8. Terrace of Garden City A8 21°35'53.21"N 73°2'49.95"E 2.44 km S --


[3-19]

Figure No. 3.5: Satellite Image Showing Noise Sampling Location

Noise standards:

Ministry of Environment and Forest has notified the National ambient standards in respect of noise

in Gazette of India on February 14, 2000. Annexure – 9 depicts these standards in respect of

noise.

Noise Monitoring Schedule:

Ambient noise level monitoring was carried out during the study period at each location; noise

monitoring was conducted continuously over a period of twenty-four hours to obtain Leq values at

uniform time intervals of one hour. To understand the noise environment in the study area, a

survey was conducted using Sound Level Meter at each of the 6 locations. All measurements

were carried out when the wind speeds were approximately 1-2 m /sec and no unusual activities

were being carried out at the monitoring locations.


[3-21]

Water Quality Standards:

Surface water and Ground water quality standards are as mentioned in Annexure – 10 & 11.

Water Monitoring Schedule and Methodology:

The water quality of the study area was studied for ground water as well as surface water by

collecting the sample from selected location within the study area. The samples were collected &

analyzed as per the guidelines of CPCB. Total 03 Nos. of ground water samples and 02 Nos. of

surface water samples were collected.

The details of ground and surface water sampling locations are given in Table No. 3.7. The map

showing location of sampling points is shown at Figure No. 3.6. Grab samples were collected

once during the study period. Physico-chemical parameters have been analyzed to establish the

baseline status of the surface and ground water resources in the study area.

Figure No. 3.6: Satellite Image of Ground Water & Surface water Sampling Location


[3-24]

Surface Water Quality: Two surface water samples were collected from the near vicinity of

project site. Maximum TDS recorded was 286 mg/L from sample of Amravati River while minimum

TDS was 267 mg/L found in sample from GIDC water reservoir. Maximum value of chloride was

detected from Amravati River. Results for all the parameters are tabulated below in Table 3.9.

Conclusion on Water Quality:

Analysis of ground water samples shows that hardness is marginally higher than permissible limit

specified by IS:10500. Analysis of surface water samples shows that all parameters are well within

the permissible limit specified by IS:10500 except Total coliform. Total coliform is marginally

higher in Amravati River.

3.6.4 SOIL ENVIRONMENT

From the geographic point of view, soil of this region fall in the category of Deep Black Clayey soil.

The district of Bharuch region has deep black soil. The deep black soil, in general, is clay-like in

texture and neutral to alkaline in reaction. These soils are most fertile soil in Black soils.

Soil Monitoring Schedule:

Soil samples were collected from 03 different locations during the study period in the study area.

The details of locations selected for collection of soil samples are presented in Table No. 3.10.

The sampling locations are shown in Figure No. 3.7.

Table No. 3.10: Details of Soil Sampling Location

Sr. No.

Name of the Village

Sampling Code

Latitude Longitude Distance

from project site

Direction from Project

Site

1. Jitali S1 21°37'11.46"N 73°3'55.84"E 2.0 km E

2. Sarangpur S2 21°38'29.65"N 73°3'13.67"E 2.32 km NNE

3. Piraman S3 21°37'6.02"N 72° 59'57.18"E 4.71 km W


[3-36]

for EIA study for M/s. Finornic Chemicals (I) Pvt. Ltd. Plot No. 6233 & 6234, GIDC Industrial

Estate, Ankleshwar – 393002, Dist – Bharuch, State: Gujarat. Geomorphological, geological and

hydrogeological inventory of the area was carried out and all possible technical details were

collected from the plant area as well as surrounding area. Geologically the Bharuch district is also

occupied with Balstic rocks in its Eastern part and by Alluvium in its Western and southern parts.

Near surface Geological formation of the area belongs to Holocene age. According to study,

Geological formations of flood plain deposit have been found in and around studied area,

presence of black cotton soil in the south east of studied area, mainly contains brown clay in the

buffer area. No rock outcrop has been reported at shallow depth. Area belongs to fluvial

environment to coeval environment deposit. The formation exposed in and around the

investigated area as GSI 1988 the stratigraphic sequence of the area is given in Table No. 3.14.

Table 3.14: Stratigraphic sequence of the area

ERA PERIOD AGE LITHOLOGY

CE

NO

ZO

IC Quaternary Holocene Gujarat Alluvium, Sand, silt, clay with gravel bed

Pleistocene Coarse sand, clay, Kankar

Tertiary Pliocene Clay stone, Sandstone, Conglomerate

Miocene Conglomerate, Fossil limestone, calcareous sandstone.

As per geomorphological study, low lying area is towards west and south west. It means ground

slope is towards west and southwest of the studied area. Regional water flow direction is towards

west and south west. Narmada River is the main perennial surface water source or surface water

body within the study area. All minor streams confluence into Narmada River and lastly merge in

Arabian Sea.


[3-44]

Source: Survey team in consultation with concern state forest officials, secondary sources and consultation

with local people

Status of Rare, threatened, endangered species.

No any Rare, Threatened, Endangered species has been observed and reported during survey.

3.6.10 SOCIO ECONOMIC ENVIRONMENT

The socio economic parameters viz. population growth, density, sex ratio, health, work force

participation, occupational structure, literacy rate, etc. play an important role determining the

impact of the proposed activity on the human population of the study area, directly or indirectly.

The Socio economic environment also includes description of demography, available

basic amenities like housing, health care services, transportation, communication, education

and cultural activities. There are 15 villages coming within 5 km study area.

The following Table No. 3.16 shows the distance and direction of the villages from the project

site.

Table No. 3.16: Identified Villages in the Study Area

Sr. No.

Taluka Village Name From the project Site

Aerial Distance (km) Direction 1.

Ankleshwar

Jitali 2.19 km E

2. Uchhali 3.19 km NE

3. Dadhal 2.20 km NE 4. Kararvel 4.88 km ENE 5. Amrutpura 4.62 km N 6. Motali 2.96 km NNW 7. Sarangpur 1.92 km NNE 8. Andada 4.62 km NNW

9. Gadkhol patiya 4.21 km NW 10. Ankleshwar 3.11 km W 11. Piraman 4.88 km W 12. Bhadkodra 3.95 km WSW 13. Kapodra 4.36 km SW 14. Kosmadi 3.95 km SSW

Method of Data Preparation:

The Census District Book, Map has been used to identify the settlements at various distances

from the project site and compile the demographic data as per the requirement of environmental

clearance questionnaire for different distance bands from the project site.


[3-45]

Demographic Structure:

As per census 2011, the study area has total population of around 319345 people. The

demographic status of the study area is reported in following Table No. 3.17.


[3-46]

Table No. 3.17: Population Details

Sr. No.

Village Name Total Population Total No. of

Household Total Male Female

1. Jitali 4225 2160 2065 921

2. Uchhali 895 451 444 198

3. Dadhal 3695 1838 1857 758

4. Kararvel 1526 785 741 329

5. Amrutpura 943 502 441 182

6. Motali 895 459 436 180

7. Sarangpur(CT) 16671 9373 7298 3768

8. Andada(CT) 16730 8913 7817 4076

9. Gadkhol (CT) 25332 14507 10825 6100

10. Ankleshwar Rural 123204 63457 59745 26060

11. Ankleshwar Urban 92839 51909 40930 21934

12. Piraman 2358 1181 1177 513

13. Bhadkodra(CT) 13233 7156 6077 2986

14. Kapodra 4512 2411 2101 956

15. Kosmadi 12287 6458 5829 2817

Total 319345 171560 147783 71778

Table No. 3.18: Scheduled Castes and Scheduled Tribes

Sr. No.

Village Name Scheduled Castes Scheduled Tribes

Total Male Female Total Male Female

1. Jitali 92 43 49 2106 1064 1042

2. Uchhali 3 16 14 504 257 247

3. Dadhal 28 15 13 1325 657 668

4. Kararvel 19 7 12 658 341 317

5. Amrutpura - - - 932 496 436

6. Motali 5 3 2 734 375 359

7. Sarangpur(CT) 533 275 258 1647 879 768

8. Andada(CT) 2229 1163 1066 2510 1284 1266

9. Gadkhol (CT) 1223 685 538 1903 1007 896

10. Ankleshwar Rural 3291 1642 1649 50965 26064 24901

11. Ankleshwar Urban 5159 2722 2437 13964 7299 6665

12. Piraman 112 51 61 1019 509 510

13. Bhadkodra(CT) 296 152 144 653 322 331

14. Kapodra 91 49 42 1532 790 742

15. Kosmadi 288 145 143 1962 1005 957

Total 13369 6968 6428 82414 42349 40105

Literacy:

An understanding of education and literacy profile in the region is relevant in order to understand

better jobs due to the proposed project could utilize the existing human resource in the area.

Overall literacy rate for the 15 villages as per the census 2011 is 73.2%.


[3-47]

Table No. 3.19: Literacy Details

Sr. No.

Village Name Literate Illiterate

Total Male Female Total Male Female

1. Jitali 2897 1593 1304 1328 567 761

2. Uchhali 597 320 277 298 131 167

3. Dadhal 2708 1436 1272 987 402 585

4. Kararvel 1039 590 449 487 195 292

5. Amrutpura 619 354 265 324 148 176

6. Motali 545 313 232 350 146 204

7. Sarangpur (CT) 11430 7062 4368 5241 2311 2930

8. Andada (CT) 13253 7355 5898 3477 1558 1919

9. Gadkhol (CT) 19492 11815 7667 5840 2692 3148

10. Ankleshwar Rural 86583 48026 38557 36621 15431 21190

11. Ankleshwar Urban 70304 41644 28660 22535 10265 12270

12. Piraman 1696 924 772 662 257 405

13. Bhadkodra(CT) 10552 5915 4637 2681 1241 1440

14. Kapodra 3203 1804 1399 1309 607 702

15. Kosmadi 8880 4925 3955 3407 1533 1874

Total 233798 134076 99712 85547 37484 48063

Occupational Structure:

The occupational structure of the area shows among the total population of 319345, main workers

are 109838 (34.39%), marginal workers are 11644 (3.65%) and non workers are 197863

(61.96%).

Table No. 3.20: Occupational Layouts

Sr. No.

Village Name Main Workers Marginal Workers Non Workers

Total Male Female Total Male Female Total Male Female

1. Jittali 1384 1078 306 226 159 67 2615 923 1692

2. Uchhali 297 250 47 27 10 17 571 191 380

3. Dadhal 1152 949 203 149 112 37 2394 777 1617

4. Kararvel 403 345 58 141 82 59 982 358 624

5. Amrutpura 252 192 60 136 90 46 555 220 335

6. Motali 349 269 78 38 5 33 510 185 325

7. Sarangpur(CT) 5587 5113 474 318 251 67 10766 4009 6757

8. Andada(CT) 5486 4946 540 264 170 94 10980 3797 7183

9. Gadkhol (CT) 8526 7976 550 827 553 274 15979 5978 10,001

10. Ankleshwar Rural

44570 35086 9484 5680 2301 3379 72954 26070 46884

11. Ankleshwar Urban

31274 28441 2833 3222 2009 1213 58343 21459 36884

12. Piraman 836 640 196 31 18 13 1491 523 968

13. Bhadkodra(CT) 4025 3699 326 261 171 90 8947 3286 5661

14. Kapodra 1535 1267 268 47 25 22 2930 1119 1811

15. Kosmadi 4164 3540 624 277 156 121 7846 2762 5084

Total 109838 93791 16047 11644 6112 5532 197863 71657 126206


[4-1]

CHAPTER – 4 ANTICIPATED ENVIRONMENTAL IMPACT & MITIGATION MEASURES

4.1 INTRODUCTION

Impact assessment describes identification and appraisal of various impacts due to the

proposed project activity.

"Environmental Impact" can be defined as any alteration of environmental conditions or

creation of a new set of environmental conditions, adverse or beneficial, caused or induced

by the action or set of actions under consideration.

Generally, the environmental impacts can be categorized as either primary or secondary.

Primary impacts are those, which are attributed directly by the project, secondary impacts are

those, which are indirectly induced and typically include the associated investment and

changed patterns of social and economic activities by the proposed action.

4.2 IMPACT ASSESSMENT MATRIX

From the Table No. 4.1 significant impacts are identified. They are further elaborated with

characterization and assessment in Table No. 4.2.


[4-3]

4.3 OVERALL IMPACTS ON ENVIRONMENT

The project is located within GIDC area. Unit is going for expansion in existing products and

addition of new products within existing premises and in addition of adjoining plot.

Construction activity will be carried out at adjoining plot.

The environment impact due to expansion of project will be evaluated considering the

following parameters;

Air Environment

Water Environment

Noise Environment

Land Environment

Biological Environment

Socio-Economic Environment

4.3.1 Impact on Air Environment

The impact on the air environment due to expansion of project during the construction and

operation phase is as mentioned below.

CONSTRUCTION PHASE:

For expansion of project, some construction activity will be carried out. During the construction

phase, there will be an increase in PM level along with NOX (from vehicle exhausts) due to

transportation of construction material at site. PM shall be raised due to civil construction,

handling of construction materials and increase in vehicular traffic. During the construction

activity the major impact on the air environment will be due to increase in the fugitive

emissions.

The adverse impact is expected to be negligible and temporary. To control the dust emission,

covered sheet (barricading) at periphery of boundary will be provided, regular water

sprinkling shall be done on road, and other unpaved areas. Covered shed will be provided for

cement unloading activity. Tarpaulin cover will be provided on excavated earth. Green-belt

development shall however have a significant positive impact.


[4-7]

ISOPLETHS OF NOx


[4-9]

Base line study indicates that the ambient level of various pollutants like PM2.5, PM10, SO2,

and NOx is within the limits stipulated by National Ambient Air Quality (NAAQ) Standards,

2009 for notified Industrial, Residential, Rural and Other Areas. The adequate height of the

stack so provided will help in dispersing the pollutants emitted from the stacks effectively into

the atmosphere. As mentioned earlier, the company shall regularly monitor the ambient air

quality within and outside the factory, so as to assess the status of the air environment.

Sources of fugitive emissions from the project activity are enumerated below:

Storage area of raw materials

Manufacturing process (Valves, Joints, Vents, Seals, etc.)

Vehicle movement on internal roads

To minimize fugitive emission, powder material will be allowed in a vessel through closed

loop while liquid material will be charged through pipeline.

Transportation of raw materials & products will be carried out by trolley within premises and

minimum manual material handling will be carried, so the fugitive emission due to process

activity and material handling will be negligible.

From the above, it can be concluded that even after the expansion of project and

implementation of Environmental Management Planning in a proper manner, the Ambient Air

Quality will not exceed NAAQ Standards.

4.3.2 Impact on Water Environment

CONSTRUCTION PHASE:

During the construction phase, water will be utilized for civil work and drinking water for

labours. The water will be procured from Tanker/ GIDC line. No ground water will be used for

the project.

Domestic wastewater generated during the construction phase will be disposed off through

soak pit / septic tank.


[4-15]

4.4 ENVIRONMENTAL IMPACT & its MITIGATION MEASURES

Impact shall be predicted on various environmental components due to various proposed project activities and it’s mitigation

measures are given in below Table No. 4.2;

Table No. 4.2: Environmental Impact & It’s Mitigation Measures

Activity Environmental

Attribute Cause

Impact Characteristic

Nature Duration Reversibility Mitigation Measures

Construction

Activity

Air, Noise

Air pollution due

to construction

activity,

transportation of

material

Direct

Negative

Short

Term

Reversible To control the dust emission, regular water sprinkling shall

be done on road, and other unpaved areas

Machinery which creates highly noise will be avoided to

use.

Lubrication will be carried-out periodically for rotational

machinery. Noise generation

due to construction

work, movement of

vehicles, heavy

equipment

machineries

Construction activities will be restricted to daytime only.

Use of old age machineries should be avoided.

Ear Plug will be provided to those working near high noisy

machinery mixer / vibrator machine.

MANUFACTURING OF PRODUCT

Handling &

Charging of

Raw

Material /

Product

Air, Land/Soil Air pollution due

to fugitive

emission

Direct

Negative

Long

Term

Reversible Powder material will be allowed in a vessel through

closed loop while liquid material will be charged through

pipeline.

Regular checking of barrel pump and pipeline should be

done. Land/soil

pollution due to

spillages of

material during

loading &

unloading

Spillages material should be collected with contaminated

soil and stored into HWSA.

Proper care should be taken by employees to control

spillage and wastage of materials.


[5-1]

CHAPTER – 5 ANALYSES OF ALTERNATIVES

5.1 DESCRIPTION OF EACH ALTERNATIVE

5.1.1 Alternative for Site

The project location is determined by proximity to consumers and suppliers; suitability of

transportation facilities and availability of existing infrastructure such as electric power,

roads, telecommunications and water. Before finalizing the location for project,

management had studied alternative locations in Gujarat and concluded that the selected

area is most advantages. The project is located within GIDC Industrial Estate Ankleshwar.

The project site is very well connected with other parts of the country by road & rail. Good

communication and transportation facilities are available at this site. No National park or

Wildlife Habitats falls within 10 km radial distance from project site.

5.1.2 Technology Alternative

Process Technology Alternatives:

Currently no better process technology practiced. As and when there will be any new

technology develop, it will be adopted in the production process.

Water Requirement and Its Alternative:

Water required for the existing & proposed project activity shall be met by the surface

water supply source of GIDC line. There is no alternate source.

Wastewater Treatment and Its Alternatives:

At present, industrial effluent generated from existing manufacturing process and other

ancillary operation is allowed into existing in-house ETP for its treatment & then disposed

to CETP (M/s. ETL) for further treatment & final disposal.

After expansion, effluent coming from plant having low TDS/COD stream is allowed into

existing in-house ETP for its treatment & then disposed to CETP (M/s. ETL) for further

treatment & final disposal as unit has already permission for disposal to CETP (M/s. ETL).


[6-1]

CHAPTER – 6 ENVIRONMENTAL MONITORING PROGRAMMES

6.1 NEED OF ENVIRONMENTAL MONITORING PROGRAMME

Environmental monitoring is an important aspect of the Environmental Management Plan (EMP).

Supervision of proper execution and implementation of designed aspects and safety of workers

with regular monitoring programme of the environmental parameters is essential to take into

account the changes occurred in the environment due to operative phase of any developmental

project. The objectives of the environmental monitoring programme are:

To verify the results of impact assessment study with regards to new development

To follow the evolution of parameters, identified / assessed as critical

To check the effectiveness of mitigation measures suggested for adverse impacts

To check the effectiveness of environmental management system put in operation

Early detection of undesirable effects

To confirm statutory compliance

To establish a database for future studies

6.2 ENVIRONMENTAL MONITORING PROGRAMME & CONTROL

To implement midterm corrective measures as well as to achieve effective implementation of the

same, environment monitoring and control program is essential. Regular monitoring of

environmental parameters is of immense importance to assess the status of environment during

project operation. With the knowledge of baseline environmental status, monitoring program will

serve as a tool to assess any deterioration in environmental conditions due to operation of the

project.

Scope of the monitoring program generally focuses on various environmental parameters viz.,

Air quality, Water quality, Noise, Soil characteristics, Ecology, Land use pattern and socio-

economic environment. Due to expansion of project, monitoring of various environmental

parameters will be required to assess proper functioning and efficiency of all the proposed

pollution control systems.


[7-1]

CHAPTER – 7 ADDITIONAL STUDIES

7.1 RISK ASSESSMENT

7.1.1 Introduction

Risk is the probability that a substance or situation will produce harm under specific conditions.

Risk is a combination of two factors: the probability that an adverse event will occur and the

consequences of the adverse event.

Risk assessment is a systematic, analytical method used to determine the probability of adverse

effects. A common application of risk assessment methods is to evaluate human health and

ecological impacts of chemical releases to the environment.

M/s. Finornic Chemicals (India) Pvt. Ltd. is existing unit and engage in manufacturing of

synthetic organic chemicals. Unit is dealing with various flammable and toxic hazardous

chemicals.

The risk assessment studies have been conducted for identification of hazards, to calculate

damage distances and to spell out risk mitigation measures.

7.1.2 Scope of Study The scope of study is to carry out risk assessment for the project covering all the hazardous

chemicals to be handled and stored at the plant.

7.1.3 Objectives of Risk Assessment

Risk assessment is carried out for the following objectives:

To identify various hazards in the plant, processes, storage and utility area of the unit.

Assessing the various risks involved.

To consider the consequential impact on nearby areas, population, etc. in case of any

accidental emergency situation arising from the factory premises.

To evaluate and quantify the available measures and resources for containing any

eventuality.

To study and suggest safety and control measure.


[8-1]

CHAPTER – 8 PROJECT BENEFITS

M/s. Finornic Chemicals (India) Pvt. Ltd. is existing unit and involved in manufacturing of

synthetic organic chemicals. It is going for expansion in existing products and addition of new

products within existing premises and in addition of adjoining plot. Due to expansion of

project, followings are the benefits that surrounding area will get.

8.1 IMPROVEMENT IN PHYSICAL INFRASTRUCTURE

As the unit is located within GIDC, all basic facilities like surface water, electric power, green

fuel, raw materials, CETP and transportation facility are easily available. The project site is

well connected with all infrastructures like National Highway, Railway, Airport, Telephone,

Internet, Fax, Post, etc. For expansion of project, construction activity will be carried out.


[8-2]

Due to expansion of project, employment will generate for approx. 24 people (23 men + 01

woman). There is already 24 employees (23 men + 01 woman) working at existing plant.

Therefore Total employment from this project will be 48 people (46 men + 02 women).


[9-1]

CHAPTER–9 ENVIRONMENTAL MANAGEMENT PLAN

9.1 INTRODUCTION

An Environmental Management Plan shall be formulated for mitigation of the adverse

impacts and is based on the present environmental conditions and the environmental

impact appraisal. This plan helps in formulation, implementation and monitoring the

environmental parameters during and after commissioning of the project.

The Environmental Management Plan describes in brief, the management's plan for

proper and adequate implementation of treatment and control system for liquid and air

pollutants and for maintaining the environment. It also includes the development of green

belts around the plant, proper safety of the workers, noise control, fire protection systems

and measures.

9.2 ENVIRONMENTAL MANAGEMENT PRACTICES

The environmental management practices for mitigation of various impacts associated

with the project activity on different environmental components are as described below:

9.2.1 Air Environment

For expansion of project, construction activity will be carried out at adjoining plot. During

the construction phase, the impact on ambient air would mainly be due to dust emissions

and movement of vehicles. However, these impacts would be short term in nature and

limited to the construction period only.

During operation phase, the main point source in the unit will be flue gas emission from

the stack attached to Thermopack & Hot water system, Hot air generator. Natural gas will

be used as a fuel.

At present one Thermopack of capacity 2 Lac Kcal/hr, one hot water system of capacity 1

Lac Kcal/hr, one D. G Set of capacity 75 KVA is already exist. For expansion of project,

additional two hot air generator having capacity of 2 Lac Kcal/hr & 9 Lac Kcal/hr and one

hot water system of capacity 10 Lac Kcal/hr will be installed. Unit has proposed two

additional stand by D. G Set of capacity 125 KVA each which will be used in case of power

failure or emergency only.


[10-1]

CHAPTER – 10 SUMMARY & CONCLUSION

10.1 BACKGROUND

M/s. Finornic Chemicals (India) Pvt. Ltd. is involved in manufacturing of synthetic organic

chemicals. It is going for expansion in existing products and addition of new products within

existing premises (i.e. Plot No. 6234) and in addition of adjoining plot (i.e. Plot No. 6233)

located at Plot No. 6233 & 6234, GIDC Industrial Estate, Ankleshwar – 393002, Dist –

Bharuch, State: Gujarat.

Project is located within GIDC area and going for production of Synthetic Organic Chemical.

As per MoEF Notification dated 14th September, 2006, the project is classified as Category “B”

under S. No. 5(f) and requiring prior Environment Clearance (EC) from the State Environment

Impact Assessment Authority (SEIAA), Gujarat.

10.2 PROJECT DESCRIPTION

M/s. Finornic Chemicals (India) Pvt. Ltd. is a small scale unit. The project is located within

GIDC Industrial Estate Ankleshwar. The site is located at 21°37'14.99"N Latitude and

73°2'40.88"E Longitude.

Due to availability of all basic facilities like fuel, water, electric power, skilled manpower, raw

materials, transportation facility etc. at existing project site, the unit has decided to develop

proposed project activity at the same location. Therefore, there is no need of alternative

location.

Estimated cost for the proposed project will be Rs. 144.0 Lacs.

Electric Power Requirement:

Electric Power Requirement Source

Existing Proposed (Additional) Total

Construction Phase -- 10 HP 10 HP (7.46 KVA) DGVCL

Operation Phase 100 HP 100 HP 200 HP (150 KVA) DGVCL

At present one D. G Set of capacity 75 KVA is installed which is used in case of power failure.

Two additional D. G. Set of capacity 125 KVA will be installed which will also use in case of

power failure.


[10-2]

List of existing & proposed products to be manufactured is as mentioned below;

List of Product

Sr. No.

Name of Product Existing Quantity

(MT/Month)

Expansion Quantity

(MT/Month)

Total Quantity After

Expansion (MT/Month)

1. 2-Mercaptobenzimidazole (Existing)

9.00 61.00

70.00

2. Methyl-2-Mercaptobenzimidazole (Existing)

3. Methoxy-2-Mercaptobenzimidazole (Existing)

4. Zinc Methyl-2-Mercaptobenzimidazole (Existing)

5. Zinc-2-Mercaptobenzimidazole (Existing)

6. Ethoxy-2-Mercaptobenzimidazole (Existing)

7. Amino-2-Mercaptobenzimidazole (Existing)

8. Nitro-2-Mercaptobenzimidazole (Existing)

9. Pyrrolyl-2-Mercaptobenzimidazole (Existing)

10. Chloro-2-Mercaptobenzimidazole (Existing)

11. 1,2-Dimethyl-2-Thiopeusdourea Hydro Iodide

(Existing)

12. R & D of Derivatives / Heterocyclic Chemicals

(Custom Synthesis) (Existing)

13. Difloro methoxy -2-Mercaptobenzimidazole

(Proposed)

-- 70.00 14. Sodium 2-Mercaptobenzothiazole (50%)

(Proposed)

15. Zinc Mercaptobenzothiazole (Proposed)

BY PRODUCT

1. Sodium Sulphide Solution (10 – 25 %) 55.00 369.20 424.20

Note:

(1) Above products will be manufactured either or in combination. Total production

capacity shall not exceed 70.0 MT/month.

(2) Considering maximum generation of by-product (Permission will be obtained under

Rule-9) from product No. 13 (i.e. DifluoroMethoxy-2-Mercaptobenzimidazole).


[10-3]

Water Requirement, Wastewater Generation & its Disposal:

Water required for domestic and industrial purpose for existing & proposed project activity will

be procured from GIDC water line.

Quantity of existing & additional water requirement and wastewater generation is as given

below;

Water Consumption & Wastewater Generation

Sr. No.

Category

WATER CONSUMPTION (KL/day)

WASTEWATER GENERATION (KL/day)

Existing Proposed


Existing Proposed


1. Domestic 3.50 -- 3.50 3.00 -- 3.00

i. TOTAL 3.50 -- 3.50 3.00 -- 3.00

Industrial

2. Process 5.16 34.97 40.13 5.50 37.29 42.79

3. Washing 1.62 1.62 3.24 1.26 1.26 2.52

4. Hot Water System 2.00 20.00 22.00 -- -- --

5. Cooling 2.00 4.00 6.00 0.10 0.20 0.30

6. Scrubber 0.45 3.00 3.45 0.14 1.30 1.44

7. Gardening 6.00 1.00 7.00 -- -- --

ii. TOTAL 17.23 64.59 81.82 7.00 40.05 47.05

GRAND TOTAL (i+ii) 20.73 64.59 85.32 10.00 40.05 50.05

NOTE: (1) Existing domestic water quantity is sufficient for proposed employees.

(2) Water consumption & Wastewater generation is considered as a maximum from product

Chloro-2-Mercaptobenziimidazole and same is taken into consideration for water

consumption and wastewater generation on per day basis.

DISPOSAL OF WASTEWATER:

Existing:

1. Domestic effluent is disposed in to Septic tank / Soak pit system.

2. Industrial effluent after primary treatment into ETP and conforming to the CETP (M/s. ETL)

inlet norms, disposed to CETP for its further treatment and final disposal.


[10-5]

Details of Flue Gas & Process Gas Emission:

At present one Thermopack of capacity 2 Lac Kcal/hr and one Hot water system of capacity 1

Lac Kcal/hr are exist.

Hot air generator having capacity of 2 Lac Kcal/hr & 9 Lac Kcal/hr and one Hot water system of

capacity 10 Lac Kcal/hr will be installed for proposed project activity. Natural Gas is used as a

fuel for existing & proposed project activity.

Details of Stack

Stack Attached to

Stack

Height &

Dia.

Fuel

Consumption

Air Pollution

Control

System

Parameters Permissible

Limit

Existing

Thermopack

(Capacity: 2 Lac Kcal/hr) 9.35 m &

0.315 m

Natural Gas

40 SCM/day

Not Required

PM

SO2

NOx

≤ 150 mg/Nm3

≤ 100 ppm

≤ 50 ppm

Hot Water System-1

(Capacity: 1 Lac Kcal/hr)

Natural Gas

40 SCM/day

D. G Set (Stand By)

(Capacity: 75 KVA)

5.00 m &

0.10 m

HSD

10 Lit/hr

Reactor – 2 Nos. 10 m &

0.10 m Not Required Alkali Scrubber H2S ≤ 45 mg/Nm3

Proposed

Hot Air Generator-1

(Capacity: 2 Lac Kcal/hr) 9.35 m &

0.315 m

Natural Gas

2500

SCM/month

Not Required

PM

SO2

NOx

≤ 150 mg/Nm3

≤ 100 ppm

≤ 50 ppm

Hot Air Generator-2


Natural Gas

20,000

SCM/month

Hot Water System-2


9.35 m &

0.315 m

Natural Gas

400 SCM/day

D. G Set – 02 Nos. (Stand By)

(Capacity: 125 KVA)

5.00 m &

0.10 m

HSD

16 Lit/hr

NOTE:

• Unit will install two stand by D. G Set which will be used in case of power failure or

emergency.


[10-6]

Hazardous/Solid Waste Generation and Its Management:

Due to expansion of project, there shall be generation of some domestic waste, industrial

waste and hazardous/solid waste. Hazardous waste generated from the process, effluent

treatment plant and other industrial activity will be stored in a hazardous waste storage area

and then it will be disposed at nearest TSDF site for further treatment and disposal.

Table No. 10.4: Hazardous Waste Generation and Its Management & Handling

Sr. No.

Type of Waste

Category Source of

Generation

Quantity

Disposal Existing

Proposed (Additional)

Total After Expansion

1. ETP Sludge

35.3 Effluent

Treatment Plant

12 MT/year

36 * MT/year

48 MT/year

Collection, Storage, Transportation & Disposal at TSDF site – BEIL for secured landfill.

2. Used Oil 5.1 Thermopack &

D. G Set 0.24

MT/year 0.46

MT/year 0.70

MT/year

Collection, Storage, Transportation & Disposal by selling to GPCB/CPCB approved Recyclers.

3.

Discarded Drums

33.1

Raw material & Finished

product packing material

2.4 MT/year

27.6 MT/year

30 MT/year

Collection, Storage, Transportation & Disposal by selling to GPCB Registered Vendor after Detoxification & Decontamination/Reuse.

Bags 0.36

MT/year 1.44

MT/year 1.80

MT/year

4. Spent Carbon

28.3 Process

(Product No. 1 to 10 & 13)

42 MT/year

42 MT/year

84 MT/year

Collection, Storage, Transportation & disposal by sending to RSPL.

5. Spent Catalyst

28.2

Process (Product – Amino-2- Mercapto

benzimidazole)

5.4 MT/year

31.2 MT/year

36.6 MT/year

Collection, Storage, Transportation & disposal by send back to supplier for Recovery.

6. Spent Solvent (Methanol)

28.6

Process (Product No. 7

& 9)

975 MT/year

10421.4 MT/year

11396.4 MT/year

Collection, Storage & Re-use in Process.

7.

Spent Solvent (Ethyl Acetate)

Process (Product No.

11)

40.36 MT/year

305.24 MT/year

345.6 MT/year

1 GUJARAT POLLUTION CONT.ROL BOARD PARYAVARAN BHAVAN

NO:GPCB/BRCH/CCA-558(3)/ID-15095/2..2. '17 q I CCA NO: A WH-63474

Sector-1 0-A, Gandhinagar-382 021 . W~bsite : www.gpcb.gov.in

In exercise of the power conferred under section-25 of the Water (Prevention and Control of Pollution) Act-1974, under section-21 of the Air (Prevention and Control of Pollution) Act-1981 and Authorization under "Hazardous Waste (Management, Handling & Trans-boundary Movement) Rule-2008."

And whereas 'Board has received consolidated application dated 23/4/2014 and Inward No. 80377 for the consolidated consent and authorization (CC & A) of this Board under the prqvisioris I rules of the aforesaid Acts Consent &Authorization is hereby granted as under.

CONSENT AND AUTHORISATION: (Under the provisions I rules of the aforesaid environmental acts)

To, ~js. FINORNIC CHEMICALS (I),

PLOT NO: 6234,

'-< .........

GIDC ESTATE ANKLESHWAR, DIST:BHARUCH. 1. Consent Order No.: AWH-63474, date oflssue 19/7/2014. 2. The consent under Water Act-1974 for conveying the industrial effluent to the CETP ofMjs.

SR. NO.

1. 2 .

3.

4.

5. . 6.

7.

ETL for the treatment and disposal of treated effluent & The consent under Air Act-1981, Authorization under Environment (Protection) Act, 1986 shall be valid up to 06/4/2019 to operate industrial plant for manufacture of the following products:

NAME OF PRODUCTS CAPACITY (MT/MONTH)

EXISTING PROPOSED TOTAL AFTER

PROPOSED 2-Mercaptobenzimidazole OR 5-Methoxy 2-Mercaptobenzimidazole OR Methyl Mercaptobenzimidazole, 9.0

OR (~r. no. 1 to

Zinc Methyl 4)

Mercaptobenzimidazole QR Zinc-2-Mercaptobenzimidazole OR -Ethoxy-2- Mercaptobenzimidazole -OR Amino-2- Mercaptobenzimidazole -OR •

~ Page 1 to 6

Clean Gujarat Green Gujarat ISO - 9001 - 2008 & ISO - 14001 - 2004 Certified Or93.nisatio.n

Documents

EIA & EMP REPORTenvironmentclearance.nic.in/writereaddata/FormB/EC/EIA...EIA & EMP REPORT FOORR Synthetic Organic Chemicals MMaannuuffaaccttuurriinngg UUnniitt ((Expansion in Existing