Upload
lyphuc
View
225
Download
1
Embed Size (px)
Citation preview
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]
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.
Please refer section 3.6.8 of
chapter – 3 at page no. 3-35 of
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.
Please refer section 3.6.5 of
chapter – 3 at page no. 3-26 of
EIA report.
11. Layout plan of the factory premises clearly demarcating Please refer section 2.5.1 of
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
chapter – 2 at page no. 2-36 of
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
chapter – 2 at page no. 2-1 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
page no. 2-2 of EIA report.
For manufacturing process,
please refer section 2.4.4 of
chapter – 2 at page no. 2-10 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).
Please refer section 2.4.1 of
chapter – 2 at page no. 2-2 of
EIA report.
15. Details on raw materials, source and storage within the
premises.
Please refer section 2.4.3 of
chapter – 2 at page no. 2-8 of
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.
Please refer section 2.4.4 of
chapter – 2 at page no. 2-10 of
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.
Please refer section 2.5.4 of
chapter – 2 at page no. 2-37 of
EIA report.
For request letter to GIDC for
additional water supply,
Please refer Annexure – 2 of
EIA report.
19. Undertaking stating that no bore well shall be dug within the
premises (If project is located within the Industrial estate)
Please refer Annexure – 12 of
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.
Please refer section 2.5.4 of
chapter – 2 at page no. 2-38 of
EIA report.
COMPLIANCE OF TERM OF REFERENCE (TOR)
21. Explore the possibilities for Zero Liquid Discharge (ZLD)
or Efforts to minimize effluent discharge and to maintain
quality of receiving water body.
Please refer section 2.5.5 of
chapter – 2 at page no. 2-40 of
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
section 2.5.6 of chapter – 2 at
page no. 2-41 of EIA report.
Please refer section 2.5.5 of
chapter – 2 at page no. 2-40 of
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.
Please refer section 2.5.5 of
chapter – 2 at page no. 2-40 of
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
COMPLIANCE OF TERM OF REFERENCE (TOR)
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)
Please refer Annexure – 12 of
EIA report.
30. Economical and technical viability of the effluent treatment
system.
Please refer section 2.5.8 of
chapter – 2 at page no. 2-43
of EIA report.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
Please refer section 9.5 of
chapter – 9 at page no. 9-7 of
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.
Please refer section 2.5.9 of
chapter – 2 at page no. 2-48
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.
Please refer section 3.5.2 of
chapter – 3 at page no. 3-8 of
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.
Please refer section 4.3 of
chapter – 4 at page no. 4-3 of
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.
Please refer section 3.6.1 of
chapter – 3 at page no. 3-13 of
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
chapter – 4 at page no. 4-5 of
EIA report.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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
section 4.3.3 of chapter – 4 at
page no. 4-11 of EIA report.
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)
Please refer section 2.5.8 of
chapter – 2 at page no. 2-46 of
EIA report.
39. Action plan for odour control to be submitted. Please refer section 9.4 of
chapter – 9 at page no. 9-7 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.
Please refer section 2.5.9 of
chapter – 2 at page no. 2-47 of
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.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
Please refer section 2.4.5 of
chapter – 2 at page no. 2-34 of
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.
Please refer section 7.6 of
chapter – 7 at page no. 7-25 of
EIA report.
Please refer section 7.7 of
chapter – 7 at page no. 7-28 of
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.
Please refer section 7.3 of
chapter – 7 at page no. 7-22
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.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
Please refer section 7.4 of
chapter – 7 at page no. 7-23 of
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.
Please refer section 7.9 of
chapter – 7 at page no. 7-32 of
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.
Please refer section 9.6 of
chapter – 9 at page no. 9-7 of
EIA report.
56. Act ion plan for the greenbelt development — species,
width of plantat ions, planning schedule, etc., in accordance
to CPCB published guidelines.
Please refer section 9.6 of
chapter – 9 at page no. 9-7 of
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.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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,
Please refer section 9.12 of
chapter – 9 at page no. 9-16 of
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.
Please refer section 9.10 of
chapter – 9 at page no. 9-14 of
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.
Please refer section 9.11 of
chapter – 9 at page no. 9-15 of
EIA report.
61. Phase wise project implementation schedule with bar chart
and time frame, in terms of site development, infrastructure
provision, EMS implementation etc.
Please refer section 2.5.12 of
chapter – 2 at page no. 2-50 of
EIA report.
62. Certif icate of accreditation issued by the NABET, QCI to
the environmental consultant should be incorporated in the
EIA Report.
Please refer Annexure – 13 of
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
Annexure – 14 of EIA report.
For undertaking by the
Consultant, Please refer
Annexure – 15 of EIA report.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
COMPLIANCE OF TERM OF REFERENCE (TOR)
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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[1-2]
Figure No. 1.1: Location Map
Figure No. 1.2: Short View
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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;
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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).
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[2-4]
Sr. No. Raw Material
Existing Consumption (MT/Month)
Additional Consumption (MT/Month)
Total Consumption (MT/Month)
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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[2-5]
Sr. No. Raw Material
Existing Consumption (MT/Month)
Additional Consumption (MT/Month)
Total Consumption (MT/Month)
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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
while washed water (Low TDS) generated will be allowed in ETP for its further treatment & then
disposed to CETP.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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)
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 (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
Natural Gas 400 SCM/day
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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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)
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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 --
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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%.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[4-7]
ISOPLETHS OF NOx
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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).
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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).
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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).
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
(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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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
(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
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.
Finornic Chemicals (I) Pvt. Ltd. Earthcare Enviro Solutions Pvt. Ltd. January-2018
[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