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398thmeeting of SEAC-Gujarat, Dated 16.05.2018
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Minutes of the 398thmeeting of the State Level Expert Appraisal Committee held on 16/05/2018
at Geer Foundation,Indroda Park, Sector – 9,Gandhinagar.
The 398thmeeting of the State Level Expert Appraisal Committee (SEAC) was held on 16thMay, 2018
at Geer Foundation, Indroda Park, Sector – 9, Gandhinagar. Following members attended the
meeting:
1. Dr. Dinesh Misra, Chairman, SEAC
2. Shri S. C. Srivastav, Vice Chairman, SEAC.
3. Shri R. I. Shah, Member, SEAC.
4. Shri V. N. Patel, Member, SEAC.
5. Dr. Mayuriben H. Pandya, Member, SEAC.
The agenda of Category 8 (a)cases was taken up. Seven [7] cases of Category 8 (a) were taken up.
The applicants made presentations on the activities to be carried out along with other details
furnished in the Form-1, Form-1A and conceptual project plans.
1. Capitol Flora & Capitol Icon-I & Capitol Icon-II
Survey No. 158, 159/1/3 & 159/1/4, O.P. No. 17, 18/1/3, 18/1/4, F.P. No. 17+18/1/3+18/1/4, T.P. No. 07, Sargasan + Kudasan, Gandhinagar
Appraisal.
The project was taken up in the meeting of SEAC held on 21/03/2018. During the meeting held on
21/03/2018, project proponent along with their expert / consultant attended the meeting. It was found that
the project proponent submitted acopy of permission obtained from Airports Authority of India for
permissible building height of 130.25 m above ground level.It was presented that though the land of S.Nos.
158, 159/1/3 & 159/1/4 i.e F.P.Nos. 17 + 18/1/3 + 18/1/4 was purchased by M/s Kalp Infrastructure Pvt.
Ltd., the land area of 448 m2& 482 m2 of F.P.Nos.18/1/3 & 18/1/4 respectively was not in their possession
as per the draft T.P.Scheme. Hence they were not allowed to carry out any construction activity at the said
land portion. Considering the land area into their possession, the project proponent proceeded with the
project having built up area of 12,080.36 m2. The plans for the project having built up area of 12,080.36
m2 were passed by GUDA on 10/06/2015 and copy of the same has been submitted. The plan passed by
GUDA clearly mentions about the land area of F.P.Nos. 17 + 18/1/3 + 18/1/4, which is not in their
possession.
They have now planned to develop the project further from 12,080.36 m2 to 25,113.75 m2 because they
have now been promised to grant of the land area, which was earlier not into their possession. Further due
to availability of additional land area and provision of CGDCR-2017, they are now eligible to purchase
addition FSI of 0.45 and to increase building height up to 45 m due to 60 m wide approach road.
The project proponent was asked to maintain status quo at the project site and to carry out any further
construction related activity at the project site only after obtaining Environmental Clearance from SEIAA
Gujarat.
It was presented that two additional buildings will be constructed with 2 level basements. The project
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proponent was suggested to increase the parking area provision by providing basement in the buildings
which are still not constructed. They were also suggested to provide STP for treatment of sewage to be
generated during the operation phase, to reuse treated sewage within premises and to provide onsite
Organic Waste Converter for converting organic waste into useful end product. After detailed discussion, it
was decided to consider the project only after submission of the following:
1. Layout plan showing the existing constructed buildings & proposed buildings in different colour codes.
2. Date of starting the construction activity at the project site. A certificate from the Chartered Civil Engineer stating the percentage of the work completed so far both in terms of project cost and project activitiesi.e in terms of built up area, number of buildings, number of units etc.
3. Detailed justification for initiating the construction activity for the project with all the relevant supporting documents and as to why the construction activity started by them should not be considered as violation of the EIA Notification-2006.
4. Recent photographs showing current status of the project site.
5. Authentic documents showing that the project proponent is now having possession of the land area of 448 m2& 482 m2 of F.P.Nos.18/1/3 & 18/1/4 respectively.
6. Notarized undertaking stating the project proponent shall maintain the status quo and shall resume the construction activity for the project only after obtaining Environmental Clearance from SEIAA.
7. Proposal for providing STP for treatment of sewage to be generated during the operation phase. Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time, other technical parameters etc. along with the plan & budget allocation for its installation, operation & maintenance. Quality of treated sewage and application wise break-up of treated sewage quantitytobe recycled / reused in flushing & green belt development, its location on the layout plan, STP sludge management plan etc.
8. Revised water balance details considering the reuse of treated sewage for purposes like flushing, gardening etc. within premises.
9. Proposal for segregation of solid waste to be generated during the operation phase and to install in
house Organic Waste Converter (OWC). Details of the OWC like its capacity, type, its location on the
layout plan, cost of installation, operation & maintenance, end product management plan etc. should
be submitted.
10. Explore the possibility of increasing the parking area provision for the project and revised parking area
provision details with back up calculation & parking plans.
Project proponent vide their letter dated 16/04/2018 submitted the details sought during the meeting of
SEAC held on 21/03/2018. The said submission of the project proponent was considered during the
meeting of SEAC held on 26/04/2018 and considering the additional information submitted by the project
proponent, it was decided to call the project proponent in one of next SEAC meetings.
Project proponent along with their expert / consultant attended the meeting. During the meeting, the
project was appraised based on the additional details submitted as well as facts presented before the
committee.
Project proponent vide their letter dated 16/04/2018, submitted that STP of 180.0 KL/day capacity will be
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installed for treatment of sewage – 160.0 KL/day to be generated during the operation phase. Treated
sewage will be used for flushing (85.0 KL/day) & gardening (2.0 KL/day) within premises and remaining
quantity of treated sewage will be discharged into the drainage line of GUDA. Onsite Organic Waste
Converter of 300 kg/day capacity will be provided for treatment of biodegradable waste to be generated
during the operation phase and the compost obtained will be used for soil conditioning in greenbelt
development. The parking area provision for the project will be8,863.33m2 [4,233.94 m2 in 2 level
basement + 1,583.65 m2 in hollow plinth + 1,125.74 m2 as open surface parking + 1,920.0 m2 as
mechanized parking in basement] which is equivalent to 298 CPS. Project proponent has submitted the
notarized undertaking stating the project proponent shall maintain the status quo and shall resume the
construction activity for the project only after obtaining Environmental Clearance from SEIAA.Photographs
showing of the project site and layout plan showing the existing & proposed buildings in different colour
codes have also been submitted. Copy of possession notice obtained from Gandhinagar Urban
Development Authority submitted for possession of the land area of F.P.Nos.18/1/3 & 18/1/4 has been
submitted. The project is 40% completed in terms of project cost and construction activities as per the
certificate from a registered civil engineer.It was mentioned that though the land of S.Nos. 158, 159/1/3 &
159/1/4 i.e F.P.Nos. 17 + 18/1/3 + 18/1/4 was purchased by M/s Kalp Infrastructure Pvt. Ltd., the land area
of 448 m2& 482 m2 of F.P.Nos.18/1/3 & 18/1/4 respectively was not in their possession as per the draft
T.P.Scheme. Hence they were not allowed to carry out any construction activity at the said land
portion.They proceeded with the project with a built-up area of only 12,080.36 m2 on the land into their
possession which did not require Environment Clearance as per the provisions of EIA Notification 2006.
Development permission as well as the plans for the same was approved by Gandhinagar Urban
Development Authority (GUDA). Now they have been granted the possession of the above stated land of
F.P.No. 18/1/3 and 18/1/4 bearing a land area of 448 m2 and 482 m2 respectively by Gandhinagar urban
development authority (GUDA). Further as per the common GDCR introduced in October 2017, the project
is now eligible for an extra purchasable FSI of 0.45, totaling FSI 2.25 (1.8+0.45) as well as additional
building height due to adjacent 60 m wide road. Considering the said facts, now built up area of the project
becomes 25,113.75 m2 which requires environmentalclearance.
Salient features of the project:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/71831/2017]
2. Type of Project Residential & Commercial
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project Capitol Flora & Capitol Icon-I & Capitol Icon-II
5. Name of Developer M/s. Kalp Infrastructure Pvt. Ltd.
6. Estimated Project Cost (Rs. In Crores)
34 Crores
7. Whether construction work has been initiated at site? If yes, details thereof
Construction carried out as per plans approved & permission given by GUDA for blocks with total built-up area of 12,080.36 m2.
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8. Site coordinates 1. 72o 37’ 02.78” E 23o 11’ 08.66” N
2. 72o 37’ 03.33”E 23o 11’ 06.27” N
3. 72o 37’ 03.37” E 23o 11’ 09.01” N
4. 72o 37’ 04.01” E 23o 11’ 08.30” N
5. 72o 37’ 06.18” E 23o 11’ 09.58” N
6. 72o 37’ 06.20” E 23o 11’ 07.62” N
7. 72o 37’ 06.28” 23o 11’ 06.89”
8. 72o 37’ 06.79” 23o 11’ 08.57”
9. Project Details • Land / Plot Area (m2) : 7,095.0
• FSI area (m2): 16,143.64
• Total BUA (m2): 25,113.75
Permissible Proposed
FSI Area (m2) 15,936.75 16,143.64
Ground Coverage (m2) -- 1,583.65
Common Plot Area (m2) 709.50 718.42
Max. building height (m) 130.25 36.57
10. Building Details • No. of Buildings: 7
• No. of Blocks: 11
• Scope of buildings/blocks: Block A + B: Basement+ Hollow Plinth +5 Floors , Block C + D: Hollow Plinth + 5 Floors , Block E + F & G + H: Hollow Plinth + 7 Floors, Block I: Hollow Plinth + 5 Floors Block J: 2 level Basements+ Ground Floor + 11 Floors Block K: 2 level Basements+ Ground Floor + 3 Floors
• No. & size of Residential Units: 212 nos.
• No. & type of Commercial Units: 156 nos.
• Details of amenities if any: --
11. No. of expected residents / users
1880 Persons
12. Water & waste water details during construction phase
• Water requirement (KL/day): 15.0
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 4.0
• Mode of disposal: septic tank & soak pit system.
• Details of reuse of water, if any: None
13. Water & waste water details during operation phase
• Total water requirement (KL/day): 202.0
• Fresh water requirement (KL/day): 115.0
• Source of water: Water supply from Gandhinagar Urban Development Authority (GUDA).
• Waste water generation quantity (KL/day): 160.0
• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of Gandhinagar Urban Development Authority.
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• In case of STP provision, capacity of STP: Yes, 180.0 KL/day
• STP Technology: STP with primary, secondary & tertiary treatment facility
• Purposes for treated sewage utilization: Flushing & Gardening
• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 2.0 2. Flushing (KL/day): 85.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of Gandhinagar Urban Development Authority.
• Mode of disposal: As above.
14. Status of water supply and drainage line
Available at the site.
15. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 550.0 550.0 Development of greenbelt
Other excavated earth
2,150.0 2,150.0 Leveling low lying areas & development of green belt area
Construction debris
20.0 20.0 Leveling, roads, pavements, plot filling, plinth filling etc.
Steel scrap 0.5 MT -- To be sold to scarp dealer
Discarded packing materials
5,000 Bags -- To be sold to authorized vendor.
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal/ Reuse
Dry waste 735 Dry & wet waste will be collected Into the separate collection bins
Dry wastewill be handed over to GUDA & wet waste will be treated in the proposed onsite OWC.
Wet waste
Dried STP sludge & output of OWC will be used as soil
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conditioner within premises and remaining will be handed over to GUDA.
• Capacity and no. of community bins to be placed within premises: 48 nos. of bins of 80 Litre capacities.
• Landfill site where waste will be ultimately disposed by local authority: At the nearest waste collection point of GUDA.
16. Parking Details • Total parking area requirement for the project as per GDCR: 5,685.85 m2
• Parking area requirement for residential units as per GDCR: 1,590.65 m2
• Parking area requirement for Commercial units as per GDCR: 4,095.20 m2
• Number of CPS requirement for commercial units as per NBC: 163 CPS
• Total Parking area provided (m2) & No. of CPS: 8,863.33 m2 [4,233.94 m2 in 2 level basement + 1,583.65 m2 in hollow plinth + 1,125.74 m2 as open surface parking + 1,920.0 m2 as mechanized parking in basement] which is equivalent to 298 CPS
17. Traffic Management • Width of adjacent public roads: 12 m, 60 m
• Number of Entry & Exit provided on approach road/s: Two gates will be provided including one for basement.
• Width of Entry & Exit provided on approach road/s: 9.0 m & 6 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4.0 m for residential buildings and 6 m for commercial buildings.
• Width of all internal roads: 7.5 m
18. Details of Green Building measures proposed.
Maximum use of LED lights, use of solar lights in common areas, use of variable frequency drive motors to optimize power consumption, use of fly ash paver blocks, most of the carpentry structures will be made up of processed engineering wood/ particle board instead of wood. PVC electrical boards will be provided, maximum use of Ready Mix Concrete (RMC), rainwater harvesting by recharging the ground water table with provision for 2 percolation wells.
19. Energy Requirement, Source and Conservation
• Power supply: Maximum demand: 1.90 MW during Operation Phase Connected load: -- Source: Uttar Gujarat Vij Company Ltd. Energy saving measures: Maximum use of LED lights, use of Solar lights in common areas, use of variable frequency drive motors to optimize power consumption, use of light and silent colors in the building envelope so that UV absorption is reduced and associated cooling requirements are minimized.
• DG Sets: No. and capacity of the DG sets: 1 x 125 KVA Fuel & its quantity: HSD
20. Fire and Life Safety Measures
Fire extinguishers, fire hydrant system, one CO2 type extinguisher of 4.5 kg and one DCP type extinguisher of 5 kg, hose reels and wet risers, underground fire water storage tank of 175 KL capacity,
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manually operated electric fire alarm system etc. will be provided.
21. Details on staircase:
Block No. of Floors Max. Floor area
(m2)
No. of Staircase
Width of staircase (m)
Travel Distance (m)
A + B B+H.P+5 300.46 2 1.57 <30
C + D H.P+5 300.46 2 1.57 <30
E + F, G + H
H.P+7 300.46 2 1.57 <30
I H.P+ 5 148.44 1 1.57 <30
J 2B+G+11 565.99 2 1.57 <30
K 2B+G+3 307.37 1 1.57 <30
22. Rain Water Harvesting (RWH)
• Level of the Ground water table: --
• No. & dimensions of RWH tank(s) : ---
• No. and depth of percolations wells: 2 Nos.
• Details on Pre-treatment facilities: Screen pit before the percolation well.
23. Green area details • Tree covered area (m2): 252.0
• Area covered by shrubs and bushes (m2): included in lawn cover area.
• Lawn covered area (m2): 117.0
• Total Green Area (m2): 370.0
• Green area % of plot area: approx.5.2 %
• No. of trees and species to be planted: 65 nos.
• Local flora species i.e. Gulmohar, Asopalav, Neem etc. will be preferred.
24. Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Budget allocation of Rs. 10 lacs&Rs. 25 lacs will be made during the construction & operation phase respectively for air pollution control, waste management, green belt development, ground water recharge, etc.
25. Dust control Measures
Temporary wind shield barriers, regular water sprinkling and tarpaulin sheet coveron the material during the transportation, maximum use of Ready Mix Concrete (RMC), uniform piling of sand and proper storage to avoid dusting.
26. Eco friendly building material usage details.
Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks for pavements/walkways, most of the carpentry structures will be made up of processed engineering wood instead of wood, lead free paints
27. Details of basic amenities to be provided
Adequate sanitation facilities, drinking water, community bins for collection of municipal solid waste, etc.
28. Document related to land possession
Copies of village form no. 7/12 submitted for all the three survey numbers show that the NA land for residential & commercial use is in the name of M/s Kalp Infrastructure P. Ltd.
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During the meeting, it was presented that construction work is done on 3,192.0 m2 land area from the total
plot area of the project. The project proponent was suggested to increase the parking area provision for
the project. The project proponent was agreed and proposed to provide mechanical parking in basement
having 3.8 m height.After detailed discussion, it was decided to consider the project only after submission
of the following:
1. Revised details with increased parking area provision for the project along with the backup calculations
& parking plans.
2. Layout plan showing location of the STP & OWC along with the details like space requirement in view of
dimensions of the proposed OWC & STP as well as associated activities.
3. Details of the activities to be carried out under Corporate Environment Responsibility along with the
details of basis considered for the selection of the proposed activity/ies, fund allocation (as per the
MoEFCC’s Office Memorandum dated 01/05/2018), time bound action plan etc.
2. Nila Infrastructure Ltd S. No. 375, F.P. No. 1, T.P.S. No. 3 Ranip, Ahmedabad
Screening/scoping & appraisal.
The SEIAA, Gujarat has accorded environmental clearance to M/s. Nila Infrastructure Ltd. for the building
construction project at S.No.375, F.P.No.1, T.P.S.No.3 Ranip, Ahmedabad vide order no.
SEIAA/GUJ/EC/8(a)/536/2016 dated 29/08/2016 for the built up area of 32,127.12 m2 comprising of 4
residential& commercial buildings housing total 468 residential units& 21 commercial units.
The project proponent vide their online proposal no. SIA/GJ/NCP/21872/2016 dated 09/03/2018 along with
revised Form-I & Form-IA requested for amendment of Environmental Clearance order dated
29/08/2016with reference to the proposed expansion & changes.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for Expansion [SIA/GJ/NCP/21872/2016]
2. Type of Project Residential & Commercial
3. Project / Activity No. [8(a) or 8(b)]
8 (a)
4. Name of the project
Residential & Commercial Building Construction Project
5. Name of Developer
M/s. Nila Infrastructures Ltd.
6. Estimated Project Cost (Rs. In Crores)
Rs. 45.50
7. Whether construction work has been initiated at site? If yes, details
No
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thereof
8. Site coordinates
1. 23o05’ 07.88” N 72o34’ 26.47” E
9. Project Details • Land / Plot Area (m2): 7,792.0
• FSI area used (m2):20,850.69
• Total BUA (m2): 37,204.0
Permissible Proposed
FSI Area, (m2) 21,038.40 20,850.69
Ground Coverage, (m2) -- 2,815.22
Common Plot Area, (m2) 779.20 784.85
Max. building height, (m) -- 49.90
10. Building Details • No. of Buildings: 3
• No. of Blocks: 8
• Scope of buildings/blocks: 2 Buildings: Basement +Ground floor+14
floors; 1 building: Basement +Hollow Plinth +6 floors
• No. of Residential Units:460
• No. of Commercial Units:10
• Details of amenities if any: -
11. No. of expected residents / users
2790 person
12. Water & waste water details during construction phase
• Water requirement (KL/day): 24.0
• Source of water: Water supply from Ahmedabad Municipal Corporation
• Waste water generation quantity (KL/day): 3.0
• Mode of disposal: Into drainage line of Ahmedabad Municipal
Corporation (AMC).
• Details of reuse of water, if any: No
13. Water & waste water details during operation phase
• Total water requirement (KL/day): 315.0
• Fresh water requirement (KL/day): 192.0
• Source of water: Water supply from Ahmedabad Municipal Corporation
(AMC).
• Waste water generation quantity (KL/day): 250.0
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for gardening &
flushing purpose within premises and remaining quantity of treated
sewage will be discharged into the drainage line of AMC.
• In case of STP provision, capacity of STP: 150 KL/day
• STP Technology: FMR technology
• Purposes for treated sewage utilization: Flushing and gardening.
• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 3.0.
2. Flushing (KL/day): 120.0
• Provision of dual plumbing system (Yes/No): -Yes
• Quantity and type (treated/untreated) of water to be discharged: Sewage
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to be generated will be treated in the proposed on site STP. Treated
sewage will be reused for gardening & flushing purpose within premises
and remaining quantity of treated sewage will be discharged into the
drainage line of AMC.
• Mode of disposal: as above.
14. Status of water supply and drainage line
Water supply & drainage line of AMC are available in the area.
15. Solid waste Management
Construction Phase:
Description Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 3,140.0 3,140.0 For garden development
Other excavated earth
18,580.0 9,290.0 m3 will be reused for back filling
Remaining will be handed over to AMC.
Construction debris
800.0 240.0m3 will be reused for internal road sub base
Steel scrap 800 (Kg) -- Sell to Actual Users/ vendors
Discarded packing materials
200 Kg -- Sell to Actual Users/ vendors
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste &
Wet waste
1,395.0
Organic waste and In organic waste will be collected in different buckets.
The recyclable waste will be sold off to recyclers. The non-recyclable solid waste to be generated will be transferred to the nearest collection point of AMC.
• Details of segregation if to be done: collection of organic and inorganic
waste will be in different buckets and it will be subsequently collected by
AMC.
• Capacity and no. of community bins to be placed within premises: No of
Bins: 62; Volume of Bins: 80 Lit each
• Landfill site where waste will be ultimately disposed by local authority: at
the nearest MSW collection point of AMC.
16. Parking Details • Total parking area requirement for the project as per GDCR: 4,313.67
m2
• Total parking area requirement for the residential units as per GDCR:
4,074.45 m2
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• Total parking area requirement for the commercial units as per GDCR:
239.22 m2
• Total Parking area provided (m2) & No. of CPS: 10,494.74m2& 372
CPS
• Parking area provided in hollow plinth (m2) & No. of CPS: 1,918.81m2&
69 CPS.
• Parking area provided in basement (m2) & No. of CPS: 5,748.77 m2&
180 CPS.
• Parking area provided as open surface (m2) & No. of CPS:
2,827.17m2& 123 CPS.
17. Traffic Management
• Width of adjacent public roads: 18.20 m.
• Number of Entry & Exit provided on approach road/s: 1gate will be
provided.
• Width of Entry & Exit provided on approach road/s: 7.5 m
• Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation): 3.75 m.
• Width of all internal roads: 7.5 m
18. Details of Green Building measures proposed.
Use of transformers &motors having minimum efficiency of 85%, use of
CFL lights in common areas, use of light colours for walls & ceiling to
reduce the light absorption & to minimize cooling requirement, rain water
harvesting through ground water recharge, provision of STP & reuse of
treated sewage, segregation of solid waste & treatment into the OWC etc.
19. Energy Requirement, Source and Conservation
• Power supply:
Maximum demand:1420 KW
Connected load: 1420 KW
• Source : Torrent Power Limited
• Energy saving measures: Use of transformers & motors having
minimum efficiency of 85%, use of CFL lights in common areas, use of
light colours for walls & ceiling to reduce the light absorption & to
minimize cooling requirement, 10 nos. of solar street lightsetc.
• DG Sets:
No. and capacity of the DG sets: 1 x 65 KVA
Fuel & its quantity: diesel (10Liter/h)
20. Fire and Safety Measures
Fire extinguishers and fire safety system will be providing as per GDCR.
21. Details on staircase
Type & no. of buildings
No. of floors Floor area (m2)
No. of staircase
Width of the staircase(m)
Travel distance (m)
A+B B+HP+6 575.19 2 1.52 <25 C+D+E+F B+G+14 884.53 4 2.0 <25
G+H B+HP+14 577.34 2 2.11 <25
22. Rain Water Harvesting (RWH)
• Level of the Ground water table: 100 m
• No. & dimensions of RWH tank(s):
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• No. and depth of percolations wells: 2 nos.
• Details on pre-treatment facilities : Filtration & removal of oil & grease
23. Green area details
• Tree covered area (m2): 380.0
• Area covered by shrubs and bushes (m2): 50.0
• Lawn covered area (m2): 354.85
• Total Green Area (m2): 784.85
• Green Area % of plot area: 10 %
• No. of trees and species to be planted: 117 trees.
24. Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Total 20 lacsis proposed for municipal solid waste collection & disposal, sewage disposal charges, green belt development & rain water harvesting.
25. Proposed dust control measures during the construction phase
Water sprinkling, covering loose construction material with tarpaulin while
storage & transportation etc.
26. Eco friendly building material usage details.
Use of Ready Mix Concrete (RMC).
27. Details on amenities to be provided to the construction workers.
Drinking water, doctor service, financial support to workers’ children for
education & food, safety appliances, sanitary facility etc.
28. Documents related to land possession.
Copy of registered sale deed submitted shows that the NA land of F.P.No.1
of T.P.S.No.3 admeasuring 7,792 m2 is in the name of M/s Nila
Infrastructures Ltd.
During the meeting,It was presented that no any kind of construction activity has been started for the
project even after obtaining earlier environmental clearance. It was noticed that the built up area of the
project is increasing and planning of the project is changed compared to the earlier proposal for which the
EC was obtained. The project proponent was suggested to surrender the Environmental Clearance
obtained for the project and it was decided to consider the proposal as a fresh proposal. Copy of
permission obtained from Airports Authority of India, for permissible building height of 60 m above ground
level, was presented during the meeting. After detailed discussion, it was decided to consider the project
only after the submission of the following:
1. Copy of application made for surrendering the earlier Environmental Clearance order.
2. Layout plan showing location of the STP & OWC along with the details like space requirement in view
of dimensions of the proposed OWC & STP as well as associated activities.
3. Location of the percolation wells on the layout plan of the project and justification for the proposed
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location of percolation wells.
4. Details of the activities to be carried out under Corporate Environment Responsibility along with the
details of basis considered for the selection of the proposed activity/ies, fund allocation (as per the
MoEFCC’s Office Memorandum dated 01/05/2018), time bound action plan etc.
5. Details & plan proposed for health, safety & welfare of construction workers in compliance to the
provisions of Building and Other Construction Workers’(Regulation of Employment & Conditions of
Service) Act 1996 & Rules made there under.
6. Details on solar energy utilization for the proposed project.
3. Diamond Infraspace LLP
R.S.No. 296/P9, Mavdi, Rajkot. Screening / scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/73517/2018]
2. Type of Project Residential
3. Project / Activity No. [8(a) or 8(b)]
8 (a)
4. Name of the project
Residential Building
5. Name of Developer
M/s. Diamond Infraspace LLP
6. Estimated Project Cost (Rs. In Crores)
Rs. 37 Crore
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Site coordinates 1. 22o 14’ 52.59” N 70o 45’ 15.48” E
2. 22o 14’ 52.88” N 70o 45’ 18.79” E
3. 22o 14’ 51.32” N 70o 45’ 19.18” E
4. 22o 14’ 50.62” N 70o 45’ 15.97” E
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9. Project Details • Land / Plot Area (m2): 5,261.10 (Net plot area (m2): 4,734.94)
• FSI area (m2):14,168.08
• Total BUA (m2): 21,825.81
Permissible Proposed
FSI Area, (m2) 14,204.97 14,168.08
Ground Coverage, (m2) - 1,191.17
Common Plot Area, (m2) 526.11 526.16
Max. building height, (m) - 69.45
10. Building Details • No. of Buildings: 2
• No. of Blocks: 2
• Scope of buildings/blocks: 1 building: Basement + hollow plinth + 21
floors, 1 building: Basement + hollow plinth + 20 floors
• No. of Residential units: 82 units
• Details of amenities if any:
11. No. of expected residents / users
492 persons
12. Water & waste water details during construction phase
• Water requirement (KL/day): 22.10
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 1.68
• Mode of disposal: Septic tank & soak pit system.
• Details of reuse of water, if any: No
13. Water & waste water details during operation phase
• Total water requirement (KL/day):79.80
• Freshwater requirement(KL/day):43.80
• Source of water: Water supply from Rajkot Municipal Corporation
• Waste water generation quantity (KL/day): 59.04
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for gardening &
flushing purposes within premises and only remaining quantity of
treated sewage will be discharged into the drainage line of RMC.
• In case of STP provision, capacity of STP: 125 KL/day
• STP Technology: Primary, secondary & tertiary treatment.
• Purposes for treated sewage utilization: Treated sewage will be
utilized in gardening and flushing.
• Quantity of treated sewage to be reused:
1.Gardening(KL/day): 6.0
2. Flushing (KL/day): 30.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of water to be
discharged:Sewage to be generated will be treated in the proposed
onsite STP. Treated sewage will be used for gardening & flushing
purpose within premises and remaining quantity of treated sewage will
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be discharged into the drainage line of RMC.
• Mode of disposal: as above.
14. Status of water supply and drainage line
Water supply & drainage line of RMC will be available to the project during the operation phase of the project.
15. Solid waste Management
Construction Phase:
Description Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 1,500.0 1,500.0
For garden development
Other excavated earth 2,000.0 2,000.0
1,000.0m3 will bereused for back filling &1,000.0 m3 for internal road development
Construction debris
15.0
4.50m3 will bereused for
development of internal road &
pavement.
Remaining will be send to the nearest collection point of RMC
Steel scrap 15.0 30% reuse
Sell to recyclers Discarded packing materials
6.0 -
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection (Kg/day)
Mode of Disposal / Reuse
Dry waste Wet waste
246 Wet waste and dry waste will be collected in different buckets.
The recyclable waste will be sold off .The organic waste will be treated in the proposed onsite Organic waste convertor.
• Details of segregation if to be done: Collection of wet and dry waste
will be in different buckets and it will be subsequently treated in waste
to compost machine
• Capacity and no. of community bins to be placed within premises: No
of Bins: 48 nos.; Volume of Bins: 80 Lit each
• Landfill site where waste will be ultimately disposed by local authority:
at the nearest waste collection point of RMC.
16. Parking Details • Total parking area requirement for the project as per GDCR: 2,923.62
m2
• Total parking area requirement for the residential project as per GDCR:
2,923.62 m2
• Total Parking area provided (m2) & No. of CPS: 4,841.3m2 &171 CPS
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• Parking area provided in hollowplinth (m2) & No. of CPS: 1,151.17 m2 &
41 CPS
• Parking area provided as open surface (m2) & No. of CPS: 859.21 m2
&37 CPS.
• Parking area provided as open surface mechanical parking (m2) & No.
of CPS: 425.19 m2 &18 CPS
• Parking area provided in Basement (m2) & No. of CPS: 2,405.73 m2 &
75 CPS
17. Traffic Management
• Width of adjacent public roads: 45 m
• Number of Entry & Exit provided on approach road/s: Two gates will be
provided.
• Width of Entry & Exit provided on approach road/s: 6 m
• Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation): 6m
• Width of all internal roads: 6m
18. Details of Green Building measures proposed.
Provision to install aerated coke (foam type) in wash basins, kitchen, low
flush water closets in toilet and pressure reducing valves in water
pipeline, ground water recharge through rain water harvesting system
etc.
19. Energy Requirement, Source and Conservation
• Power supply:
Maximum demand: 200 HP
Connected load: 200 HP
• Source : PGVCL
• Energy saving measures: Use of transformers and motors having
minimum efficiency of 85%, use of LED/solar LED light in the common
areas, use of light coloursfor the walls and ceiling to reduce the light
absorption and minimize the cooling requirement etc.
• DG Sets:
No. of DG sets &capacity: 1 x 82.5 KVA
Fuel & Quantity: HSD (12 lits/hr)
20. Fire and Life Safety Measures
Fire extinguishers & fire alarm at each floor, hose reel, fire hydrant,
underground water tank of 100 KL & overhead tank of 20KL on each
block etc.
21. Details on staircase
Type & no. of buildings
No. of floors Floor area (m2)
No. of staircase
Width of the staircase(m)
Max. Travel distance (m)
A B+HP+21 374.67 1 2.0 27.0
B B+HP+21 316.90 1 2.0 27.0
22. Rain Water Harvesting (RWH)
• Level of the Ground water table: 13 m below ground level
• No. and depth of percolations wells : 4 nos.
• Details on Pre-treatment facilities : --
23. Green area details
• Tree covered area (m2) : 194.06
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• Area covered by shrubs and bushes (m2): included in lawn covered
area
• Lawn covered area (m2): 150.0
• Total Green Area (m2): 344.06
• Green Area % of plot area: 6.53 %
• No. of trees and species to be planted: 130
24.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Green belt development : 12 Lacs STP, Drainage and rain water harvesting: 20 lacs Solar and energy saving: 20 lacs Waste to Compost machine: 15 lacs Total: 67 Lacs
25. Proposed dust control measures during the construction phase
All the loose material either stacked or transported will be provided with
suitable covering such as tarpaulin. Water sprinkling on roads &
construction material except cement.
26. Eco friendly building material usage details.
Fly ash bricks & aerated block for wall partition, paving blocks inparking areas & walk way, RMC (Ready Mix Concrete) for flooring, foundation, lead free paints for wall & ceiling.
27. Details of
amenities to be
provided to
construction
workers.
All the basic facilities like tap water, sanitation & drinking water, first aid box, free medicines & doctor service, adequate PPE’s etc.
28. Documents
related to land
possession.
Copy of register sale deed submitted shows that the NA land is in the name of M/s. Diamond Infrastructure Pvt. Ltd.
During the meeting,it was found that the project proponent has submitted a copy of application made for
obtaining NOC from Airports Authority of India.After detailed discussion, it was decided to consider the
project only after submission of the following:
1. Copy of permission obtained from Airports Authority of India for the proposed building height.
2. Details of provisions to make the project energy efficient and adoption of modes of alternative eco
friendly sources of energy, solar water heater, solar street lighting, LED lighting etc. Details along with
back up calculation showing how the additional energy consumption in such type of high rise buildings
will be compensated with the proposed energy conservation measures.
7. Layout plan showing location of the STP & OWC along with the details like space requirement in view
of dimensions of the proposed OWC & STP as well as associated activities.
8. Location of the percolation wells on the layout plan of the project and justification for the proposed
location of percolation wells.
9. Details of the activities to be carried out under Corporate Environment Responsibility along with the
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details of basis considered for the selection of the proposed activity/ies, fund allocation (as per the
MoEFCC’s Office Memorandum dated 01/05/2018), time bound action plan etc.
3. Details & plan proposed for health, safety & welfare of construction workers in compliance to the
provisions of Building and Other Construction Workers’(Regulation of Employment & Conditions of
Service) Act 1996 & Rules made there under.
4. Copy of NOC obtained from Fire & Emergency Services of Rajkot Municipal Corporation.
4. Ved Arcade T.P.S. No. 113 of F.P. No. 164, Vastral, Vatva, Ahmedabad
Screening / scoping & appraisal.
It was unanimously decided to consider the proposal only after verifying the status of initiation of
construction activity at the project site through site visit by Gujarat Pollution Control Board.
5. The Florenza Survey No. 125/p, F.P. No. 42, Plot No. 1+2, T.P.S. No. 23, Motamava, Rajkot
Screening / scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/73730/2018]
2. Type of Project Residential & Commercial Project
3. Project/Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project The Florenza
5. Name of Developer Mr. Dilipkumar S.Ladani
6. Estimated Project Cost (Rs. In Crores)
Rs. 68crores
7. Whether construction work has been initiated at site? If yes, details thereof.
No, construction work has not started.
8. Site coordinates 1. 22o 15’ 51.81” N 70o 44’ 44.05” E
9. Project Details • Land /Plot Area (m2): 7,931.08
• FSI area (m2):21,401.56
• Total BUA (m2):39,441.39
Permissible Proposed
FSI Area(m2) 21,413.91 21,401.56
Ground Coverage(m2) -- 3,390.22
Common Plot Area(m2) 793.11 810.66
Max. building height(m) -- 39.97
10. Building Details • No. of Buildings: 3 (2 residential +1 commercial)
• No. of Blocks: 3 (2 residential +1 commercial)
• Scope of buildings/blocks: 2 Residential buildings: 2 level basements + hollow plinth +14 floors; 1Commercialbuilding: 2 level basements + ground floor+ 6 floors
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• No.& size of Residential Units: 52 flats
• No. & type of Commercial Units: 33 shops + 80 offices + 2 showrooms
• Details of amenities if any: --
11. No. of expected residents / users
208occupants from flats,105from shops& showrooms, 240 from offices
12. Water & waste water details during construction phase
• Water requirement (KL/day): 55.50
• Source of water: Water tankers
• Waste water generation quantity (KL/day): 4.95
• Mode of disposal: Soak pit
• Details of reuse of water, if any: N.A.
13. Water & waste water details during operation phase
• Total water requirement (KL/day): 72.50
• Fresh water requirement (KL/day): 43.0
• Source of water: Water supply from Rajkot Urban Development
Authority (RUDA)
• Waste water generation quantity (KL/day): 92.50
• Mode of disposal: Sewage to be generated will be segregated
into grey & black sewage. Grey sewage will be treated in the
proposed onsite STP. Treated grey sewage will be reused for
gardening and flushing within premises and remaining quantity of
treated grey sewage along with the untreated black sewage will
be discharged into the drainage line of RUDA.
• In case of STP provision, capacity of STP: 40 KL/day
• Purposes for treated sewage utilization: Gardening& flushing
• Quantity of treated water to be reused: 1. Gardening(KL/day):5.5
2. Flushing(KL/day): 24.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of water to be discharged:
Sewage to be generated will be segregated into grey & black
sewage. Grey sewage will be treated in the proposed onsite STP.
Treated grey sewage will be reused for gardening and flushing
within premises and remaining quantity of treated grey sewage
along with the untreated black sewage will be discharged into the
drainage line of RUDA.
• Mode of disposal: as above.
14. Status of water supply and drainage line
Water supply& drainage line will beprovided byRUDA.
15. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be
reused (m3)
Mode of Disposal /Reuse
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Top Soil 3,600.0 3,600.0 Will be used for landscape development & tree plantation area.
Other excavated earth
4,975.0 4,975.0 Reuse for back filling &for internal road development.
Construction debris
300 300 Construction debris will be refilled at low lying areas within the project premises.
Steel scrap 150kgs -- Sold to local scrap vendors
Discarded packing materials
80kgs -- Sold to recyclers
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal /Reuse
Dry waste 114.15 Into bins (Blue color) to be provided within premises.
Through door to door waste collection system of RUDA.
Wet waste
76.10 Into bins (Green color) to be provided within premises.
It will be processed in the Organic Waste Converter (OWC) machine within premises. Manure will be used for greenbelt development within premises.
STP Sludge
60 from SDB Collection, storage and used as manure for greenbelt developmentwithin premises after drying.
• Details of segregation if to be done:Separate bins will be provided
to collect dry and wet waste.
• Capacity and no. of community bins to be placed within
premises:Total 45 bins with 80 lit capacities will be provided.
• Landfill site where waste will be ultimately disposed by local
authority: at the nearest MSW dumping / landfill site of RUDA.
16. Parking Details • Total parking area requirement for the project as per GDCR:10,700.78m2
• Parking area requirement for residential units as per GDCR:
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6,524.92 m2
• Parking area requirement for Commercial units as per GDCR:4,175.86m2
• Total number of CPS requirement for the project as per NBC:219 CPS
• Number of CPS requirement for residential units as per NBC: 52CPS
• Number of CPS requirement for commercial units as per NBC:167CPS
• Total Parking area provided (m2) & No. of CPS:10,008.05m2&327CPS
• Parking area provided in hollow plinth (m2) & No. of CPS: 2,130.52 m2& 76CPS
• Parking area provided at 1st floor (m2) & No. of CPS: 1,237.86m2& 44 CPS
• Parking area provided in upper basement(m2) & No. of CPS:4,450.88m2&139 CPS
• Parking area provided in lower basement (m2) & No. of CPS: 2,188.79 m2& 68 CPS
17. Traffic Management • Width of adjacent public roads:24.0m & 18.0 m
• Number of Entry & Exit provided on approach road/s: one gate will be provided
• Width of Entry & Exit provided on approach road/s:
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation):
• Width of all internal roads:
18. Details of Green Building measures proposed.
Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights.
19. Energy Requirement, Source and Conservation
• Power supply:
Maximum demand: 1600 KW
Connected load: 1600 KW
• Source: PGVCL
• Energy saving measures: use of solar LED lights in the common
areas, use of energy efficient electrical appliances like LED (CFL),
maximum use of natural light through proper building orientation
etc.
• DG Sets:
No. and capacity of the DG sets: 3 x 125 KVA
Fuel & its quantity:HSD (30 lit/hr. each)
20. Fire and Life Safety Measures
• Dedicated underground & terrace water tanks for firefighting2 x 50
KLD &2 x 20 KLD respectively, fire extinguishers, fire alarms, hose
reels, external hydrants & wet risers, automatic sprinkler system in
basement, pumping arrangement system-riser with pressure pump,
first aid box, displaying of important telephone numbers etc.
• Name of the nearest fire station: Mavdifire station
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Distancefrom the project site: About 5.0Km
Time required by the fire tender to reach the project site:7-8 minutes.
21. Details on staircase:
Type of block
No. of floors Floor area (m2)
No. of staircase
Width of Staircase (m)
Travel Distance (m)
A, B 2B+HP+14 503.42 1 1.52 23.37
C 2B+GF+6 1,389.78 1 2.01 34.40
22. Rain Water Harvesting (RWH)
• Level of the Ground water table:35m BGL
• No. & dimensions of RWH tank(s):--
• No. and depth of percolations wells:2 nos.
• Details on Pre-treatment facilities:Screen pit before the percolation well
23. Green area details • Tree covered area (m2): 317.24
• Area covered by shrubs and bushes (m2):--
• Lawn covered area (m2): 810.66
• Total Green Area (m2):1,127.90
• Green Area % of plot area:14.22%
• No. of trees and species to be planted: 120treesof Asopalav, Limbdo, Kadam, Mango, Gulmohar, Jambu, Badam etc.
24.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
• Allocation of Rs. 45.0lacs has been proposed for water sprinklers, barricades, waste water & waste management, provision of PPEs etc. during the construction phase. Capital cost of Rs. 65 lacs and recurring cost of Rs. 25.0lacs has been proposed for installation of energy efficient appliances, greenbelt development, rain water harvesting & ground water recharge, waste water management, solid waste management etc. during the operation phase.
25. Proposed dust control measures during the construction phase
Water sprinkling, paved road &tree plantation for dust suppression, construction material storage area will be covered with tarpaulin sheets, and trucks used for transportation of construction material will be covered to avoid dust dispersion at site.
26. Eco friendly building material usage details
Fly ash bricks, aerated blocks, fly ash paving blocks, RMC (Ready Mix Concrete), pozzolana cement will be used, lead free paint, enamels will be used for painting wooden and metal surfaces, energy efficient lifts; LED lighting will be used at the project site.
27. Basic amenities to be provided to construction workers
Adequate sanitation facilities, drinking water, medical facilities will be provided to all workers, PPEs will be provided to labours
28. Documents related to land possession
Copies of Village from No. 6 & 8 A submitted by them show that
theland is in the name of M/s Garden Classic Realty, a partnership
firm through its partners including the name of applicant
Mr.Dilipkumar S. Ladani. Consent of other partners is submitted.
During the meeting,it was presented that the drainage network is already available in the area and water
supply will be available to the project during the operation phase after getting B.U permission.After detailed
discussion, it was decided to consider the project only after submission of the following:
1. Copy of permission obtained from Airports Authority of India for the proposed building height.
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2. To the scale layout plan showing actual width of entry/exit, peripheral margin space, common open plot
area, width of internal roads etc..
3. Revised details with increased parking area provision for the project along with the backup calculations
& parking plans.
4. Layout plan showing location of the STP & OWC along with the details like space requirement in view
of dimensions of the proposed OWC & STP as well as associated activities.
5. Details of maximum travel distance to the staircase from the farthest corner of the floor in case of
proposed commercial building and firefighting measures proposed considering the maximum travel
distance in view of the provisions of CGDCR – 2017 & NBC norms.Plans showing provision of 2 nos.
of staircases in the buildings having floor area more than 500 m2 on each floor.
6. Details & plan proposed for health, safety & welfare of construction workers in compliance to the
provisions of Building and Other Construction Workers’(Regulation of Employment & Conditions of
Service) Act 1996 & Rules made there under.
7. Details of the activities to be carried out under Corporate Environment Responsibility along with the
details of basis considered for the selection of the proposed activity/ies, fund allocation (as per the
MoEFCC’s Office Memorandum dated 01/05/2018), time bound action plan etc.
6. Swastik Highlands Survey No. 225/1/1 Paiki, Plot No. 3, Raiya, Rajkot
Screening / scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/73775/2018]
2. Type of Project Residential & Commercial Project
3. Project/Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project Swastik Highlands
5. Name of Developer Mr. Meet V Devani
6. Estimated Project Cost (Rs. In Crores)
Rs. 250crores
7. Whether construction work has been initiated at site? If yes, details thereof.
No, construction work has not started.
8. Project Details • Land /Plot Area (m2): 7,872.84
• FSI area (m2): 21,252.0
• Total BUA (m2):29,536.73
Permissible Proposed
FSI Area(m2) 21,256.66 21,252.0
Ground Coverage(m2) -- 2464.49
Common Plot Area(m2) 787.28 788.44
Max. building height(m) -- 44.78
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9. Building Details • No. of Buildings: 5
• No. of Blocks: 6
• Scope of buildings/blocks:3 Buildings: Basement + ground floor + 12 floors; 2 buildings: Basement + ground floor + 14 floors
• No.& size of Residential Units: 290 flats
• No. & type of Commercial Units: 24 shops
• Details of amenities if any: Club house
10. No. of expected residents/users
1160occupants from flats and 70from shops
11. Water & waste water details during construction phase
• Water requirement (KL/day): 43.0
• Source of water: Water tankers
• Waste water generation quantity (KL/day): 2.70
• Mode of disposal: Soak pit
• Details of reuse of water, if any: N.A.
12. Water & waste water details during operation phase
• Total water requirement (KL/day): 162.50
• Fresh water requirement (KL/day): 106.60
• Source of water: water supply from Rajkot Urban Development Authority (RUDA)
• Waste water generation quantity (KL/day): 142.20
• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening and flushing within premises and remaining quantity of treated sewage will be discharged into the drainage line of RUDA.
• In case of STP provision, capacity of STP: 90 KL/day
• Purposes for treated sewage utilization: Gardening& flushing
• Quantity of treated sewage to be reused: 1. Gardening(KL/day):5.0; 2. Flushing(KL/day): 50.90
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening and flushing within premises and remaining quantity of treated sewage will be discharged into the drainage line of RUDA.
• Mode of disposal: as above.
13. Status of water supply and drainage line
Water supply& drainage line will beprovided by RUDA.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused
(m3)
Mode of Disposal /Reuse
Top Soil 1,984.0 1,984.0 Used for landscape development & tree plantation area.
Other excavated earth
4,875.0 4,875.0 Reuse for back filling & for internal road development.
Construction debris
280 280 Construction debris will be refilled at low lying areas
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within the project premises.
Steel scrap 170 kgs -- Sold to local scrap vendors
Discarded packing materials
80 kgs -- Sold to recyclers
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal /Reuse
Dry waste
358.80 Into bins (Blue color) to be provided within premises.
Through door to door waste collection system of RMC.
Wet waste
239.20 Into bins (Green color) to be provided within premises.
It will be processed in Organic Waste Converter (OWC) machine within premises. Manure will be used for greenbelt development within premises.
STP Sludge
135.0 SDB Collection, storage and used as manure for greenbelt developmentwithin premises after drying.
• Details of segregation if to be done:Separate bins will be provided to collect dry and wet waste.
• Capacity and no. of community bins to be placed within premises:Total 50 bins with 80 lit capacities will be provided.
• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW dumping / landfill site of RUDA.
15. Parking Details • Total parking area requirement for the project as per GDCR: 4,362.04 m2
• Parking area requirement for residential units as per GDCR: 4,114.54 m2
• Parking area requirement for Commercial units as per GDCR: 247.50 m2
• Total Parking area provided (m2) & No. of CPS:10,007.86m2&358CPS
• Parking area provided in basement including mechanical parking(m2) & No. of CPS: 4,279.22 m2 & 134 CPS
• Parking area provided in hollow plinth (m2) & No. of CPS: 1,519.47 m2& 54CPS
• Parking area provided in hollow plinth as mechanical parking (m2) & No. of CPS: 1,519.47 m2& 54CPS
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• Parking area provided as open surface (m2) & No. of CPS: 1,344.85m2&58 CPS
• Parking area provided as open surface mechanical parking (m2) & No. of CPS: 1,344.85m2&58 CPS
16. Traffic Management • Width of adjacent public roads:18.0m.
• Number of Entry & Exit provided on approach road/s:2 gates will be provided
• Width of Entry & Exit provided on approach road/s:6.0 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4.59 m
• Width of all internal roads:6.0 m
17. Details of Green Building measures proposed
Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights.
18. Energy Requirement, Source and Conservation
• Power supply:
• Maximum demand: 1800 KW Connected load: 1800 KW
• Source: Gujarat Electricity Board (PGVCL)
• Energy saving measures: Solar panel at roof top, use of energy efficient electrical appliances like LED (CFL), maximum use of natural light through proper building orientation
• DG Sets: No. and capacity of the DG sets: 2 x 225 KVA Fuel & its quantity:HSD (30 lit/hr.)
19. Fire and Life Safety Measures
• Dedicated underground & terrace water tanks for firefighting6 x 100 KLD &6 x 50 KLD respectively, fire extinguishers, fire alarms, hose reels, external hydrants & wet risers, automatic sprinkler system in basement, pumping arrangement system-riser with pressure pump, first aid box, displaying of important telephone numbers etc.
• Name of the nearest fire station: RamdevPirfire station Distancefrom the project site: About 1.5Km Time required by the fire tender to reach the project site:4-5 minutes.
20. Details on staircase:
Type & no. of buildings
No. of floors Floor area (m2)
No. of staircase
Width of Stair case (m)
Travel Distance
(m)
Block A+B 2B+G+12 643.08 2 2.00 19.23
Block C 2B+G+14 320.36 1 2.00 18.58
Block D , E 2B+G+12 233.89 1 2.00 15.48
Block F 2B+G+14 198.97 1 2.01 17.25
21. Rain Water Harvesting (RWH)
• Level of the Ground water table:15m BGL
• No. & dimensions of RWH tank(s):--
• No. and depth of percolations wells:2
• Details on Pre-treatment facilities:Screen pit before the percolation well
22. Green area details • Tree covered area (m2): 236.18
• Area covered by shrubs and bushes (m2):--
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• Lawn covered area (m2): 788.44
• Total Green Area (m2):1,024.62
• Green Area % of plot area:13.01%
• No. of trees and species to be planted: 120 trees of Asopalav, Limbdo, Kadam, Mango, Gulmohar, Jambu, Badam etc.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
• Allocation of Rs. 85 lacs has been proposed for water sprinklers, barricades, waste water & waste management, provision of PPEs etc. during the construction phase. Capital cost of Rs. 1.5Crores and recurring cost of Rs. 65.0lacs has been proposed for installation of energy efficient appliances, greenbelt development, rain water harvesting & ground water recharge, waste water management, solid waste management etc. during the operation phase.
24. Proposed dust control measures during the construction phase
Water sprinkling, paved road &tree plantation for dust suppression, construction material storage area will be covered with tarpaulin sheets, and trucks used for transportation of construction material will be covered to avoid dust dispersion at site.
25. Eco friendly building material usage details
Fly ash bricks, aerated blocks, fly ash paving blocks, RMC (Ready Mix Concrete), pozzolana cement will be used, lead free paint, enamels will be used for painting wooden and metal surfaces etc.
26. Basic amenities to be provided to construction workers
Adequate sanitation facilities, drinking water, medical facilities will be provided to all workers, PPEs will be provided to labours
27. Documents related to land possession
Copy of village from No.2 submitted shows that NA landis in the name of M/s Swastik Builders through its partners including the name of the applicant Mr. Meet V. Devani. Notarized Consent of other partners is submitted
During the meeting,after detailed discussion, it was decided to consider the project only after submission of
the following:
1. Site Co-ordinates of the project site.
2. Copy of permission obtained from Airports Authority of India for the proposed building height.
3. Layout plan showing location of the STP & OWC along with the details like space requirement in view
of dimensions of the proposed OWC & STP as well as associated activities.
4. Details & plan proposed for health, safety & welfare of construction workers in compliance to the
provisions of Building and Other Construction Workers’(Regulation of Employment & Conditions of
Service) Act 1996 & Rules made there under.
5. Details of the activities to be carried out under Corporate Environment Responsibility along with the
details of basis considered for the selection of the proposed activity/ies, fund allocation (as per the
MoEFCC’s Office Memorandum dated 01/05/2018), time bound action plan etc.
7. Rajkot Bus Terminal City Survey No. 81, Dhebar Road, Rajkot Screening / scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/73958/2018]
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2. Type of Project
Rajkot Bus Terminal & Commercial project
3. Project / Activity No. [8(a) or 8(b)]
8 (a)
4. Name of the project
Rajkot Bus Terminal
5. Name of Developer
Gujarat State Road Transport Corporation
6. Estimated Project Cost (Rs. In Crores)
Rs. 48crores
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Site coordinates
1. 22o 17’ 28.30” N 70o 48’ 08.30” E
9. Project Details • Land / Plot Area (m2): 12,499.31
• FSI area (m2):23,579.56
• Total BUA (m2): 50,115.52
Permissible Proposed
FSI Area, (m2) 28,973.275 23,579.56
Ground Coverage, (m2) --- 6,211.27
Common Plot Area, (m2) --- 910
Max. building height, (m) --- 18.73
10. Building Details
• No. of Buildings:1
• No. of Blocks: 1
• Scope of buildings/blocks: 2 level basement + ground floor + 4 floors
• No. of Commercial units: Bus station, 422 shops/offices,Dormitory, Rest
Rooms, Food courts, Restaurant Zone, Game Zone.
• Details of amenities if any: --
11. No. of expected users
422 persons + 50000 persons
12. Water & waste water details during construction phase
• Water requirement (KL/day): 34.50
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 3.60
• Mode of disposal: Septic tank & soak pit system.
• Details of reuse of water, if any: No
13. Water & waste water details during operation
• Total water requirement (KL/day):2,316.97
• Fresh water requirement (KL/day): 1,153.49
• Source of water: Water supply from Rajkot Municipal Corporation
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phase • Waste water generation quantity (KL/day): 1,845.57
• Mode of disposal: Sewage to be generated will be treated in the proposed
onsite STP. Treated sewage will be reused for gardening and flushing
within premises and remaining quantity of treated sewage will be
discharged into the drainage line of RMC
• In case of STP provision, capacity of STP: 1950 KL/day& 50 KL/day
• Purposes for treated sewage utilization: Gardening& flushing
• Quantity of treated sewage to be reused: 1. Gardening(KL/day): 10.0; 2. Flushing(KL/day): 1,153.48
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening and flushing within premises and remaining quantity of treated sewage will be discharged into the drainage line of RMC.
• Mode of disposal: as above.
14. Status of water supply and drainage line
Water supply will be from RMC line &drainage connection provided by RMC.
15. Solid waste Management
Construction Phase:
Description Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 1,500.0 1,500.0 For garden development
Other excavated earth
2,000.0 2,000.0 50 % reuse for back filling & 50 % for internal road development
Construction debris
15.0
4.50m3 will be reused for
development of internal road &
pavement.
Send to the nearest collection point of RMC
Steel scrap 15.0 --
Sell to recyclers Discarded packing materials
6.0 -
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection (Kg/day)
Mode of Disposal / Reuse
Dry waste Wet waste
25,633.0 Wet waste and Dry waste will be collected in different
The recyclable waste will be sold off .The organic waste to be generated will be treated in onsite waste to compost machine and compost will be used in gardening. Other garbage will be finally disposed
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buckets.
through RMC.
• Details of segregation if to be done: Collection of wet and dry waste will
be in different buckets.
• Capacity and no. of community bins to be placed within premises: No of
Bins: 48 nos.; Volume of Bins: 80 Lit each
• Landfill site where waste will be ultimately disposed by local authority:
Final disposal through RMC.
16. Parking Details
• Total parking area requirement for the project as per GDCR: 11,789.78
m2.
• Total number of CPS requirement for the project as per NBC:472 CPS
• Total Parking area provided (m2) & No. of CPS: 21,914.56 m2 for 587
CPS & 30 Bus Bays
• Parking area provided as open surface (m2) & No. of CPS: 3,139.92 &30
bus bays
• Parking area provided in Basement (m2) & No. of CPS: 18,774.64 m2 &
587 CPS
17. Traffic Management
• Width of adjacent public roads: 30 m
• Number of Entry & Exit provided on approach road/s:
• Width of Entry & Exit provided on approach road/s:
• Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation):
• Width of all internal roads:
18. Details of Green Building measures proposed.
Provision to install aerated coke (foam type) in wash basins, low flush water
closets in toilet and pressure reducing valves in water pipeline, ground
water recharge through rain water harvesting system, provision of STP &
reuse of treated sewage, segregation of solid waste & treatment of organic
waste etc.
19. Energy Requirement, Source and Conservation
• Power supply:
Maximum demand: 200 HP
Connected load: - 200 HP
• Source: PGVCL
• Energy saving measures: Use of transformers and motors having
minimum efficiency of 85%, use of LED/Solar LED light in the common
areas, use of light coloursfor the walls and ceiling to reduce the light
absorption and minimize the cooling requirement etc.
• DG Sets:
No. of DG set & capacity: 1 x 82.5 KVA
Fuel & Quantity: HSD (12 lits/hr)
20. Fire and Life Safety Measures
Fire extinguishers, hose reel, wet riser, yard hydrant, manually operated
electric fire alarm system, automatic fire detection & alarm system, 2 nos. of
underground water storage tanks each of 200 KL capacity, 5 nos. of
overhead tanks each of 20 KL capacity, automatic sprinkler system etc.
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21. Details on staircase
Type & no. of buildings
No. of floors Floor area (m2)
No. of staircase
Width of the staircase(m)
Max. Travel distance (m)
1 2B+G+4 5,768.16 9 staircases in basement, ground floor & 1st floor. 8 staircases for 2nd to terrace floor.
2.0 <25
22. Rain Water Harvesting (RWH)
• Level of the Ground water table: 13 m below ground level
• No. and depth of percolations wells: 5
• Details on Pre-treatment facilities : --
23. Green area details
• Tree covered area (m2): 480.0
• Area covered by shrubs and bushes (m2): included in lawn covered
area
• Lawn covered area (m2): 270.0
• Total Green Area (m2): 750.0
• Green Area % of plot area: 6 %
• No. of trees and species to be planted: 230
24.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Green belt development : 15 Lacs STP, Drainage and rain water harvesting: 150lacs Solar and energy saving: 20 lacs Waste to Compost machine: 15 lacs Total: 200Lacs
25. Proposed dust control measures during the construction phase
All the loose material either stacked or transported will be provided with
suitable covering such as tarpaulin. Water sprinkling on roads &
construction material except cement.
26. Eco friendly building material usage details.
Fly ash bricks & aerated block for wall partition, paving blocks inparking areas & walk way, use of RMC (Ready Mix Concrete), lead free paints for wall & ceiling.
27. Details of
amenities to be
provided to
construction
workers.
All the basic facilities like tap water, sanitation & drinking water, first aid box, free medicines & doctor service, adequate PPE’s etc.
28. Documents
related to land
possession.
Copy of property card submitted shows that the land admeasuring 12,499.31 m2 is in name of Gujarat State Road Transport Corporation.
During the meeting,it was presented that the proposed bus station along with the commercial project will
be constructed on Public Private Partnership mode and the existing bus station will be demolished for the
proposed development. Bus workshop is not a part of the proposal and the workshop will be located at this
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particular site. Typical floor plan3s submitted show the provision of utility blocks, separate for male &
female on each floor.The project proponent was asked to ensure the provision of all the requisite fire
fighting& safety measures for the project during operation phase in compliance of the local bye-laws or
NBC whichever is more stringent. The project proponent was suggested to provide roof top solar panels.
After detailed discussion, it was decided to consider the project only after submission of the following:
1. Complete construction & demolition waste management plan in view of provisions of Construction &
Demolition Waste Management Rules – 2016.
2. Layout plan showing location of the STP & OWC along with the details like space requirement in view
of dimensions of the proposed OWC & STP as well as associated activities.
3. Details on solar panels to be installed including their number & capacity, type, location and available
space etc.
4. To the scale layout plan showing width of entry/exit, peripheral margin space, common open plot area,
width of internal roads etc.
5. Details & plan proposed for health, safety & welfare of construction workers in compliance to the
provisions of Building and Other Construction Workers’(Regulation of Employment & Conditions of
Service) Act 1996 & Rules made there under.
Meeting was concluded with thanks to the Chair.
--------------------------------
Minutes approved by:
Sr.
No.
Name & designation Sign
1. Dr. Dinesh Misra, Chairman, SEAC
2. Shri S. C. Srivastav, Vice Chairman, SEAC.
3. Shri R. I. Shah, Member, SEAC.
4. Shri V. N. Patel, Member, SEAC.
5. Dr. Mayuriben H. Pandya, Member, SEAC.
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Minutes of the 398thmeeting of the State Level Expert Appraisal Committee held on 16/05/2018
at Committee Room, GEER Foundation, Gandhinagar.
The 398thmeeting of the StateLevel Expert Appraisal Committee (SEAC) was held on 16thMay 2018 at
Committee Room, GEER foundation, Gandhinagar. Following members attended the meeting:
1. Dr.Dinesh Misra, Chairman, SEAC
2. Shri S. C. Srivastav, Vice Chairman, SEAC
3. Shri V. N. Patel, Member, SEAC
4. Dr.MayuriPandya, Member, SEAC
5. Shri Rajesh I Shah, Member, SEAC
The agenda of TOR/Scopingcases and Appraisal was taken up. The applicants made presentations on
the activities to be carried out along with other details furnished in the Form-1, PFR, EIA-EMP reports
and other reports.
8. SIA/GJ/IND2/22295/2018 M/s. GokleshLifesciences
Plot No. 9112/ 1, 2 & 3, G.I.D.CEstate
Ankleshwar-393002, Dist: Bharuch, Gujarat.
Screening & Scoping
Project / Activity No.: 5(f)
Project status: Expansion
• This office has received an application vide their online proposal no. SIA/GJ/IND2/22295/2018
dated 18/04/2018regarding grant of Terms of Reference [ToR] for preparation of EIA/EMP
report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
S.
No. Name of Products
CAS
No.
Production Capacity
(MT/Month) End Use
Existing Proposed Total
1. Sodium Silico Fluoride 16893-85-9 300 -25 275
Glass Manufacturing,
As a preservative in
Gum/Adhesives,
Rubber tyre
manufacturing
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2. Alpha Keto Isoleucine
Calcium Salt
51828-96-7 - 3.0 3.0
Nutritional supplement
for kidney disease
3. Alpha KetoLeucine
Calcium Salt.
51828-95-6 - 3.0 3.0
4. Alpha Keto Phenylalanine
Calcium Salt.
51828-93-4 - 3.0 3.0
5. Alpha KetoValine Calcium
Salt.
51828-94-5 - 3.0 3.0
6. Alpha Hydroxy Methionine
Calcium Salt.
4857-44-7 - 3.0 3.0
7. Iron Sucrose 8047-67-4 - 2.0 2.0 Hematinic
8. Phenyl Acetic Acid 103-82-2 - 40.0 40.0 Pencillin-G, Perfumery
9. Diacerein 13739-02-1
- 3.0 3.0 Anti-Inflammatory
Agents
10.Tolfenamic Acid
13710-19-5
- 2.0 2.0
Non-steroidal anti-
inflammatory drug
(NSAID)
11.Diosmin 520-27-4 - 3.0 3.0 Antimicrobials
12. T.P.O 6969-71-7 - 10.0 10.0 Drug Intermediate
13. Ferric carboxy Maltose
9007-72-1
- 1.0 1.0
Antianemic agent,
Treatment of iron
deficiency
14.SucroferricOxyhydroxide 12134-57-5 - 5.0 5.0 Hyperphosphatemia
Total 300 56 356
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
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Sr. no.
Particulars Details
A Total cost of Proposed Project
(Rs. in Crores):
Existing: 0.95 Proposed: 4.96 Total: 5.91
B Total Plot area ( sq. meter)
Existing: 4,700 Sq. m. Proposed: 0 Sq. m. Total: 4,700 Sq. m.
Green belt area,/Tree Plantation area ( sq. meter)
Existing: 800 Sq. m. Proposed: 756 Sq. m. Total: 1,556 Sq. m.
C Employment generation Existing: 20 Proposed: 15 Total: 35
D Water i
Source of Water Supply (GIDC Bore well, Surface water, Tanker supply r etc...)
Ankleshwar, G.I.D.C
Status of permission from the concern authority.
Unit has water permission letter for existing unit. Permission for additional water requirement is under process.
ii
Water consumption (KLD)
Existing KLD
Proposed (Additional) KLD
Total after Expansion KLD
Remarks
(A) Domestic 2 1 3 -
(B) Gardening 0 6 6 -
Process 34 4 38 -
Boiler - 4 4 -
Cooling - 4 4 -
Washing 2 1 3 -
Others 3 -3 0 -
Others (Scrubbing) - 1 1 -
(C) Industrial Total 39 11 50 -
Grand Total (A+B+C)
41 18 59 Fresh 56.5 + Recycled 2.5
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1) Total water requirement for the project: 59 KLD
2) Quantity to be recycle: 2.5 KLD
3) Total fresh water requirement: 56.5 KLD
iii
Waste water generation (KLD)
Category Existing KLD
Proposed (Additional) KLD
Total after Expansion KLD
Remarks
(A) Domestic 1 0.8 1.8
To septic tank/ soak pit system
(B) Industrial
Process 74 1 75
1 KLD high COD and 74 KLD low COD
Boiler 0 0.2 0.2 Treated in ETP and then sent to FETP and then discharged into deep sea through NCTL pipeline.
Cooling 0 0.3 0.3
Washing 2 1.5 3.5
Others 3 -3 0
Others (Scrubbing) 0 1 1
Total Industrial waste water
79 1 80 No additional effluent will be sent to FETP other than the booked load (79 KLD)
-
iv Treatment facility within premises with capacity [ETP (Primary, Secondary, Tertiary),MEE, Stripper, Spray Dryer, STP etc].
ETP: 80 KL/d with primary, secondary and tertiary treatment.
v Mode of Disposal & Final meeting point
Domestic: To septic tank/ soak pit system Industrial: Low COD will be treated in ETP and then sent to FETP and further discharged into deep sea through NCTL pipeline. High COD will be sent to CMEE.
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , name of CF
CETP: Final Effluent Treatment Plant (FETP) operated by Narmada Clean Tech Ltd (NCTL) Common MEE: Ankleshwar Cleaner Process Technology Center Limited (Detox Group) of ACTPCL,Ankleshwar
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Membership of CF
Membership of CETP is obtained wide letter no. NCT/BQC/Transfer/2018/February-70
vii Reuse/Recycle details (KLD)
2.5
E Air[Existing & Proposed]
i Flue gas emission details
No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
SR.
no.
Source of
emission
With
Capacity
Stack
Height
(meter)
Type
of
Fuel
Quantity
of Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air
Pollution
Control
Measures
(APCM)
Existing
None
Proposed
1
Steam Boiler
(1000 Kg/Hr) 11
Natura
l Gas
800
m3/Day PM
SO2
NO2
adequate
stack
height will
be provided
Steam Boiler
(1000 Kg/Hr)
2
DG Set
(250 KW + 93
KW)
09 HSD 20 Lit/hr
-
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.) [Existing & Proposed]
-
Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution
Control
Measures
(APCM)
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Existing
None
Proposed
1 Reactor Ammonia 12
Water
scrubber
followed by
Acidic
scrubber
-
iii Fugitive emission details with its mitigation measures. [Existing & Proposed]QAs below:
The fugitive emissions of organic chemicals and VOCs mainly occur due to tank breathing losses, Leaking pipe fitting and valves, during maintenance operations. Though these are not expected to be significant, the following measures are being followed to ensure compliance and further reductions wherever possible, the same will be continued after expansion.
• The fugitive emissions in terms of handling losses are reduced by proper storage and handling.
• Hazardous chemicals are stored as per standard criteria.
• Proper ventilation in storage & production area is provided and all materials are being stored in suitable packing to prevent contamination of air due to particulates & volatile emissions from storage container & area.
• Enclosed system & efficient procedures for materials charging is provided.
• SOP’s for start-up, shut down, operation & maintenance are established & maintained in all relevant area of works.
• The coverage of greenbelt around the plant consisting of noise and air pollution capturing species also acts as natural barrier to stop carrying of dust along with the wind current.
• Good housekeeping is maintained in the plant.
• Work area monitoring is carried out twice in a year as per GFR.
F Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016. [Existing & Proposed]
i
Sr. no.
Type/Name of Hazardous
waste
Source of generation
Category and
Schedule as per
HW Rules.
Quantity (MT/Annum)
Disposal Method Existing
Propo sed
Total
1 Discarded
Containers/ Raw material storage area
33.1 0.12 5 5.12 Collection,
storage and send
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Barrels/liner to authorized recycler.
2 Process Waste
From manufacturing
process of product no. 11,
12 and 13 28.1 0
63.6 63.6
Collection, storage and transport to TSDF site.
From manufacturing
process of product no. 4
3.6 3.6
Sent for Co-processing or
sent to CHWIF for Incineration.
3 Used oil D.G.Set&
Machineries 5.1 --
200 Lit/Yea
r
200 Lit/Year
Collection, storage and
reuse as lubricants in the
machineries within the
premises only or send to
authorized re-processors
4 ETP Sludge ETP 35.3 18.0 54.0 72.0
Collection, storage and transport to TSDF site.
5 Distillation Residue
Solvent distillation
36.1 -- 26.6 26.6
Sent for Co-processing or
sent to CHWIF for Incineration.
6 Spent
Carbon
From manufacturing
process of product no. 6, 7
& 8
28.3 -- 3.36 3.36
Sent for Co-processing or
sent to CHWIF for Incineration
7 Spent Hyflo
From manufacturing
process of product no. 6, 7
& 10
- -- 5.04 5.04
Sent for Co-processing or
sent to CHWIF for Incineration.
8 Acetic Acid
From manufacturing
process of product no. 4
and 9
- - 103.2 103.2 Sell to end users
as per rule-9
9 Methyl Iodide
From manufacturing
process of product no. 11
- - 7.2 7.2 Sell to end users
as per rule-9
Quantity of discarded containers must be in MT/Annum.
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ii Membership details of TSDF, CHWIF etc.
TSDF membership is obtained for existing quantity. For proposed expansion, membership for CHWIF and TSDF for additional waste will be obtained.
iii Details of Non-Hazardous waste & its disposal (MSW and others)
--
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
Solvents like Methanol, N,N Dimethylacetamide, DMF, Ethoxy Ethanol etc. Will be used during mfg. Process. Solvent recovery system will be provided and 97% solvent recovery will be achieved and recovered solvents will be reused after quality check.
ii VOC emission sources and its mitigation measures
VOCs emissions results from uses of solvents. This emission takes place only at storage and handling of solvent. Storage will be inclosed area with a facility of condenser which will reduce the emission.
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(f). Committee noted that this is anexpansion proposal.Earlier the unit obtained CC&A on the
name of M/s. Vidsa Inorganics Pvt Ltd. And then the same was transferred on the name of M/s.
Golkesh Life Science.During presentation, water consumption, waste water generation and final
management of treated waste water were discussed. PP mentioned that water supply source will be
from GIDC, Ankleshwar.
Water consumption will be 59 KLPD after proposed expansion. Industrial effluent of 80 KLPD will be
generatedOut of which 1 KLD of High COD will be sent to CMEE of ACTPCL, Ankleshwar and Low
COD will be treated in ETP and then sent to FETP. Committee noted that PP has addressed air
pollution control measures and hazardous waste management measures for the proposed expansion
adequately.Industrial unit is located in GIDC which is existing prior to EIA Notification 2006 and hence it
is decided to exempt public hearing for the aforementioned proposal.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary along with
following project specific TOR.
1. Revised water consumption and waste water generation with justification of higher qualtity of
waste water generation with reference to water consumption.
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2. Justification of water consumption and waste water generation keeping existing and proposed
production in view.
3. Method of safe handling of all toxic raw material in the premises.
4. Detailed Leak Detection and Repairing Programme (LDAR) for all the volatile organic solvents
proposed for use in-house with detailed chemical properties including vapor pressure. LDAR
shall endeavor prevention of losses of solvents to the best minimum extent
5. Address spent solvent management under the Hazardous and Other Waste (Manamgementand
Transboundary) Rules 2016.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006. The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
9. SIA/GJ/IND2/23037/2018 M/s. Paras Enterprise
Plot No: C1B/2 & C1B/3, Phase:I,Notified
Industrial Area, GIDC, Vapi : 396195, Tal.:
Pardi, Dist.: Valsad, Gujarat.
Screening & Scoping
Project / Activity No.: 5(e)
Project status: Expansion
• This office has received an application vide their online proposal no. SIA/GJ/IND2/23037/2018
dated 20/04/2018regarding grant of Terms of Reference [ToR] for preparation of EIA/EMP
report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
# Product CAS No.
Capacity, TPM Remarks
Existing Propose
d Total
1.0 Reactive Turquoise Blue-
H5G 12236-87-2 2.50 - 2.50 00
Will be
discontinued and
incorporated in
group 2.0
2.0 Synthetic Organic Dyes like
2.1 Reactive Black-5 17095-24-8 00 60.00 60.00 Proposed either
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2.2 Reactive Yellow-2 50662-99-2 of the product
2.3 Reactive Orange-4 12225-82-0
2.4 Reactive Red-11 12226-08-3
2.5 Acid Brown-432 119509-50-1
2.6 Direct Green-26 6388-26-7
2.7 Direct Turquoise Blue- 86 1330-38-7
2.8 Reactive Turquoise Blue-
21 12236-86-1
2.9 Direct Turquoise Blue
199 12222-04-7
2.10 Reactive Turquoise Blue-
H5G 12236-87-2
Total 2.50 57.50 60.00
3.0
Standardization of
Reactive Dyes (only
Blending & mixing)
- 25.00 00 25.00 Existing
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
# Particulars Details
A Total cost of Proposed Project (Rs. in Crores):
Existing: 0.674 Crores Proposed: 1.13 Crores Total: 1.804 Crores
B Total Plot area ( sq. meter)
Existing:1738 sq. meter Proposed: 0 sq. meter Total:1738 sq. meter
Green belt area,/Tree Plantation area ( sq. meter)
Existing:100 sq. meter Proposed: 350 sq. meter Total: 450 sq. meter
C Employment generation Existing: 20 Nos. Proposed: 30 Nos.
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Total:50 Nos.
D Water i
Source of Water Supply(GIDC Bore well, Surface water, Tanker supply r etc...)
GIDC, Vapi Water Supply
Status of permission from the concern authority. Permission issued by GIDC Vapi vide letter No. GIDC/DEE(W/S)/NA/VAPI/1148 on 01/03/2018
ii Water Consumption (KLD)
Sr
No Particulars
Water Consumption, KLD
Existing Proposed Total
A. Domestic 1.00 1.00 2.00
B. Industrial
1. Processing and Washing 2.00 7.00 9.00
3. Boiler 0.50 9.50 10.00
4. Floor/Container Washing 1.00 0.00 1.00
5. Gardening 00 1.0 1.00
Total Industrial 3.50 17.50 21.00
C. Total (A+B) 4.50 18.50 23.00
1) Total water requirement for the project: 23.00 KLD 2) Quantity to be recycle: 00.00 KLD 3) Total fresh water requirement: 23.00 KLD
iii Waste water Generation (KLD)
# Particulars
Wastewater Generation, KLD Remark
Existing Proposed Total
A. Domestic 1.00 1.00 2.00 STP
B. Industrial
1. Processing and Washing 1.40 6.60 8.00 Spray
dryer &
ETP
3. Boiler 0.10 0.40 0.50
4. Floor/Container Washing 1.00 0.00 1.00
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5. Gardening 0.00 0.00 0.00
Total Industrial 2.50 7.00 9.50
C. Total (A+B) 3.50 8.00 11.50
iv Treatment facility within premises with capacity [ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc].
9.5 KLD ETP
v Mode of Disposal & Final meeting point Domestic: Domestic waste water (2 KLD) will be disposed-off through Septic Tank. Industrial: After proposed expansion total 9.5 KLD of industrial effluent will be generated, Out of which 7.0 KLD of process effluent will be treated in spray dryer and balance 2.5 KLD will be treated in existing primary followed by tertiary effluent treatment plant and discharge into CETP Vapi for further treatment. No additional effluent will be discharged to CETP due to proposed expansion
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , name of CF
CETP, Vapi.
Membership of CF
vii Reuse/Recycle details (KLD) NIL
E Air [Existing & Proposed]
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
#
Source of
Emission
With Capacity
e.g. Boiler (8
TPH)
Stack
Height
(meter)
Name of
the fuel
Quantity
of Fuel
MT/h &
MT/Day
Type of
emissions
i.e. Air
Pollutants
APCM
Emission
Standard
EXISTING
1.
Steam Boiler: I
(200 kg/h)
11 Natural
Gas 50 SCM/h
PM
SOx
NOx
Adequate
Stack
Height
<PM: 150
mg/Nm3,
<SOx:100
ppm
<NOx: 50 ppm
2.
Hot Air
Generator: I
(2 Lacs K Cal)
- Natural
Gas
250
SCM/h
Not
Required
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3.
Hot air
Generator: II
(10 Lacs K Cal)
- 500
SCM/h
PROPOSED
1.
Steam Boiler: II
(800 kg/h)
11 Natural
Gas
250
SCM/h
PM
SOx
NOx
Adequate
Stack
Height <PM: 150
mg/Nm3,
<SOx:100
ppm
<NOx: 50 ppm
2.
Spray Dryer
(500 kg/h)
15 Natural
Gas
150
SCM/h Scrubber
3.
DG Set
(500 KVA)
11 HSD 75 kg/h
Adequate
Stack
Height
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.) [Existing & Proposed]
-
# Source of Emission
Stack
Height
(meter)
Type of
emissions
i.e. Air
Pollutants
APCM
Emission
Standard
EXISTING
1.
Chloro sulphonation
reaction and Oleum
Storage
11
SO2
HCl
Two Stage Acid
followed by Alkali
Scrubber
<SO2:40 mg/Nm3
<HCL: 20 mg/Nm3
PRPOSED
1. Spray Dryer 15 PM Alkali Scrubber
<PM: 150 mg/Nm3,
iii Fugitive emission details with its mitigation measures. [Existing & Proposed]QAs below:
� Concrete road is already developed within plot premises to avoid fugitive dust due to vehicle movement.
� Manufacturing activity is being/will be carried out in closed reactors/vessels and � Regular checking and maintenance of the same is being/will be carried out to avoid any
leakages. � All the raw materials are being /will be stored in closed containers and in sealed bags and
will be handled through closed system to avoid the handling losses.
F Hazardous waste (As per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.[Existing & Proposed]
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i
Quantity of discarded containers must be in MT/Annum.
S.
No. Type
Source Quantity, TPA Disposal
Existing Proposed Total
1. Used Oil (5.1) D.G.Set 0.012 00 0.012 Sell to
registered
recycler 2.
Discarded
Containers
(33.1)
Raw/Product/
Utilities 2.00 3.00 5.00
3. Waste from
ETP (35.3)
ETP 24.00 26.00 50.00
Dispose off into
TSDF, Vapi 4.
Sludge from
Wet Scrubber
(37.1)
Scrubber
0.024 00 0.024
5. Salt from Spray
Dryer (35.3)
Sprat Dryer 00 109.20 109.20
ii Membership details of TSDF, CHWIF etc. VGEL certificate for CETP for acceptance of additional effluent vide letter No. VGEL/Mem. Corr-BV/2017-2018/0250 dated 19/06/2017 & Common Solid waste disposal membership No. 69 dated 08/03/2018.
iii Details of Non-Hazardous waste & its disposal (MSW and others)
NIL
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
No Solvents is being/will be used
ii VOC emission sources and its mitigation measures
Not Applicable
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(f). Committee noted that this is anexpansionof existing plant. The existing plant was not
covered under EIA notification 2006; because the plant was established as a small scale unit in the
year 2001. Unit has already obtained the CC&A for existing plant. The compliance of the existing plant
was discussed and it was found satisfactory.During presentation, water consumption, waste water
generation and final management of treated waste water were discussed at length. PP mentioned that
water supply source will be from GIDC. Water consumption will be 23 KLPD. After proposed expansion
total 9.5 KLD of industrial effluent will be generated, Out of which 7.0 KLD of process effluent will be
treated in spray dryer and balance 2.5 KLD will be treated in existing primary followed by tertiary
effluent treatment plant and discharge into CETP Vapi for further treatment.Committee noted that PP
has addressed air pollution control measures and hazardous waste management measures for the
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proposed expansion adequately.Industrial unit is located in GIDC which is existing prior to EIA
Notification 2006 and hence it is decided to exempt public hearing for the aforementioned proposal.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary with
following project specific TOR.
1. Details of safe handling of Oleum with stand-by storage facility to control fugitive emission in
case of emergency.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006.The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
10. SIA/GJ/IND2/23277/2018 M/s. Phillips Carbon Black Ltd.
Plot No. 1, GIDC-Palej, Taluka& District:
Bharuch, Gujarat.
Screening & Scoping
Project / Activity No.: 5(e)
Project status: Expansion
• This office has received an application vide their online proposal no. SIA/GJ/IND2/23037/2018
dated 20/04/2018regarding grant of Terms of Reference [ToR] for preparation of EIA/EMP
report.
• This is an existing unit engaged in processing of carbon black and now proposes for expansion
as tabulated below:
Product profile (EXISTING PRODUCTS):
Sr.
No. Name of Products (Existing) Capacity CAS No. End-use
1. Carbon Black (Product Line I) 2,500 TPM
1333-86-4 Automotive Industry 2.
Carbon Black (Product Line II) 4,583 TPM
3. Carbon Black (Product Line III) 3,000 TPM
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Total 10,083 TPM
4.
Captive Power Plant
(Green Power)
18 MW -- Captive consumption and
export to power grid
Product Profile (AFTER PROPOSED EXPANSION)
Sr.
No.
Name of Products (After
Proposed Expansion) Capacity CAS No. End-use
1.
Carbon Black of various grades
(Product Line I to VII) 20,186 TPM 1333-86-4
Automotive Industry,
Plastic, Paints & Inks
2.
Captive Power Plant (Green
Power) 30 MW --
Captive consumption and
export to power grid
• The project falls under Category B of project activity 5(e) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
Sr. no.
Particulars Details
A Total cost of Proposed Project(Rs. in Crores):
Existing: 215.2 Proposed: 190 Total: 405.2
B Total Plot area(sq. meter) 1,24,479
Green belt area/Tree Plantation area(sq. meter) 41,100
C Employment Generation Existing: 305 Proposed: 116 Total: 421
D Water
i
Source of Water Supply (GIDCBore well, Surface water etc...)
Borewell
Status of permission from the concern authority: Unit will apply for obtaining permission from CGWA before due date of applicationfor extraction of groundwater from borewell
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ii Water consumption (KL/day)
Category Existing,
KL/Day
Proposed
(Additional),
KLD
Total after
Expansion,
KLD
Remarks
(A) Domestic 100 20 120 Fresh
(B) Gardening Nil 100 100 Reuse
(C)
Industrial
Process 810 820 1,630 Fresh
188 212 400 Reuse - ETP
Boiler 192 158 350 Fresh
Cooling 100 40 140 Fresh
Washing 50 20 70 Fresh
WTP 138 112 250 Fresh
Total Industrial Water
Requirement (C)
1,478 1,362 2,840 Fresh + Reuse
188 212 400 Reuse
1,290 1,150 2,440 Fresh
Total Water
Requirement (A+B+C) 1,390 1,170 2,560 Fresh
(1) Total Water Requirement for the Project: 3,060 KLD (2) Quantity to be recycled/resued: 500 KLD (3) Total Fresh water requirement: 2,560 KLD
iii Waste water generation (KL/day)
Category Existing,
KL/Day
Proposed
(Additional),
KLD
Total after
Expansion,
KLD
Remarks
(A) Domestic 100 Nil 100
After treatment in
STP reused for
greenbelt
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(B) Gardening Nil Nil Nil Reuse
(C)
Industrial
Process Nil Nil Nil Fresh
Boiler Nil 62 62 Fresh
Cooling Nil 18 18 Fresh
Washing 50 20 70 Fresh
WTP 138 112 250 Fresh
Total Industrial Waste
Water 188 212 400
After primary
treatment in ETP it
is entirely re-used
in manufacturing
process
-
iv Treatment facility with capacity (ETP, CETP, MEE, STP etc).
ETP: 450 KLD STP: 125 KLD
v Mode of Disposal & Final meeting point
Domestic:After treatment in STP, it is reused in greenbelt development.
Industrial:Treated effluent from ETP will be completely reused in manufacturing process. Hence, unit maintains zero liquid discharge
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc., name of CF
Not applicable
Membership of Common Facility (CF) --
vii Reuse/Recycle details (KL/day) Domestic: After treatment in STP, treated sewage @ 100 KLD is reused in greenbelt development. Industrial: Treated effluent from ETP @ 400 KLD will be completely reused in manufacturing process. Hence, unit maintains zero liquid discharge
B Air
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
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Sr.
No.
Source of Emission
with Capacity
Status Stack
Height
& Dia.
(m)
Type of Fuel&
Quantity
Type of
emission
and
permissible
limit
Air Pollution Control
Mesures
1. Boiler for
CPP (60
TPH)
Existing 80 &
1.86
Off Gases
(68,000
Nm3/hr)
PM ≤ 150
mg/Nm3
SO2 ≤ 100
ppm
NOx ≤ 50
ppm
Stack of Adequate
Height as per CPCB
Guidelines
2. Boiler for CPP (60
TPH)
Proposed 80 &
1.86
Off Gases
(60,000
Nm3/hr)
Stack of Adequate
Height as per CPCB
Guidelines
3.
DG Set
(2 Nos. x 750 kVA), Stand-
by
Existing 11 &
0.2
Diesel
(320 Lit/hr)
Common Stack of
Adequate Height as
per CPCB Guidelines
-
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
Sr.
No. Source of Emission Status
Type of
emission
and
permissible
limit
Stack Ht.
& Dia. (m)
Air Pollution
Control Measures
1.
Process Bag Filter -
1 forline 1&2
(Common Stack)
Existing
PM < 150
SO2< 40
NOx< 25
H2S < 45
60 & 2 Bag Filter
2. Process Bag Filter -
2 for line 3 Existing 35 & 0.4 Bag Filter
3. VBC of line 1 Existing 45 & 0.4 Bag Filter
4. VBC of line 2 Existing 45 & 0.5 Bag Filter
5. VBC of line 3 Existing 35 & 0.4 Bag Filter
6. Dryer of line 1 Existing 45 & 1 Bag Filter
7. Dryer of line 2 Existing 45 & 1 Bag Filter
8. Dryer of line 3 Existing 35 & 1 Bag Filter
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9.
Process Bag Filter –
1S for line 1S, 2S,
3S & 4S (Common
Stack)
Proposed 60 & 2 Bag Filter
10. VBC of line 1S Proposed 35 & 0.4 Bag Filter
11. VBC of line 2S Proposed 45 & 0.4 Bag Filter
12. VBC of line 3S Proposed 45 & 0.4 Bag Filter
13. VBC of line 4S Proposed 45 & 0.4 Bag Filter
14. Dryer of line 1S Proposed 35 & 0.6 Bag Filter
15. Dryer of line 2S Proposed 45 & 0.9 Bag Filter
16. Dryer of line 3S Proposed 45 & 0.9 Bag Filter
17. Dryer of line 4S Proposed 45 & 1.2 Bag Filter
iii Fugitive emission details with its mitigation measures. There will be a chance of fugitive emission during manufacturing process as well as due to storage and handling of raw materials and products.The unit will take following precaution for the control of fugitive emission
Probable Sources Control Measures
Manufacturing activities • All equipments are maintained regularly along with
checking of flange and welded joints.
• All raw materials and end products are properly metered
so that there is no possibility of overloading.
• Proper safety interlocks are incorporated.
• Bulk transportation within the process is done by closed
bucket elevator and screw conveyer
Emission from Carbon black
storage tank and packing
• Dedusting system with proper bag filters provided. All
storage tanks are closed with proper venting system and
level is checked regularly without overfilling.
Pump and compressor
Emissions
• Mechanical seals are provided in pumps and agitators
• Standby arrangement for critical equipment for periodic
maintenance
Valves, Flanges, plugs and
instrument connections
• Welded pipes are used wherever feasible.
• Suitable gasket materials are used.
• Suitable glad packing is used in valves.
• Periodic inspection and maintenance of pipes and pipe
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fittings is carried out.
C Hazardous waste
(As per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.
i -
Type of waste Source of
Generation Cat.
*Quantity
MT/Annum Method of Disposal
E P T
ETP Sludge ETP Sch.-I
35.3 40 14 56
Collection, Storage,
Transportation and Disposal
at TSDF-BEIL
Spent ion
Exchange Resin WTP
Sch.-I
35.2 0.24 Nil 0.24
Collection, Storage,
Transportation and Disposal
at TSDF-BEIL Waste Insulation
Materials
Mfg.
Process
Sch.-I
33.1 2.0 10 12
Used / Spent Oil Plant &
Machinery
Sch.-I
5.1 0.2 0.2 0.4
Reuse or disposal by selling
to Registered Refiners
Discarded
Containers/
Barrels/ Liners/
Waste Paper
Bags/ Waste
Plastic Bags
Raw
Material
Storage &
Handling
Sch.-I
33.1 8 16 24
Collection, Storage,
Decontamination,
Transportation and Disposal
to registered users
-
ii Membership details of CETP, TSDF, CHWIF, Common MEE etc
Unit has obtained membership from BEIL for disposal of hazardous waste.
iii Details of Non-Hazardous waste & its disposal (MSW and others)
-
D Solvent management (If any)
I Details of Solvent recovery (As per respective ToR) Not Applicable
Ii VOC emission sources and its mitigation measures As mentioned in section B (iii) above.
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(e). Committee noted that this is anexpansion of existing plant. The existing plant was not
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covered under EIA notification 2006 as it was established during the year 1978. Unit has obtained the
CC&A for existing plant. The compliance of CCA for existing plant was discussed and it was found
satisfactory. During presentation, water consumption, waste water generation and final management of
treated waste water were discussed at length. PP mentioned that water supply source will be from Bore
well and they have applied for NOC to CGWA. Water consumption will be 3060 KLPD. After proposed
expansion total 400 KLD of industrial effluent will be generated and treated in ETP and 100 KLD of
sewage will be generated and treated in STP. Both the treated wastewater will be recycled in the
process or gardening. Off gases from the reactor will be passes to HRSG to product steam and
subsequently power. After proposed expansion additional 12 MW power will be generated.Committee
noted that PP has addressed air pollution control measures and hazardous waste management
measures for the proposed expansion adequately. Industrial unit is located in GIDC which is existing
prior to EIA Notification 2006 and hence it is decided to exempt public hearing for the aforementioned
proposal.
After deliberation on various aspects, the TOR proposed by the projectproponent were accepted and
additional TOR were prescribed for the EIA studytobe done covering 5 km radius from the
projectboundary of the proposedsite.
1. 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.
2. Copy of plot holding certificate obtained from GIDC Authority.
3. Present land use pattern of the study area shall be given based on satellite imagery.
4. Layout plan of the factory premises. (Show all the production plants including Raw material &
Products storage area). Provision of separate entry & exit and adequate margin all round the
periphery for unobstructed easy movement of the emergency vehicle / fire tenders without
reversing back. Mark the same in the plant layout.
5. Technical details of the plant/s along with details on best available technologies (BAT), proposed
technology and reasons for selecting the same.
6. Details of manufacturing process / operations of each product along with chemical reactions, mass
balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner
production activities.
7. Full name and chemical formula of all the raw materials and products. Details on end use of each
product.
8. Complete management plan for By-products/Spent acids to be generated, along with the name
and address of end consumers to whom the by-product/s will be sold. Copies of agreement / MoU /
letter of intent from them, showing their willingness to purchase said by-products/Spent acids from
the proposed project.
9. Action plan to reuse or consume entire quantity of Spent acids/waste streams within premises to
convert into valuable products instead of sending such spent acids to outside premises.
10. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative
and quantitative analysis of the each waste stream from the processes.
11. Assessment of source of the water supply with adequacy of the same to meet with the
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requirements for the project. Permission obtained from the GIDC for supply of raw water.
Undertaking stating that no bore well shall be dug within the premises.
12. Explore the possibility of reuse / recycle and other cleaner production options for reduction of
wastes. Details of methods to be adopted for the water conservation.
13. Qualitative and quantitativeanalysis of waste water to be generated from the manufacturing
process of each product to be manufactured along with mass balance.
14. Segregation of waste streams and details on specific treatment and disposal of each stream.
15. Action plan for ‘Zero’ discharge of effluent shall be included. Notarized undertaking for assuring
that underground drainage connection will not be taken in the unit.
16. Details of ETP including dimensions of each unit along with schematic flow diagram. Inlet,
transitional and treated effluent qualities with specific efficiency of each treatment unit in reduction
in respect of all concerned/regulated environmental parameters. Inlet effluent quality should be
based on worst case scenario considering production of most polluting products that can be
manufactured in the plant concurrently.
17. Undertaking stating that a separate electric meter will be provided for the ETP system.
18. Copy of permission letter with quantity from the authority of GIDC drainage network, Dahej
regarding confirmation for spare capacity available to take additional effluent load in GIDC
drainage for final disposal to deep Sea.
19. Proposal to provide and maintain separate electric meter, operational logbook for effluent
treatment systems, online meters for monitoring of flow, pH, TOC/COD, etc.
20. Application wise break-up of effluent quantitytobe recycled / reused in various applications like
sprinkling for dust control and green beltdevelopmentetc. In case of land application, details on
availability of sufficient open land for utilizing effluent for plantation / gardening. How it will be
ensured that treated effluent won't flow outside the premises linked with storm water during high
rainy days.
21. Plans formanagement, collection and disposal of waste streams tobe generated from spillage,
leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent
discharge during unforeseen circumstances.
22. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly
wind speed and directionand rainfall should be incorporated.
23. Anticipated environmental impacts due to the proposed project/production may be evaluated for
significance and based on corresponding likely impacts VECs (Valued Environmental
Components) may be identified. Baseline studies may be conducted within the study area of 5 km
for all the concerned/identified VECs and likely impacts will have to be assessed for their
magnitude in order to identify mitigation measures.
24. One complete season base line ambient air quality data (except monsoon) to be given along with
the dates of monitoring. The parameters to be covered shall be in accordance with the revised
National Ambient Air Quality Standards as well as project specific parameters. 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
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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.
25. 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.
26. Base linestatus of the noise environment, impact of noise on present environment dueto the project
and proposed measures for noise reduction including engineering controls.
27. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air
pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution
control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of
the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission
rate from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with
its adequacy (viii) List the sources of fugitive emission along with its quantification and
proposed measures to control it.
28. Details on management of the hazardous wastes to be generated from the project stating detail of
storage area for each type of waste, its handling, its utilization and disposal etc. How the manual
handling of the hazardous wastes will be minimized. Methodology of de-contamination and
disposal of discarded containers and its record keeping.
29. Membership of Common Environmental Infrastructure including the TSDF / Common Incineration
Facility, if any.
30. Name and quantity of each type of solvents to be used for proposed production. Details of solvent
recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the
recovered solvents etc. for each type of solvent.
31. A detailed EMP including the protection and mitigation measures for impact on human health and
environment as well as detailed monitoring plan and environmental management cell proposed for
implementation and monitoring of EMP. The EMP should also include the concept of waste-
minimization, recycle/reuse/recover techniques, energy conservation, and natural resource
conservation. Total capital cost and recurring cost/annum earmarked for environment pollution
control measures.
32. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.
33. Occupational health impacts on the workers and mitigation measures proposed to avoid the human
health hazards along with the personal protective 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.
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34. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety
and health protection measures.
35. Risk assessment including prediction of the worst-case scenario and maximum credible accident
scenarios should be carried out. The worst-case scenario 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.
36. MSDS of all the products and raw materials.
37. Details of hazardous characteristics and toxicity of raw materials and products to be handled and
the control measures proposed to ensuresafety and avoid the human health impacts. This shall
include the details of Antidotes also.
38. Details of quantity of each hazardous chemical (including solvents) tobe stored, Material of
Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity
asper 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?
39. Details of the separate isolated storage area for flammable chemicals. Details of flame proof
electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire
controlplanfor flammable substances and processes showing hydrant pipeline network, provision of
DG Sets, fire pumps, jockey pump, toxic gas detectors etc.
40. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,
manufacturing utility staff for safety related measures.
41. Detailed five year greenbelt development program including annual budget, types & number of
trees to be planted, area under green belt development [with map], budgetary outlay; along with
commitment of the management to carry out the tree plantation activities outside the premises at
appropriate places in the nearby areas and elsewhere.
42. Detailed socio-economic development measures including communitywelfare program most useful
in the projectareafor the overallimprovement of the environment. Submit a detailed plan for social
corporate responsibilities, with appropriate budgetary provisions for the next five years and
activities proposed to be carried out; specific to the current demographic status of the area.
43. (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 / deviation / violation
of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.
44. 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.
45. Does the company have a system of reporting of non compliances / violations of environmental
norms to the Board of Directors of the company and / or shareholders or stakeholders at large?
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This reporting mechanism should be detailed in the EIA Report.
46. Phase wise projectimplementationschedule with bar chart and time frame, in terms ofsite
development, infrastructure provision, EMS implementation etc.
47. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be
incorporated in the EIA Report.
48. A tabular chart with index for point-wise compliance of above TORs.
The above mentioned project specific TORs/additional TORs and the model TORs available in the
MoEF’s sector specific EIA Manual for ‘Petrochemical based processing Industry’ shall be
considered as generic TORs for preparation of the EIA report in addition to all the relevant information
as per the generic structure of EIA given in Appendix III in the EIA Notification, 2006.
The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
Validity of ToR:
• The ToRs prescribed for the project will be valid for a period of three years for submission of EIA &
EMP report. ToR will lapse after three years from date of issue.
• The period of validity could be extended for a maximum period of one year provided an application
is made by the applicant to the Regulatory Authority, at least three months before the expiry of valid
period together with an updated Form-I, based on proper justification and also recommendation of
the SEAC.
11. SIA/GJ/MIS/22342/2018 M/s. Halol (GIDC) Industries Association
Plot No. 1307/1, Halol GIDC Estate,Taluka: Halol, Dist: Panchmahal – 389 350, Gujarat.
Screening & Scoping
Project / Activity No.: 7(h)
Project status: New
• This office has received an application vide their online proposal no.
SIA/GJ/MIS/22342/2018dated 14/03/2018regarding grant of Terms of Reference [ToR] for
preparation of EIA/EMP report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
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SR.
NO.
Treatment Facility Capacity
Phase-I Phase-II
1 Common Effluent Treatment Plant (CETP) 250 KLD 250 KLD
Total 500 KLD
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
--
1. Types of units to be set up as a members of CETP:
1. Plastic & plastic reprocessing
2. Rubber industries
3. Wood industries
4. Packaging industries
5. Paper industries
6. Glass industries
2. Characteristics of combined effluent at inlet to the CETP: (COD, BOD. pH. TDS etc.)
Sr
.
N
o.
Paramet
ers
Uni
ts
Inlet
Of
ETP
After
O &
G
Tank
After
Primary
Treatm
ent
After
First
Stage
Aerati
on
After
Secon
d
Stage
Aerati
on
R.O
Permea
te
R.O
Reje
ct
MEE
Condens
ate
1 pH - 9-13 9-13 6.5 -7.5 6.5 -
7.5
6.5-7.5 7.0-7.5 7-7.5 6.5 – 7.5
2 O & G mg/
L
<
600
< 10 < 10 < 10 < 10 < 2 < 10 < 2
3 Total
Dissolved
Solids
mg/
L
<5,0
00
<5,0
00
< 5,000 <
5,000
<
5,000
< 100 <
40,0
00
< 100
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4 Total
Suspend
ed Solids
mg/
L
<2,5
00
<2,5
00
< 300 < 200 < 100 Nil <
200
Nil
5 Chemical
Oxygen
Demand
(COD)
mg/
L
<4,0
00
<3,8
00
< 3,600 <
1,350
< 300 <100 <
300
< 100
6 Biochemi
cal
Oxygen
Demand
(BOD3)
mg/
L
<1,5
00
<1,5
00
< 1,300 < 400 < 50 < 30 < 50 < 50
3. Details of Conveyance system for Raw effluent to CETP.
Transportation of Raw Effluents from member industries from nearby estate/area – Through dedicated
rubber lined tankers.
Raw effluent from Industries will be treated in CETP and Treated effluent shall be sent/sold to member
Industries for their reuse.
4. Type of treatment:
Primary, Secondary, Tertiary treatment and MEE system.
5. Reuse/ Recycle of treated waste water:
R.O Permeate 420 KLD Re-use by member unit
MEE condensate 70 KLD Re-use by member unit
TOTAL = 490 KLD
6. Proposal of online monitoring system for parameters to be monitored in line with Central
Pollution Control Board (CPCB) guidelines:
Company will install online monitoring system at treated water out let point for analysis or/monitor
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parameters in line with Central Pollution Control Board (CPCB) guidelines.
7. Salient features of the project including Water, Air and Hazardous waste management:
Sr.
no.
Particulars Details
A Total cost of Proposed Project
(Rs. in Crores):
12.0 Crores
B Total Plot area ( sq. meter)
4355.0 Sq. m.
Green belt area,/Tree Plantation area
( sq. meter)
415.0 Sq. m.
C Employment generation
Direct: 25 Nos.
Indirect: 30 Nos.
D Water
i
Source of Water Supply
(GIDC Bore well, Surface water, Tanker supply etc...)
Halol GIDC industries Association
Water Supply
Status of permission from the concern authority.
--
ii
Water consumption (KLD)
Category
Phase-1
KL/day
Phase-2
KL/day
Remarks
(C) Domestic 05
03
(D) Gardening 04
00
(E) Industrial
CETP Process
(Chemical Solution
Preparation)
10 10
Washing
0.5 0.5
Boiler
10.0 0.0
Cooling
10.0 0.0
Others
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Industrial Total
30.5 10.5
Total (A + B + C)
39.5 13.5
4) Total water requirement for the project: 53.0 KLD
5) Quantity to be recycle: 490 KLD
6) Total fresh water requirement: 53.0 KLD
iii Waste water generation (KLD)
Category Waste water KLD
Remarks
Phase-1 KL/day
Phase-2 KL/day
(B) Domestic 5.0
3.0 Disposed in to Septic tank / Soak pit system.
(C) Industrial
Process 0.0
0.0 --
Washing 0.5
0.5 To CETP
Boiler 1.0
0.0 Reuse in Cooling Tower
Cooling 0.5
0.0 To CETP
Others
Total Industrial waste water
2.0 0.5
Total [A + B] 7.0 3.5 --
-
iv Treatment facility within premises with capacity
[In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc..
CETP(500 KLD)
• Effluent Treatment Process Description
The low COD streams from the manufacturing process plants and utilities effluent shall be
collected in Collection cum Equalization Tanks (CETs-01). Pipe grid is provided at bottom
of the CETs-01 to keep all suspended solids in suspension and to provide proper mixing. 2
nos. of Air Blowers (B-01) shall supply air through diffusers to pipe grid. Then effluent is
pumped to O & G collection Tank (OGRT-01) where O & G removal Mechanism is provided
to remove floating O & G and collected in O & G collection Tank(OGCT-01)
Then after, equalized wastewater shall be passed to Neutralization Tank (NT) where the
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continuous addition and stirring of Alkaline/Acid solution is done (to maintain neutral pH of
wastewater) from Alkaline/Acid Dosing Tanks (ADTs-01) as per requirement by pumping.
Then after, neutralized wastewater shall go to Flash Mixer (FM-01). Flocculent/Poly shall be
dosed from Flocculent/Poly Dosing Tanks by gravity into FM to carry out coagulation by
using a Flash Mixer. Then effluent shall be sent to Primary Clarifier (PCL-01), where coagulated
wastewater shall be settled.
Clear supernatant from Primary Clarifier shall be passed in Aeration Tank-1 (AT-01). Here,
Biodegradation of organic matter of the wastewater shall be carried out by bacteria
(suspended growth) in the AT-01. The aeration tank provides proper mixing and supplies
oxygen to the microorganisms in the dissolved form through the fine bubble diffusers. A
constant feed rate shall be maintained in the aeration tank. A sludge percentage of around
25 to 30% by volume shall be maintained in the aeration tank. Also, MLSS and MLVSS ratio
shall be maintained to ensure active microorganisms growth. Various nutrients like Urea and
DAP shall be added from Nutrient Dosing Tanks (NDTs-01) regularly so as to ensure proper
growth of the microorganisms. Oxygen shall be supplied by 2 nos. of air blowers (B-02)
through diffusers. Air blowers also keep MLSS in suspension. Due to Nitrification process in
Aeration Tank-2, pH of effluent will go down in AT-02.
Then the overflow of the aeration tank shall be diverted into the Secondary Clarifier-1
(SCL-01) for biomass separation. An appropriate retention time is given to the effluent to
ensure proper settling. The sludge settles down into the bottom of the SCL-01 and required
amount of settled sludge shall be recycled back into the aeration tank to maintain desired
concentration of biomass. Excess biomass shall be pumped to sludge sump (SS-01).
Then after, overflow (clear supernatant) of SCL-01 shall be collected Aeration Tank-2 (AT-02). Here, again
biodegradation of left out organic matter of the wastewater shall be carried out by bacteria (suspended growth)
in the AT-2 and for that oxygen shall be supplied by two nos. of blowers (B-03) with help of diffusers. Then after,
wastewater shall go to Secondary Clarifier-2 (SC-02) from AT-02. Here, the suspended solids shall be settled.
Activated sludge shall be removed from bottom of SC-02 and pumped to AT-02 to maintain MLSS and remaining
will be sent to SS. Nutrients will be added from NDTs-01 to Aeration Tank-2 for growth of Bacteria.
Then after, supernatant from SC-02 shall be collected in Intermediate Sump (IS-01). Then effluent from the IS
shall be pumped to Filtration system, UF and RO unit for further treatment.RO Reject shall be collected in ME
Feed Tank(MFT) for further treatment .RO Product water shall be collected in Tank (RO-PWT-01) and reuse by
member industries.
The primary and secondary sludge from the sludge sump shall be pumped to the Filter
Presses (FP-01-A/B) for sludge dewatering. We will provide two nos. Filter presses to use
alternately. The sludge cake shall be collected and packed into the plastic bags and stored
in the HWSA for ultimate disposal to TSDF. The leachate from the FP-01-A/B shall be collected
in Drain Pit and then pumped back to collection cum equalization tank (CETs-01) for further
treatment.
Then effluent from MEE Feed Tank (MFT-01) shall be sent to four stages Evaporator (refer
specifications in attachment). Condensate from MEE shall be collected in Condensate
Storage Tank (CST-01) and then reuse by member industries. Solid from Dryer shall be
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collected and stored in HWSA for ultimate disposal to TS
v Mode of Disposal & Final meeting point
Domestic:
Domestic: Domestic: Disposed in to Septic tank / Soak pit system.
Industrial:
Primary, secondary, tertiary treatment and MEE system
Zero Liquid discharge
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , Name
of CF
--
Membership of Common facility (CF)
--
vii Reuse/Recycle details (KLD)
470.0 KL waste water from process will be reuse by Member unit
E Air
i Flue gas emission details
No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
Sr.
no.
Source
of
emission
With
Capacity
Stack
Height
(meter)
Type of
Fuel
Quantity
of Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air
Pollution
Control
Measures
(APCM)
1 Boiler
(1.2 T/hr.)
30
Imported Coal
6 MT/Day
PM<150
mg/Nm3
SO2<100
ppm
NOx<50
ppm
Multi cyclone separators And Bag filter
2 *D.G. Set
(250 kVA)
10 Diesel 25 lit/hr PM<150
mg/Nm3
SO2<100
ppm
Adequate
Stack
height with
Stack
Monitoring
Facility
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NOx<50
ppm
-* To be used in emergency only.
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
-
Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution
Control
Measures
(APCM)
1 There is no process gas emission
-
iii Fugitive emission details with its mitigation measures.
As below:
• Care will be taken to store construction material/s properly to prevent fugitive emissions, if any.
• Regular maintenance of valves, pumps, flanges, joints and other equipment will be done to prevent leakages and thus minimizing the fugitive emissions.
• Periodic monitoring of work area will be carried out to check the fugitive emission.
• To eliminate chances of leakages from glands of pumps, mechanical seal will be provided. Enclosures to material/s storage area, collection of emission from loading of raw material/s
through hoods and ducts by induced draft, and control by scrubber / dust collector to be
ensured.
F Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules
2016.
i
Sr.
no.
Type/Name
of
Hazardous
waste
Source of
generation
Category
and
Schedule
as per
HW
Rules.
Quantity
(MT/Mont
h)
Disposal Method
1 CETP
Sludge
From waste
water
treatment
35.3 125 MT/ Month
Collection, Storage in
HWSA, Transportation
& sent to Common
TSDF site of M/s.
NECL, Nandesari for
disposal.
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2 Used Oil From moving
machineries
5.1
10 Liter/ Month
Collection, Storage,
Transportation & sell to
GPDB registered re-
processor/re-refiners.
3 Discarded
Containers/
Liners / Bags
From
Handling of
Raw
Materials
33.1
100 Nos./Month
Collection, Storage,
Decontamination,
Transportation & given
to GPCB approved
recyclers.
4 MEE
salt
From MEE
Unit
37.3 150 MT/ Month
Collection, Storage in HWSA, Transportation & sent to Common TSDF site of M/s. NECL, Nandesari for disposal.
5 Fly Ash From Boiler
Process
-- 30 MT/Month
Collection, Storage, Transportation and sent to brick manufacturer/common TSDF site of M/s. NECL, Nandesari for disposal /used for land filling.
-
ii Membership details of TSDF, CHWIF etc.
TSDF, MEE salt, Fly Ash (M/s.
NECL)
iii Details of Non-Hazardous waste & its disposal
(MSW and others)
--
G Solvent management, VOC emissions etc.
Not Applicable.
ii VOC emission sources and its mitigation measures
Not Applicable.
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 7(h). Committee noted that this is a new project.CETP will receive 500 KLPD waste water in two
phases. After treatment, 500 KLPD will be sent to RO. Permeate of 480 KLPD will be sent back to
member units for further use.About 80 KLPD RO reject will be taken to MEE. 2.5 MTPD MEE salt will
be disposed off to TSDF, loss of 7.5 KLPD of waste water will occur in MEE and 70 KLPD condensate
will be sent back to member units.During presentation, water consumption, waste water generation and
final management of treated waste water were discussed at length.PP mentioned that water supply
source will be from GIDC.Water consumption will be 53KLPD. Waste water generation will be 10.50
KLPD.After phase 2, washing waste water of 1 KLPD will be sent to CETP for treatment.Boiler blow
down of 1 KLPD will be reused in cooling tower and cooling tower blow down of 0.50 KLPD will be sent
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to CETP.
After deliberation on various aspects, the terms of reference proposed by the project proponent were
accepted and the project proponent was asked to include following additional TOR for the EIA study to
be done covering 5 Km radius surrounding the periphery of the project :
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 post project monitoring plan in brief. Need for the proposed CETP shall be
justified in detail.
3. Justification for selecting the proposed unit size.
4. Land Possession Documents of the proposed site.
5. Explore possibility for collection of waste water from member unit through above ground
pipeline.
6. Undertaking regarding no underground pipeline for conveyance of the waste water.
7. Explore adequacy, techno economic feasibility of waste water proposed to be received through
tankers with disciplinary scheme for compliance of environmental laws.
8. Explore provision of greenbelt area as per CPCB criteria/ guideline.
9. Traffic management plan at site for loaded and empty tankers of waste water with monitoring
protocol of effluent quality test, tracking of empty tankers movement.
10. Present land use pattern of the study area as well as the project area shall be given based on
satellite imagery.
11. Provision of separate entry, exit and continuous unobstructed open path within the
projectareafor unobstructed easy movement of the emergencyvehicle / firetenders without
reversing back. Mark the same in the layout.
12. Exact scope of the project should be given in detail. Need for the proposed CETP shall be
justified in detail.
13. Assessment of source of the water supply with adequacy of the same to meet with the
requirementsfor the proposed project. Permission from the concern authority for requirement of
the fresh water. Details of proposed ground water recharge scheme should also be submitted.
14. Characteristics of untreated and treated wastewater. A detailedeffluenttreat ability study vis-à-
vis the adequacy and efficacyof the treatment facilities proposedfor the wastewater
tobegenerated along with adequacy and efficacy report. The characteristic on which treatability
is based shall also be stated.
15. Explore use of Best Available Technology (BAT) incorporating latest features for the proposed
CETP instead of providing conventional treatment units.
16. Details of the CETP units including its capacity, size of each unit, retentiontime and other
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technical parameters.
17. Techno-feasibility & adequacy for reuse / recycle of treated effluent by member units.
Justifications of the economic viability of the treated effluent reuse / recycle. Details of the
scheme fortotal recycle-reuse of the treated effluent. Details regarding the percentage of waste
water to be reused / recycled by each member units.
18. Application wise break-up of treated effluentquantitytobe recycled / reused in various
applications and green beltdevelopmentetc. Details about availability of sufficient open land and
suitability for utilizing treated effluent for plantation / gardening. How it will be ensured that
treated effluent won't flow outside the premises linked with storm water during high rainy days.
19. Detailed layout of effluentconveyancepipelinewithin the Textile Park along with distances and all
technical specifications, line diagram and totalcapacity of the pipeline to convey effluent. Details
of pumping stations, pumping capacity in each pumping station etc if any shall also be
furnished.
20. List of the CETP members, their productioncapacity, effluent reuse / recycle capacity,
effluentgeneration capacity, effluent characteristics and effluent quantity. Whether any future
projections are envisagedfor finalization of the CETP capacity and conveyance pipeline.
21. Undertaking that no printing unit or process house shall be permitted as a member of the
proposed CETP.
22. Action plan for ‘Zero’ discharge of effluent (ZLD) shall be included. Notarized undertaking for
assuring that underground drainage connection will not be taken in the unit and there shall be
no effluent discharge outside the plant premises.
23. Economical and technical viability of the effluent treatment system to achieve Zero Liquid
Discharge (ZLD).
24. Certification of adequacy of proposed ZLD scheme through credible institutes of National
repute.
25. Details about the proposedinlet norms of the CETP. Give details of the mandatorytreatment, if
any required by the member units to achieve the inlet norms by the each unit.
26. Specific monitoring plan to ascertain that all the CETP member units send their effluent
[contracted quantity] to the CETP and the effluent does not in any way find its way to other
sources i.e. measures to eliminate by passing of the effluent.
27. Details of the pipeline maintenance program to avoid choking / overflow / leakage of the effluent
conveyance pipeline and means to avoid the same.
28. Provision of flow meter at the outlet of the CETP; checks & balances to ensure that discharge
quality and quantity never exceeds the prescribed limit.
29. Details of the monitoring plan of the member units to ensure compliance with the inlet norms of
the CETP as well as to avoid shock loading in the system.
30. Justification / capacity of the project keeping in view the future effluent load from the additional
member units.
31. Details of CETP management and maintenance of the CETP during operation phase including
infrastructure, model of management, role of each stake holder, CETP effluent quality
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monitoring scheme etc.
32. Impact of the CETP installation and treated effluent conveyance & disposal system on the
environment including the local hydrology, soil condition, floral and faunal bio-diversity of the
region and the mitigation measures proposed.
33. Surface water quality and ground water quality in the study area.
34. Geological features and geo-hydrological status of the study area.
35. Details of emergency storage of effluent in the CETP for the monsoon season.
36. Details of R&D to be initiated by the CETP management for effective and viable treatment of the
effluent received.
37. Details of total power load required for the CETP as well as details of dedicated power back up /
D.G.Sets to be provided to take care of power requirements during power supply failure, to
ensure that treatment units operate uninterrupted.
38. CETP managementmanualcoveringvarious management aspects during the effluent collection,
transportation, treatment and disposal aspects forbest management practices. The member
units shall abide by various clauses in this regard tocheck problems during the collection,
transportation, treatment and reuse / recycle / disposal of the effluent.
39. CETP managementmanualcoveringvarious management aspects during the effluent collection,
transportation, treatment and disposal aspects forbest management practices. The member
units shall abide by various clauses in this regard tocheck problems during the collection,
transportation, treatment and reuse / recycle / disposal of the effluent.
40. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly
wind speed and directionand rainfall should be incorporated.
41. Anticipated environmental impacts due to the proposed project/production may be evaluated for
significance and based on corresponding likely impacts VECs (Valued Environmental
Components) may be identified. Baseline studies may be conducted within the study area of 5
km for all the concerned/identified VECs and likely impacts will have to be assessed for their
magnitude in order to identify mitigation measures.
42. One complete season base line ambient air quality data (except monsoon) to be given along
with the dates of monitoring. The parameters to be covered shall be in accordance with the
revised National Ambient Air Quality Standards as well as project specific parameters. 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.
43. 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
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prediction using suitable model. Results of Air dispersion modelling should be superimposed on
satellite image/ geographical area map.
44. Quantity of fuel required, its source and transportation. Fuel analysis to be provided (sulphur,
ash content and heavy metals including Pb, Cr, As and Hg). A confirmed fuel linkage should be
provided.
45. Specific details of (i) Details of the utilities required (ii) Flue gas emission ratefrom each utility
(iii) Air PollutionControl Measures proposedto each of the utility along with its adequacy.
46. Impact of the project on local infrastructure of the area such as on road network due to
transportation of fuel, ash etc. Whether any additional infrastructure would need to be
constructed and the agency responsible for the same with time frame.
47. Details of flora and fauna duly authenticated should be provided. In case of any scheduled
fauna, conservation plan should be provided.
48. Details of management of the hazardous wastes tobe generated from the project stating detail
of storageareafor each type of waste, its handling, its utilization and disposal etc. How the
manual handling of the hazardous wastes will be minimized.
49. Copy of membershipcertificate of Common Environmental Infrastructure like TSDF, if any taken,
should be incorporated.
50. Details of measures proposedfor the noise pollutionabatement and its monitoring. Provisions to
provide ear plugs / ear muffs to workers and to ensure its usage in high noise areas. Measures
to ensure that the noise from the looms remains less than 80 dB(A). Undertaking to carry out
autography of workers working near the looms, at least once in a year.
51. A detailed EMP including the protection and mitigation measures forimpact on human health
and environment as well as detailed monitoringplan and environmental
managementcellproposed for implementation and monitoring of EMP. The EMP should also
include the concept of waste-minimization, recycle/reuse/recover techniques, energy
conservation, and naturalresource conservation. Totalcapitalcost and recurring cost/annum
earmarkedforenvironmentpollutioncontrol measures.
52. Occupationalhealth impacts on the workers and mitigation measures proposedto avoid the
human health hazards along with the personalprotectiveequipment to be provided to the
workers. Provision of industrial hygienist and monitoring of the occupationalinjury to workers
aswell as impact on the workers. Plan forperiodicmedicalcheck up of the workers exposed.
Details of work zone ambient air qualitymonitoring plan as per Gujarat Factories Rules.
53. Risk assessment including prediction of the worst-case scenario and maximum credible
accident scenario related to fire and explosion issues due to storage and use of fuel should be
carried out. The worst-case scenario should take into account the maximum inventory of
storage at site at any point in time. The risk contours should be plotted on the plant layout map
clearly showing which of the activities 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.
54. Measures to guard against fire hazards including details of automaticfiredetection and
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controlsystem&detailed fire controlplan showing hydrantpipeline network, provision of DG Sets,
fire pumps, jockey pump, toxic gas detectors etc. should also be provided.
55. Provision to ensure sufficient water storage all the time for use during emergency situation.
56. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,
manufacturing utility staff for safety related measures.
57. Detailed five year greenbelt development program including annual budget, types &number of
trees to be planted, areaunder green belt development [with map], budgetary outlay; along with
commitment of the management to carry out the tree plantation activities outside the premises
at appropriate places in the nearby areas and elsewhere.
58. Proposal for socio-economic development activities including communitywelfare program most
useful in the projectareafor the overallimprovement of the environment. Submit a detailed plan
for social corporate responsibilities, with appropriate budgetary provisions for the next five years
and activities proposed to be carried out; specific to the current demographic status of the area.
59. Plan forcompliance of CETP guidelinesissued by the CPCB.
60. Whether any litigationpending and / or any direction/ order passed by any Court of Law against
the company, if so, details thereof.
61. Details of schemefor surface aswell as roof top rain water harvesting and ground water recharge
with proper scientific calculations considering rainfall in the region, catchment area, land / soil
characteristics, ground water recharge rate, duration of rain water harvesting etc. Details of
provisions of pre-treatment of the rainwater in the case of surface run off are to be harvested.
Location of recharge percolation wells on the layout plan.
62. (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 / deviation /
violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.
63. Disciplinary policy of CETP for member units.
64. 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.
65. Does the company have a system of reporting of non-compliances / violations of environmental
norms to the Board of Directors of the company and / or shareholders or stakeholders at large?
This reporting mechanism should be detailed in the EIA Report.
66. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be
incorporated in the EIA Report.
The above mentioned project specific TORs/additional TORs and the model TORs available in the
MoEFCC’s sector specific EIA Manual for Common Effluent Treatment Plants - CETP shall be
considered as generic TORs for preparation of the EIA report in addition to all the relevant information
as per the generic structure of EIA given in Appendix III in the EIA Notification, 2006.
The project proponent shall have to apply for Environmental clearance through online portal
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http://environmentclearance.nic.in/ along with final EIA report.
Validity of ToR:
• The ToRs prescribed for the project will be valid for a period of three years for
submission of EIA & EMP report accordingly, ToR will lapse after 18/10/2019.
• The period of validity could be extended for a maximum period of one year provided an
application is made by the applicant to the Regulatory Authority, at least three months
before the expiry of valid period together with an updated Form-I, based on proper
justification and also recommendation of the SEAC
12. SIA/GJ/IND2/22750/2018 M/s. Aarti Industries Limited(Unit-III)
Plot No. 778 GIDC Estate, Jhagadia, Dist.:
Bharuch, Gujarat-393110
Screening & Scoping
Project / Activity No.: 5(f)
Project status: New
• This office has received an application vide their online proposal no.
SIA/GJ/IND2/22750/2018dated 20/04/2018regarding grant of Terms of Reference (ToR) for
preparation of EIA/EMP report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr. No.
Name of the Products
CAS no. /CI no. Quantity MT/Month
End-use of products
1. 1 2,4/2,3/2,5/3,4 Di Chloro Nitro Benzene And/Or
611-06-3/3209-22-1/89-61-2/99-
54-7
7000
Used in Dyes and Dyes Intermediate
2. 2 2,3,4/2,3,5 Tri Chloro Nitro Benzene And/Or
17700-09-3/ Used in Dyes and Dyes Intermediate
3. 2,4,5/2,3,6 Tri Chloro Nitro Benzene And/Or
89-69-0/ Used in Dyes and Dyes Intermediate
4. 2 4 DC3FNB And/Or
393-79-3 Used in Dyes and Dyes Intermediate
5. 4-Nitro N-methyl Phthalimide
41663-84-7 Used In Polymer
6. 1,2,4 Tri Chloro Benzene
120-82-1 2000
Used in Dyes and Dyes Intermediate
7. 1,2,3 Tri Chloro 87-61-6 Used in Dyes and Dyes
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Benzene Intermediate
8. Para Chloro Toluene (PCT)
106-43-4 Used in Dyes,Pharma, Perfumes
9. Ortho Chloro Toluene (OCT)
95-49-8 Used in Dyes,Pharma, Perfumes
10. 2 Chloro 4 Nitro Toluene
121-86-8 Used in Dyes and Dyes Intermediate
11. 6 Chloro 2 Nitro Toluene
83-42-1 Used in Dyes and Dyes Intermediate
12. 4 Chloro 2 Nitro Toluene
89-59-8 Used in Dyes and Dyes Intermediate
13. DCDFB(1,3- DI CHLORO 4,6-DI FLORO BENZENE)
1435-48-9
400
Raw Material for Pharama Intermediate
14. 26DCFB (2,6 DI CHLORO FLORO BENZENE)
2268-05-5 Raw Material for Pharama Intermediate
15. Ortho Dichloro Benzene (only Physical Separation)
95-50-1
900
Used in Dyes and Dyes Intermediate
16. Para DichloroBenzene (only Physical Separation)
106-46-7
1000
Used in Dyes and Dyes Intermediate
17. Meta Dichloro Benzene (only Physical Separation)
541-73-1
200
Used in Dyes and Dyes Intermediate
Total 11500
Inorganic Products
18. Hydrogen
1333-74-0 3000Nm3/Hr.
Used in chemical reaction and process
Inorganic Co-Products
19. Potassium chloride
7440-09-7 282
Raw material for various Reduction process.
20. Nitrosyl Sulphuric Acid
7782-78-7 613
Used in organic chemistry to prepare diazonium salts
from amines.
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
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project proponent.
• Salient features of the project are as under:
Sr. no.
Particulars Details
A Total cost of Proposed Project (Rs. in Crores):
178.4 Crores
B Total Plot area ( sq. meter) 42625 sq. m.
Green belt area,/Tree Plantation area ( sq. meter)
14897 sq. m.
C Employment generation 134
D Water
i
Source of Water Supply (GIDC Bore well, Surface water, Tanker supply etc...)
GIDC Jhagadia
Status of permission from the concern authority. Permission is under way and will be attached in EIA report
ii Water consumption (KLD)
Category KLD Remarks
(A) Domestic 30
(B) Gardening 28 Recycled from STP
(C) Industrial
Process 225
Washing 10
Boiler --
Cooling 585
Others 0
Industrial Total 820
Total (A + B + C) 878
1) Total water requirement for the project:878 KLD 2) Quantity to be recycle: 28 KLD 3) Total fresh water requirement: 850 KLD
iii Waste water generation (KLD)
Category Waste water in KLD Remarks
(A) Domestic 28 Sent to STP for recycling into Gardening
(B) Industrial
Process 478
Washing 10
Boiler 0
Cooling 50
Others 0
Total Industrial waste water
538
Total [A + B] 566
-
iv Treatment facility within premises with capacity [In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc..
Primary, secondary and tertiary treatment facility: 540 KLD
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v Mode of Disposal & Final meeting point
Domestic: STP to Gardening
Industrial: NCT pipeline to deep sea
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , Name of CF
Narmada Clean Tech
Membership of Common facility (CF)
Membership will be acquired and attached in EIA report
vii Reuse/Recycle details (KLD)
28 KLD E Air
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
Sr.
no.
Source of
emission
With Capacity
Stack
Height
(meter)
Type
of
Fuel
Quantity of
Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air Pollution
Control
Measures
(APCM)
1
D.G. Set (Standby) (2 Nos) Capacity= 1500 KVA (Each)
11 Diese
l
660 Litre/Hr.
(11.8 KL/day
considering
18hr plant
running)
PM,SO2,N
OX
Acoustic
Enclosure
-
Ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
-
Sr.
no. Source of emission
Type of
emission
Stack/Vent
Height (meter)
Air Pollution Control
Measures(APCM)
1 Scrubber connected to
Nitration Reactors.
NOX
11 Water scrubber followed
by Alkali Scrubber
2 Scrubber connected to Chlorination Reactor
HCl 11 Water Scrubber followed
by Alkali Scrubber
3 Scrubber connected to De-nitration Reactor
NOX
11 Sulphuric Acid Scrubber
followed by water
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4 PSA Adsorber VOC 26 Water scrubber
-
Iii Fugitive emission details with its mitigation measures. As below:
Fugitive emissions will be controlled by the means of scrubbers. F Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.
I
Sr. no.
Type/Name of Hazardous waste
Source of generation
Category and Schedule as per HW Rules.
Quantity (MT/Annum)
Disposal Method
1 ETP Waste ETP 35.3 1440
Collection, Storage, Transportation, disposal to TSDF.
2 Distillation Residue
Process 36.1
5856
Collection, Storage, transportation, disposal at Incineration / Co-processing.
3 Discarded containers/bags
Process 33.1 240
Collection, Storage, Decontamination, Disposal by sold to authorize recyclers.
4 Used oil Maintenance
5.1 6
Collection, Storage, Transportation, Disposal by selling to registered re-processors.
5 Insulation Waste
Maintenance
-- 24 Collection, Storage, Transportation disposal by at TSDF Site.
6 Spent Carbon ETP, APCM and
Process 28.3 60
Collection, Storage, transportation, sent for co-processing/Incineration.
7 Off Specification Product
Process 36.1 120
Collection, Storage, transportation, disposal at CHWIF.
By-Product/Co-Product
8
Hydrochloric Acid(HCl)
Process
-- 2140
MT/Month
Sold to end users having Rule-9 permission under Hazardous and other waste rules, 2016 or It will be neutralized and sent for treatment to ETP.
9 Nitrosyl Sulphuric Acid
Process
-- 405
MT/Month
Sold to end users having Rule-9 permission under Hazardous and other waste rules, 2016
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10 Dil. Sulphuric Acid (70%)
Process
26.3 24853
MT/Month
Sold to end users having Rule-9 permission under Hazardous and other waste rules, 2016
-
ii Membership details of TSDF, CHWIF etc.
Membership will be given in EIA Report
iii Details of Non-Hazardous waste & its disposal (MSW and others)
Non-Hazardous waste will be disposed to GPCB authorized disposers and as per new hazardous and other wastes rules, 2016.
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
Solvent recovery system with double Condenser, cooling followed by chilling will be provided in order to recover 92% to 95% of Solvent.
ii VOC emission sources and its mitigation measures
Closed loop systems, double mechanical seal pumps will be provided to reduce VOC as minimum as possible.
During the meeting dated 16/05/2018, technical presentation made during the meeting by project
proponent. Committee noted that this is a new proposal.During presentation, water consumption, waste
water generation and final management of treated waste water were discussed at length.PP mentioned
that water supply source will be from GIDC. Water consumption will be 878 KLPD. It is noted that 538
KLPD of industrial waste water will be treated and treated effluent from ETP will be discharged through
NCT pipeline to the deep sea.Committee noted that PP has addressed air pollution control measures
and hazardous waste management measures for the proposed expansion adequately. Industrial unit is
located in GIDC which is existing prior to EIA Notification 2006 and hence it is decided to exempt public
hearing for the aforementioned proposal.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary with
following project specific TOR.
1. Detailed Leak Detection and Repairing Programme (LDAR) for all the volatile organic solvents
proposed for use in-house with detailed chemical properties including vapor pressure. LDAR
shall endeavor prevention of losses of solvents to the best minimum extent.
1. Conduct need based survey for compliance of Corporate Environment Responsibility and
activities required to be implemented with detailed outlay of five years including recurring and
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capital cost.
2. Address bleed liquor from denitrification reactor’s scrubber under the Hazardous waste category
as per HWR 2016.
3. Detailed management plan for HCl considering adequacy with material balance for in-house use
of HCl and its sale to rule 9 end users as per HWR 2016.
4. Address KCl and Nitrosyl Sulfuric acid under the HW category as per HWR 2016 instead of
giving stature of byproducts.
5. Explore adequate air pollution control system for VOC.
6. Readdress water balance block diagram including further breakup of process water utilization
details including source of steam availability and condensate recycle system.
7. Explore optimization of water consumption and address quantity of process waste water
generation is higher than water consumption.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006.The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
13. SIA/GJ/IND2/22862/2018 M/s. Zeni Life Sciences
Plot No. 2806/A, G.I.D.C Estate Ankleshwar-
393002, Dist: Bharuch, Gujarat.
Screening & Scoping
Project / Activity No.: 5(f)
Project status: Expansion
• This office has received an application vide their online proposal no.
SIA/GJ/IND2/22862/2018dated 20/04/2018 regarding grant of Terms of Reference [ToR] for
preparation of EIA/EMP report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr.
No.
Name of the Products CAS no. /CI
no.
Quantity
MT/Month
End-use of products
1. Alpha Keto Isoleucine Calcium Salt 51828-96-7 3.0 Nutritional supplement
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2. Alpha KetoLeucine Calcium Salt. 51828-95-6 3.0 for kidney disease
3. Alpha Keto Phenylalanine Calcium
Salt. 51828-93-4 3.0
4. Alpha KetoValine Calcium Salt. 51828-94-5 3.0
5. Alpha Hydroxy Methionine Calcium
Salt. 4857-44-7 3.0
6. Iron Sucrose 8047-67-4 2.0 Hematinic
7. Phenyl Acetic Acid 103-82-2 40.0 Pencillin-G,
Perfumery
8. Diacerein 13739-02-1 3.0 Anti-Inflammatory
Agents
9. Tolfenamic Acid 13710-19-5 2.0
Non-steroidal anti-
inflammatory drug
(NSAID)
10. Diosmin 520-27-4 3.0 Antimicrobials
11. T.P.O 6969-71-7 10.0 Drug Intermediate
12. Ferric carboxy Maltose 9007-72-1 1.00
Antianemic agent,
Treatment of iron
deficiency
13. SucroferricOxyhydroxide 12134-57-5 5.0 Hyperphosphatemia
Total 81.0
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
Sr. no.
Particulars Details
A Total cost of Proposed Project (Rs. in Crores): 6.9 Crores
B Total Plot area ( sq. meter) 13,002 Sq. m.
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Green belt area,/Tree Plantation area ( sq. meter) 4,336 Sq. m.
C Employment generation 56 D Water i
Source of Water Supply(GIDC Bore well, Surface water, Tanker supply r etc...)
G.I.D.C, Ankleshwar
Status of permission from the concern authority. Permission will be obtained.
ii Water consumption (KLD)
Category KLD
(A) Domestic 3.00
(B) Gardening 13.00
(C) Industrial
Process 6.60
Washing 3.00
Boiler 4.50
Cooling 4.00
Others (Scrubbing) 1.00
Industrial Total 19.10
Total (A + B + C) 35.10
1) Total water requirement for the project: 35.10 KLD
2) Quantity to be recycle: 13.30 KLD
3) Total fresh water requirement: 21.80 KLD
iii Waste water generation (KLD)
Category Waste water KLD
Remarks
(A) Domestic 2.50 -
(B) Industrial
Process 6.50 1.00 KLD High COD and 5.50 KLD Low COD
Washing 3.00 -
Boiler 0.20 -
Cooling 0.30 -
Others (Scrubbing) 1.00 -
Total Industrial waste water
11.0 -
-
iv Treatment facility within premises with capacity [ETP (Primary, Secondary, Tertiary),MEE, Stripper, Spray Dryer, STP etc].
ETP: 12 KL/d having primary, secondary and tertiary treatment, MEE and RO.
v Mode of Disposal & Final meeting point
Domestic: Septic tank/Soak pit system
Industrial: Complete ZLD scheme and entire treated effluent will be reused/recycled.
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , name of CF
Not Any
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Membership of Common facility (CF) Not Applicable
vii Reuse/Recycle details (KLD) 13.3 E Air
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
Sr.
no.
Source of
emission
With Capacity
Stack
Height
(meter)
Type
of
Fuel
Quantit
y of
Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air Pollution
Control Measures
(APCM)
1
Steam Boiler
(1 TPH x 2) 30
Natural
Gas
1000
m3/Day
SPM SO2 NOX
Natural Gas is
used as fuel,
adequate stack
height is provided. TFH
(2 Lac Kcal/Hr)
2.
D. G. Set
(250 KW + 125
KW)
09 HSD 40
Lit/Hr
SPM SO2 NOX
Adequate stack
height is provided
-
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
-
Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution Control
Measures
(APCM)
1 Reactor Ammonia 12 Water scrubber followed
by Acidic scrubber
-
iii Fugitive emission details with its mitigation measures. As below:
The fugitive emissions of organic chemicals and VOCs mainly occur due to tank breathing losses, Leaking pipe fitting and valves, during maintenance operations. Though these are not expected to be significant, the following measures are being followed to ensure compliance and further reductions wherever possible, the same will be continued after expansion.
• The fugitive emissions in terms of handling losses are reduced by proper storage and handling.
• Hazardous chemicals are stored as per standard criteria.
• Proper ventilation in storage & production area is provided and all materials are being stored in suitable packing to prevent contamination of air due to particulates & volatile
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emissions from storage container & area.
• Enclosed system & efficient procedures for materials charging is provided.
• SOP’s for start-up, shut down, operation & maintenance are established & maintained in all relevant area of works.
• The coverage of greenbelt around the plant consisting of noise and air pollution capturing species also acts as natural barrier to stop carrying of dust along with the wind current.
• Good housekeeping is maintained in the plant.
• Work area monitoring is carried out twice in a year as per GFR
F Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.
i
Sr. no.
Type/Name of Hazardous waste
Source of generation
Category and Schedule as per HW Rules.
Quantity (MT/Annum)
Disposal Method
1. Discarded
Containers/ Barrels/liner
Raw material storage area
33.1 5.0 Collection, storage and
send to authorized recycler.
2. Process Waste
From manufacturing process of product no. 10, 11 and 12 28.1
63.6
Collection, storage and transport to TSDF site.
From manufacturing process of product no. 3
3.6 .
Sent for Co-processing or sent to CHWIF for
Incineration.
3. Used oil D.G.Set&
Machineries 5.1
200 Lit/Year
Collection, storage and reuse as lubricants in the
machineries within the premises only or send to authorized re-processors
4. ETP Sludge ETP 35.3 15.0 Collection, storage and transport to TSDF site.
5. Distillation Residue
Solvent distillation
36.1 26.6 Sent for Co-processing or
sent to CHWIF for Incineration.
6. Spent
Carbon
From manufacturing
process of product no. 5, 6 &
9
28.3 3.36 Sent for Co-processing or
sent to CHWIF for Incineration.
7. Spent Hyflo
From manufacturing
process of product no. 5, 6 &
- 5.04 Sent for Co-processing or
sent to CHWIF for Incineration.
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9
8. MEE salt MEE 37.3 40 Collection storage,
transportation, and disposal at TSDF
9. Acetic Acid
From manufacturing
process of product no. 3 & 8
- 103.2 Sell to end user
10. Methyl Iodide
From manufacturing
process of product no. 10
- 7.2 Sell to end user
Quantity of discarded containers must be in MT/Annum.
ii Membership details of TSDF, CHWIF etc. Membership of TSDF & CHWIF will be obtained
iii Details of Non-Hazardous waste & its disposal (MSW and others)
-
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
Solvents like Methanol, N,NDimethylacetamide, DMF, Ethoxy Ethanol etc. Will be used during mfg. Process. Solvent recovery system will be provided and 97% solvent recovery will be achieved and recovered solvents will be reused after quality check.
ii VOC emission sources and its mitigation measures
VOCs emissions results from uses of solvents. This emission takes place only at storage and handling of solvent. Storage will be in closed area with a facility of condenser which will reduce the emission.
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(f). Committee noted that this is a new proposal. During presentation, water consumption, waste
water generation and final management of treated waste water were discussed at length. PP
mentioned that water supply source will be from GIDC. Water consumption will be 35.10KLPD. Waste
water generation will be 11 KLPD which will be treated in ETP followed by RO and MEE. PP has
addressed air pollution control measures and hazardous waste management measures for the
proposed expansion adequately.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary along with
following project specific TOR.
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1. Method of safe handling of all toxic raw material in the premises.
2. Detailed Leak Detection and Repairing Programme (LDAR) for all the volatile organic solvents
proposed for use in-house with detailed chemical properties including vapor pressure. LDAR
shall endeavor prevention of losses of solvents to the best minimum extent
3. Address spent solvent management under the Hazardous and Other Waste (Manamgement
and Transboundary) Rules 2016.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006.The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
14. SIA/GJ/IND2/22330/2018 M/s. A. K. Industries
Plot No. 1315, GIDC estate, Phase-III, Vatva,
Ahmedabad- 382445
Screening and Scoping
Project / Activity No.: 5(f)
Project status: New
• This office has received an application vide their online proposal no.
SIA/GJ/IND2/22330/2018dated 18/04/2018 regarding grant of Terms of Reference [ToR] for
preparation of EIA/EMP report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr. no.
Name of the Products CAS no. Quantity (MT/Month) End-use of the products Existing Proposed Total
1. Reactive Blue M4GD -- 1.5 -1.5 0.0
Dyeing & Printing
2. Reactive Red BS -- 3 -3.0 0.0
3. Reactive Mg4BL -- 2 -2.0 0.0
4. Reactive Blue 4 13324-20-4 0.0 40.0 40.0
5. Reactive Blue 5 16823-51-1
6. Reactive Blue 19 2580-78-1
7. Reactive Blue 49 12236-92-9
8. Reactive Blue 160 71872-76-9
9. Reactive Blue 194 93050-78-3
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10. Reactive Blue 198 124448-55-1
11. Reactive Blue 220 128416-19-3
12. Reactive Blue 221 93051-41-3
13. Reactive Blue 222 93051-44-6
14. Reactive Blue 250 93951-21-4
15. Reactive Red 21 11099-79-9
16. Reactive Red 23 12769-07-2
17. Reactive Red 24 70210-20-7
18. Reactive Red 45 12226-22-1
19. Reactive Red 76 12270-84-7
20. Reactive Red 180 98114-32-0
21. Reactive Red 223 93051-43-5
22. Reactive Red 218 113653-03-5
23. Reactive Red 245 340977-00-6
24. Reactive Black 8 12225-26-2
25. Reactive Black 31 12731-63-4
26. Reactive Black 39 --
27. Blending of SO Dyes -- 0 25 25
Total 6.5 58.5 65.0
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
Sr.
no.
Particulars Details
A Total cost of Proposed Project (Rs. in Crores): Existing: 1.0 Crores Proposed: 0.5 Crores Total: 1.5 Crores
B Total Plot area ( sq. meter) Existing: 705 Sq. m. Proposed: -- Total: 705 Sq. m.
Green belt area,/Tree Plantation area ( sq. meter) Existing: -- Proposed: 200 Sq. m. Total: 200 Sq. m.
C Employment generation Existing: 12 Proposed: 8 Total: 20
D Water
i Source of Water Supply GIDC water supply
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(GIDC Bore well, Surface water, Tanker supply etc...)
Status of permission from the concern authority. Permission is obtained from GIDC.
ii Water consumption (KLD)
Existing
KLD
Proposed
(Additional)
KLD
Total after
Expansion
KLD
(A) Domestic 1.0 1.0 2.0
(B) Gardening 0.0 1.0 1.0
(C) Industrial
Water Treatment 0.0 0.5 0.5
Process 3.0 1.5 4.5
Boiler 3.5 2.5 6.0
Washing 4.0 4.0 8.0
Industrial Total 10.5 8.5 19.0
Grand Total (A+B+C) 11.5 10.5 22.0
1) Total water requirement for the project: 22.0 KLD
2) Quantity to be recycle: 8.0 KLD
3) Total fresh water requirement: 14.0 KLD
iii Waste water generation (KLD)
Category Existing
KLD
Proposed
(Additional)
KLD
Total after
Expansion
KLD
Remarks
(A) Domestic 0.8 1.0 1.8
(B) Industrial
Water Treatment 0.0 0.5 0.5
Process 5.0 3.0 8.0
Boiler 0.5 0.2 0.7
Washing 4.0 4.0 8.0
Total Industrial
waste water
9.5 7.7 17.2
Total (1+2) 10.3 8.7 19.0 8 KLD treated water
will be recycled
iv Treatment facility within premises with capacity [For existing and Proposed]
[In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc..
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ETP: 10.0 KLD Primary treatment facility at the site and after achieving CETP inlet norms, it will be sent to GESCSL, Vatva
v Mode of Disposal & Final meeting point
Domestic: Soak pit
Industrial: Wastewater generated from washing and utilities will be treated in ETP and
then sent for final treatment and disposal to CETP-GESCSL, Vatva.
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE, CHWIF
etc.
Name of Common facility
CETP- GESCSL, Vatva
Membership of Common facility (CF)
TSDF: Eco Care Infrastructure Pvt. Ltd., Ghaspur, Dist. Surendranagar
vii Reuse/Recycle details (KLD)
8.0 KLD
E Air
i Flue gas emission details
No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
Existing & Proposed
-
Sr.
no.
Source of
emission
With
Capacity
Stack
Height
(meter)
Type
of
Fuel
Quantity of
Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air Pollution
Control Measures
(APCM)
Existing
1. Small Steam
Boiler
(300 Kg/Hrs)
11 LDO Existing: 60
lit/day*
After
expansion:
250 lit/day
SPM:150
mg/Nm3
SO2:100 ppm
NOx:50 ppm
--
-* For proposed expansion activity, there will be no addition of new boiler. Only working hours
of the existing boiler will increase resulted to increase in fuel consumption.
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
Existing & Proposed
-
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Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution
Control Measures
(APCM)
No process gas emission
-
iii Fugitive emission details with its mitigation measures.
There are chances of the fugitive emission due to handling of raw materials, from process and hazardous chemicals. Mitigation Measures:
• Entire process will be carried out in closed reactors.
• Pneumatically transfer of liquid raw material in rector.
• Raw material will be stored in the covered structure.
• Greenbelt will be developed around the plant to arrest the fugitive emission.
• Frequent work area monitoring will be done ensure fugitive emissions level.
• Internal road will be concreted or paved to reduce the fugitive emission during vehicular movement.
• Water sprinkling will be done to control air borne dust.
F Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement)
Rules 2016.Existing & Proposed
i
Sr.
no.
Type/Name
of
Hazardous
waste
Source of
generation
Category
and
Schedule
as per
HW
Rules.
Quantity
(MT/Annum)
Disposal Method
Existing Proposed Total
1 ETP sludge ETP 35.3 0.1 MT/ month
1.5 MT/ month
2.5 MT/
month
Collection, Storage, Transportation, Disposal at TSDF site
2 Discarded Containers Liner/Bags
Raw material storage
33.1 50 nos./ month
0.100 MT/
month
200 nos./ month
0.400 MT/ month
250 Nos./ month
0.500 MT/
month
Collection, Storage, Decontamination, Transportation, Disposal by selling to Authorized Recycler.
3 Used Oil Machineries 5.1 20 lit/year
20 lit/year 40 Lit/year
Collection, Storage, Transportation, Disposal by selling to registered re-refiners.
-
ii Membership details of TSDF, CHWIF etc. TSDF- Eco Care Infrastructure Pvt. Ltd., Ghaspur, Dist. Surendranagar
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iii Details of Non-Hazardous waste & its
disposal(MSW and others)
--
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
No use of any solvent
ii VOC emission sources and its mitigation measures
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(f). Committee noted that this is a proposal for expansion. Unit was established before 2006;
unit has valid CC&A. During presentation, water consumption, waste water generation and final
management of treated waste water were discussed at length. PP mentioned that water supply source
will be from GIDC. Water consumption will be 22KLPD. Waste water of 14 KLPD from the process will
be sent to RO. * KLPD permeate will be reused in process and 6 KLPD will be sevaporatedin spray
drier. From the washing and utilities 9.2 KLPD waste water will be generated which will be sent to
CETP after treatment.PP has addressed air pollution control measures and hazardous waste
management measures for the proposed expansion adequately.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary with
following project specific TOR.
1. Adequacy of proposed area (As plot area is 705 M2)with respect to plant machineries , EMS,
green belt , safety aspect, raw material & product storage considering worst case scenario.
Submit proper lay out plan clearly demarcating all activities with scale.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006.The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
15. SIA/GJ/IND2/22349/2018 M/s. Shreem Industries Screening & Scoping
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Plot no. C-1/12-13, GIDC Estate, Phase-I,
Vatva, Ahmedabad
Project / Activity No.: 5(f)
Project status: Expansion
• This office has received an application vide their online proposal no.
SIA/GJ/IND2/22349/2018dated 18/04/2018 regarding grant of Terms of Reference [ToR] for
preparation of EIA/EMP report.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr.
no.
Name of the Products CAS no. / CI
no.
Quantity (MT/Month) End-use of
the products Existing Proposed Total
1 Acid Yellow 17/23 6359-98-4/
1934-21-0
3.0 2.0 5.0
Dyeing &
Printing
2 Acid Orange 24 1320-07-6
3 Acid Brown 55 --
4 Direct Yellow 8/9/44 10130-29-
7/1829-00-
1/8005-52-5
8.0 18.0 26.0
5 Direct Red 81 12237-71-7
6 Direct Blue 86/199 1330-38-7/
12222-04-7
0.0
7 Direct Red239/254 60202-35-9/
101380-00-1
0.0
8 Reactive Red
2/4/6/8/11/31/32/74
12226-03-8/
17681-50-4/
25489-36-5/
12226-08-3/
12237-00-2/
12270-82-5
10.0 -10.0 0.0
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9 Reactive Yellow
1/3/7/18/22
12226-44-7/
6539-67-9/
12226-48-1/
12226-49-2
10 Reactive Blue
3/4/5/9/25/28/39/55/59
12239-37-1/
13324-20-4/
16823-51-1/
12225-37-5/
12236-87-2/
12225-45-5/
12225-53-5/
12270-71-2
11 Reactive Orange
1/4/11
6522-74-3/
12218-05-2
12 Reactive Red
24/45/111/120/195/
198/W3R/218/245/278
70210-20-7/
12226-22-1/
88232-20-6/
61951-82-4/
93050-79-4/
145017-98-7/
113653-03-5/
340977-00-6
0.0 49.0 49.0
13 Reactive Yellow
84/95/107/145/160
61951-85-7/
71838-98-7/
93050-80-7/
129898-77-7
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14 Reactive Orange
13/16/131
12225-85-3/
12225-83-1
15 Reactive Blue
19/21/25/49/71/72/198/
220/221/222/250/279
2580-78-1/
12236-86-1/
12236-87-2/
12236-92-9/
12677-15-5/
61968-93-2/
124448-55-1/
128416-19-3/
93051-41-3/
93051-44-6/
93951-21-4
16 Reactive Black 5/31/39 17095-24-8/
12731-63-4
17 Blending of Crude
Dyes(Liquid & Powder)
-- 00 50.0 50.0
TOTAL 21 109 130
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• During the meeting dated 16/05/2018, technical presentation made during the meeting by
project proponent.
• Salient features of the project are as under:
Sr.
no.
Particulars Details
A Total cost of Proposed Project Existing: 2.5 Crores
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(Rs. in Crores): Proposed: 1.5 Crores
Total: 4.0 Crores
B Total Plot area
( sq. meter)
Existing: 1400 Sq. m.
Proposed: --
Total: 1400 Sq. m.
Green belt area,/Tree Plantation area
( sq. meter)
Existing: 400 Sq. m
Proposed: -- Sq. m.
Total: 400 Sq. m.
C Employment generation Existing: 17
Proposed: 8
Total: 25
D Water
i
Source of Water Supply
(GIDC Bore well, Surface water, Tanker supply etc...)
GIDC water supply
Status of permission from the concern authority. Permission is obtained from GIDC.
ii Water consumption (KLD)
Existing
KLD
Proposed
(Additional)
KLD
Total after
Expansion
KLD
(A) Domestic 2.0 0.5 2.5
(B) Gardening 2.0 0.0 2.0
(C) Industrial
Water Treatment 0.0 0.5 0.5
Process 6.0 8.0 14.0
Boiler 3.5 3.5 7.0
Scrubber 1.0 2.0 3.0
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Washing 10.0 1.0 11.0
Industrial Total 20.5 15.0 35.5
Grand Total (A+B+C) 24.5 15.5 40.0
1) Total water requirement for the project: 40.0 KLD
2) Quantity to be recycle: 11.0 KLD
3) Total fresh water requirement: 29.0 KLD
iii Waste water generation (KLD)
Category Existing
KLD
Proposed
(Additional)
KLD
Total after
Expansion
KLD
(A) Domestic 1.7 0.3 2.0
(B) Industrial
Water Treatment 0.0 0.5 0.5
Process 2.1 -2.1 0.0*
Boiler 0.5 0.2 0.7
Scrubber 0.2 0.3 0.5
Washing 10.0 1.0 11.0
Total Industrial waste water 12.8 -- 12.7
Total (1+2) 14.5 -- 14.7
iv Treatment facility within premises with capacity [For existing and Proposed]
[In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc..
ETP - 15.0 KLD
v Mode of Disposal & Final meeting point
Domestic: Soak pit
Industrial: Out of total wastewater generation, Dilute Sulphuric Acid will be sent to Novel
Spent Acid Management, Vatva, process wastewater will be passed through
RO. Permeate of RO will be reused for washing. Effluent from washing, utility &
scrubber will be treated in ETP and disposed off into CETP-Vatva after
achieving CETP inlet norms.
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vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE, CHWIF
etc.
Name of Common facility
CETP- GESCSL, Vatva
Spent acid to Novel Spent Acid Management, Vatva
Membership of Common facility (CF)
--
vii Reuse/Recycle details (KLD)
11.0 KLD
E Air
i Flue gas emission details
No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
Existing & Proposed
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-
Sr.
no.
Source of
emission
With
Capacity
Stack
Height
(meter)
Type
of
Fuel
Quantity
of Fuel
MT/Day
Type of
emissions i.e. Air
Pollutants
Air
Pollution
Control
Measures
(APCM)
Existing
1. Steam Boiler (300 Kg/Hr)
18 Agro
waste
1.45 TPD PM<150 mg/Nm3
SO2<100 ppm
NOx<50 ppm
Cyclone
2. Thermic Fluid Heater (5.0 Lakhs Cal/Hr)
18 Not in
opera
tion
-- Cyclone
Total proposed after expansion with dismantle/modification of existing
1 Steam Boiler (300 Kg/Hr) (2 nos.)
18
(Common)
HSD 60 lit/hr. PM<150 mg /Nm3
SO2<100 ppm
NOx<50 ppm
--
-
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
Existing & Proposed
-
Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution
Control Measures
(APCM)
Existing
1. Spray Dryer
(150 Lt/Hr)
PM:150 mg /Nm3 12 Cyclone & Water
Scrubber
2. Chloro
Sulphonation
Reaction Vessel
SO2<40 mg /Nm3
HCl< 20 mg /Nm3
Cl2<9 mg /Nm3
18 Water & Alkali
Scrubber
Total proposed after expansion with dismantle/modification of existing
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1. Spray Dryer
(500 Lt/hr.) (NG-50 SCM/hr.)
PM:150 mg /Nm3
SO2:100 ppm
NOx:50 ppm
21 Cyclone+ water
scrubber
+submerged type
gas bubbling tank
2. Chloro
Sulphonation
Reaction Vessel
SO2<40 mg /Nm3
HCl< 20 mg /Nm3
Cl2<9 mg/Nm3
18 Water & Alkali
Scrubber
-
iii Fugitive emission details with its mitigation measures.
There are chances of the fugitive emission due to handling of raw materials, from process
and hazardous chemicals.
Mitigation Measures:
• Entire process will be carried out in closed reactors.
• Pneumatically transfer of liquid raw material in rector.
• Raw material will be stored in the covered structure.
• Greenbelt will be developed around the plant to arrest the fugitive emission.
• Frequent work area monitoring will be done ensure fugitive emissions level.
• Internal road will be concreted or paved to reduce the fugitive emission during
vehicular movement.
• Water sprinkling will be done to control air borne dust.
F Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement)
Rules 2016.Existing & Proposed
i
Sr.
no.
Type/Name
of
Hazardous
waste
Source of
generation
Category
and
Schedule
as per
HW
Rules.
Quantity
(MT/Annum)
Disposal Method
Existing Propose
d
Total
1 ETP Sludge
ETP 35.3 0.36
MT/
month
1.64 MT/
month
2.0 MT/
month
Collection, Storage,
Transportation, Disposal
at TSDF.
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2 Discarded
Containers/
barrels
Bags/Liner
RM Storage 33.1 120
Nos./
month
0.5 Mt/
month
280
nos./
month
1.5 MT/
month
400
Nos./
month
2.0 Mt/
month
Collection, Storage,
Decontamination,
Transportation, Disposal
by selling to authorized
recycler or reuse.
3 Used Oil Machineries 5.1 10
Lt/yr.
40
lit/year
50 Lt/yr. Collection, Storage,
Transportation, Disposal
by selling to Registered
refiners.
4 Spent
sulphuric
acid
Process 26.3 -- 350 Mt/
Month
350 Mt/
Month
Collection, Storage,
Transportation, Disposal
at NOVEL.
-
ii Membership details of TSDF, CHWIF etc.
iii Details of Non-Hazardous waste & its
disposal(MSW and others)
--
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
No use of any solvent
ii VOC emission sources and its mitigation measures
--
Technical presentation was made by the project proponent. Committee noted that proposal is falling
under 5(f). Committee noted that this is an expansion proposal. Unit has valid CC&A. During
presentation, water consumption, waste water generation and final management of treated waste water
were discussed at length. PP mentioned that water supply source will be from GIDC. Total Water
consumption will be 40KLPD; unit will recycle 11 KLPD. So, the fresh water consumption will be 29
KLPD. Waste water generation will be 12.7KLPD.Out of total wastewater generation, Dilute Sulphuric
Acid will be sent to Novel Spent Acid Management, Vatva. Process wastewater will be passed through
RO. Permeate of RO will be reused for washing. Effluent from washing, utility & scrubber will be treated
in ETP and disposed off into CETP. Committee asked PP that water balance is not satisfactorily
addressed for existing and proposed expansion scenario. PP addressed air pollution control measures
and hazardous waste management measures for the proposed expansion adequately.Industrial unit is
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located in GIDC which is existing prior to EIA Notification 2006 and hence it is decided to exempt public
hearing for the aforementioned proposal.
Considering the above project details, it was decided to recommend standard TOR for the
Synthetic Organic Chemical projects approved by SEIAA in its 12th meeting dated 16/09/2017 for
the EIA study to be done covering 10 Km radial distance from the project boundary with
following project specific TOR.
1. Justification of water consumption increase in context to production compared to existing
scenario.
2. Revised water balance with details of each aspect of water consumption and waste water
generation with detailed justification of zero process waste water generation after
expansion.
3. Adequacy of proposed area with respect to plant machineries , EMS, green belt , safety
aspect, raw material & product storage considering worst case scenario. Submit proper lay
out plan clearly demarcating all activities with scale.
Further, the TOR prescribed as above and as per the standard TOR approved by SEIAA and the model
ToRs available in the MoEFCC’s sector specific EIA Manual for ‘Synthetic Organic Chemical
Industry’ shall be considered as generic TORs for preparation of the EIA report in addition to all the
relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification,
2006.The project proponent shall have to apply for Environmental clearance through online portal
http://environmentclearance.nic.in/ along with final EIA report.
16. SIA/GJ/IND2/21557/2017 M/s. MakwellPlastisizers Pvt. Limited
Plot No: 57/D/B, 1st Phase, Notified Industrial
Area, GIDC, Vapi, Pin Code: 396195,
Tal.: Pardi, Dist.: Valsad (Gujarat)
Appraisal
Project / Activity No.: 5(f)
Project status: Expansion
• PP has submitted online application vide no. SIA/GJ/IND2/21557/2017 dated 23/01/2018 for
obtaining Environmental Clearance.
• MoEF&CC has issued TOR to PP vide letter dated 02/08/2017.
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• Project proponent has submitted EIA Report prepared by M/s: Eco Chem Sales & Services,
Surat based on the TOR issued by MoEF&CC.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr.
no.
Name of the
Products
CAS no. /
CI no.
Quantity (MT/Month) End-use of the products
Existing Proposed Total
1. Chlorinated
Paraffin Wax 85535-85-9 250 1500 1750 The dominant applications are for
Rubber industry, paint industry,
industrial lubricants,In carbon paper
as flexible coating, in PVC and
Ethyl Cellulose industries, in the
manufacture of shoe soles, tubing,
cable wires, carpets etc. in all
flexible PVC products as per
requirement.
2. Sulpho
Chlorinated
Paraffin Wax
93763-69-0 00 500 500
Total ---- 250 2000 2250
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• Salient features of the project are as under:
Sr. no.
Particulars Details
A Total cost of Proposed Project
(Rs. in Crores):
Existing: 2.07 Crores Proposed: 2.43 Crores Total: 4.50 Crores
(1) Capital cost for EMS (Environmental Management System):. 0.35 Crores
(2) Recurring cost towards the environmental protection measures:0.07Crores per
Annum.
B Total Plot area ( sq. meter)
Existing: 5126.0 m2 Proposed: 0.0 (development on open land of existing plant) Total: 5126.0 m2
Green belt area,/Tree Plantation area ( sq. meter)
Existing: 770 m2 Proposed: 935 m2 Total: 1705 m2
C Employment generation
1. Direct Existing: 25 Nos. Proposed: 10 Nos. Total: 35 Nos.
2. Indirect Existing: 50 Nos.
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Proposed: 50 Nos. Total: 100 Nos.
D Water i
Source of Water Supply (GIDC Bore well, Surface water, Tanker supply r etc...)
GIDC, Vapi Water Supply
Status of permission from the concern authority. Water permission letter no. GIDC/DEE/(W/S)/NA/VAPI/34 dated 11/04/2017 by GIDC is attached in EIA/EMP Report.
ii Water consumption (KLD)
Existing KLD
Proposed (Additional) KLD
Total after Expansion KLD
Remarks
(A) Domestic 1.00 1.00 2.00
(B) Gardening 1.00 0.00 1.00
Industrial
Process 13.00 76.00 89.00
Washing 2.00 -1.00 1.00
Boiler 2.00 24.00 26.00
Cooling 2.00 18.00 20.00
Others 1.00 2.00 3.00 Tail Scrubber
Industrial Total 20.00 119.00 139.00
Grand Total (A+B+C)
22.00 120.00 142.00
1) Total water requirement for the project: 142 KLD
2) Quantity to be recycle:7.8 KLD
3) Total fresh water requirement: 134.2 KLD
iii Waste water generation (KLD)
Category Existing KLD
Proposed (Additional) KLD
Total after Expansion KLD
Remarks
(A) Domestic 1.00 1.00 2.00
Treated in septic tank/ soak pit
Industrial
Process 00 00 00
Washing 2.00 -1.0 1.00 Treated in ETP
Boiler 0.50 2.50 3.00 Treated in R.O.Plant Cooling 0.50 4.50 5.00
Others- Tail Scrubber 1.00 2.00 3.00 Treated in ETP Total Industrial
waste water 4.00 8.00 12.00
Note: R O permeate (6.8 m3/day)directly use in process and RO rejection (1.0 m3/day) directly used for floor/container washing
iv Treatment facility within premises with capacity (ETP,MEE, STP etc).
ETP capacity: 5 KLD R.O.Plant capacity: 10 KLD
v Mode of Disposal & Final meeting point Domestic: Septic Tank/Soak Pit system
Industrial: After proposed expansion 12 KLD of effluent will be generated, out of 4 KLD will be
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treated in ETP and after primary treatment it will be discharged to CETP for further treatment. Remaining 8 KLD will be treated in R.O.Plant, R O permeate (6.8 m3/day) directly use in process and RO rejection (1.0 m3/day) directly used for floor/container washing.
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , name of CF
We have already obtained membership certificate from CETP as well as TSDF of Vapi Green Enviro Ltd.
Membership of Common facility (CF) Letter No. CEPT_Memb.CERTI/0816 dated 04/02/2017
vii Reuse/Recycle details (KLD) 7.8 KLD of treated effluent will be recycled E Air [Existing & Proposed]
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
S.
No. Particulars
Details
Existing Proposed Total
A). FLUE GAS EMISSION
1. Steam Boiler 3 TPH --- 3 TPH
i. Fuel used and its
Consumption
Imported Coal -
500 kg/h. ---
Imported Coal - 500
kg/h.
ii. Pollutants PM: 150 mg/NM3 SO2: 100 ppm NOx: 50 ppm
iii. APC MDC & Bag
Filter --- MDC & Bag Filter
iv. Height of Stack 15 m --- 15 m
2. DG Set 125 KVA --- 125 KVA
i. Fuel used and its
Consumption HSD – 30 L/h. --- HSD – 30 L/h.
iii. Pollutants PM: 150mg/NM3 SO2: 100 ppm NOx: 50 ppm
iv. APC Exhaust --- Exhaust
v. Height of Stack 11 m --- 11 m
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
PROCESS GAS EMISSION
1. Stack attached
to
Chlorinator:
I,II,III,IV
Chlorinator:
V, VI, VII, VIII,
Chlorinator:
I,II,III,IV, V, VI, VII,
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IX,X,XI,XII VIII, IX,X,XI,XII
i. Pollutants HCl < 20 mg/NM3 and Cl2 < 9 mg/NM3
ii. APC Graphite/FRP/HDPE Water Scrubber followed by Alkali
Scrubber
iii. Height of Vent 11 m 11 m 11 m
iii Fugitive emission details with its mitigation measures. [Existing & Proposed]..As below
Fugitive emission details with its mitigation measures. [Existing & Proposed]
• Concrete road is already developed within plot premises to avoid fugitive dust due to vehicle movement.
• Manufacturing activity is/will be carried out in closed reactors/vessels and
• Regular checking and maintenance of the same is/will be carried out to avoid any leakages. All the raw materials are/will be stored in closed containers and in sealed bags and will be handled through closed system to avoid the handling losses.
F Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016. [Existing & Proposed]
i
# Type of Waste/
Category
Source of generation
Qty (TPA)
Storage Disposal Existing
Proposed Total
1.
Waste from ETP
Sch.- I, 35.3
ETP 3.60
5.00 8.60 HDPE
Bags
Disposed-off into TSDF (Vapi Green Enviro Ltd., Vapi)
2. Used Oil Sch.- I,
5.1 D.G.Set
0.024 0.30
0.32
4 Drum Sell to registered
recycler
3.
Discarded Containers
Sch.- I:, 33.1
Utilities/Raw/
Products
5.00 10.00
15.0
0
Washed and
stored
Utilized for packing of hazardous waste or sell to authorized
recycler
4.
Sludge from Wet
Scrubber Sch.- I,
37.1
Scrubber 1.92
4.08 6.00 HDPE
Bags Disposed-off into
TSDF Vapi
5. 30% HCl Sch.- II,
B 15 Process
5433.0 45759.0
5119
2.0 Tank Sell to actual user
Solid Waste
1. Fly Ash -- 0.5 kg/h. 0.5
kg/h. Stored in
Silo Is/will be sent to
Brick Manufacturers
Quantity of discarded containers must be in MT/Annum.
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ii Membership details of TSDF, CHWIF etc.
We have already obtained membership certificate from CETP as well as TSDF of Vapi Green Enviro Ltd. vide Letter No. CEPT_Memb.CERTI/0816 dated 04/02/2017
iii Details of Non-Hazardous waste & its disposal (MSW and others)
Fly ash will be sold to Brick
Manufacturers. MOU is attached in EIA/EMP report.
G Solvent management, VOC emissions etc.
i Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents.
Not Applicable.
ii VOC emission sources and its mitigation measures Not Applicable.
During the meeting dated 16/05/2018, technical presentation made during the meeting by project
proponent. The proposal is expansion. Proposal was appraised based on the information furnished in
the EIA Report and details presented during the meeting. It is noted that 142 KLPD will be the total
water requirement and 14 KLPD of waste water will be generated. Industrial effluent of 4 KL/day shall
be treated in ETP and discharged to the CETP and remaining 8 KLPD will be treated in RO plant.
The baseline environmental quality has been assessed for various components of the environment viz.
air, noise, water, biological and socioeconomic aspect. The baseline environmental study has been
conducted for the study area of 10 km radial distance from project site for the period March 2017 to
May 2017 and additional one month in October 2017. Ambient Air Quality monitoring was carried out for
PM10, PM2.5, SO2, NOx, HCl and Cl2 at eight locations, including the project site. Values conform to
the prescribed standards for Ambient Air Quality. The incremental Ground Level Concentration (GLC)
has been computed using AIRMOD view. The resultant concentrations are within the NAAQS. The
modelling study proved that the air emissions from the proposed plant would not affect the ambient air
quality of the region in any significant manner. The ambient air quality around the proposed project site
will remain within the National Ambient Air Quality Standards (NAAQS).Risk assessment including
prediction of the worst-case scenario and maximum credible accident scenarios has been carried out.
The detail proposed safeguard measures including On-Site / Off-Site Emergency Plan has been
covered in the RA report. Compliance of the TOR was found satisfactory.
After detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of
Environmental Clearance with following specific condition :
1. Unit shall provide Continuous Emission Monitoring System [CEMS] and an arrangement shall
also be done for reflecting the online monitoring results on the company's server, which can be
assessable by the GPCB on real time basis.
2. The unit shall submit the list of authorized end users having rule 9 permission for Spent HCl
along with MoU signed with them at least two months in advance prior to commencement of
production. In absence of potential buyers of these items, the unit shall restrict the production of
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respective item.
17. SIA/GJ/IND2/10865/2016 M/s. Mac Industries
Plot no. 2405, C-1, Type, Shed No.2407/1 & 3,
GIDC Sarigam, Station – Bhilad, Dist: Valsad,
Gujarat -396155.
Appraisal
Project Proponent remained absent during meeting, hence committee decided to defer the
proposal in one of the upcoming SEAC meeting.
18. SIA/GJ/IND2/19820/2017 M/s. Intas Pharmaceutical Limited
Plot No. 2702/A, GIDC – Ankleshwar ,
Dist.-Bharuch
Appraisal
Project Proponent remained absent during meeting, hence committee decided to defer the
proposal in one of the upcoming SEAC meeting.
19. SIA/GJ/IND2/17472/2016 M/s TajPlyboard Pvt. Ltd.
Block No.: 223, Survey No.: 146/2, Village:
Karanj,Taluka: Mandvi, District: Surat, Gujarat
Appraisal
Project / Activity No.: 5(f)
Project status: New
• PP has submitted online application vide no. SIA/GJ/IND2/17472/2016dated 09/04/2018 for
obtaining Environmental Clearance.
• SEAC has recommended TOR to SEIAA and SEIAA has issued TOR to PP vide letter dated
18/02/2017.
• Project proponent has submitted EIA Report prepared by M/s: T. R. Associates,
Ahmedabadbased on the TOR issued by SEIAA.
• This is anew unit proposes for Synthetic Organic Chemicals manufacturing plant as tabulated
below:
Sr. Name of the CAS no. /CI no. Quantity End-use of products
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No. Products MT/Month
1. Phenol Formaldehyde
Resin
9003-35-4 130 Predominantly used in the wood based product manufacturing industry as adhesive.
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• Salient features of the project are as under:
Sr. no.
Particulars Details
A Total cost of Proposed Project (Rs. in Crores): 2.1 Crores
1. Capital cost for EMS (Environmental Management System): 0.35 Crores
2. Recurring cost towards the environmental protection measures: 0.14 Crores per
Annum.
B Total Plot area ( sq. meter) 3,998 Sq. m.
Green belt area,/Tree Plantation area ( sq. meter) 1,220 Sq. m. C Employment generation
1. Direct 15
2. Indirect
Total 15
D Water
i
Source of Water Supply (GIDC Bore well, Surface water, Tanker supply r etc...)
Water Tanker Supply
Status of permission from the concern authority. Not Applicable
ii Water consumption (KLD)
Category
Water Consumption KLD
(A) Domestic 1.0
(B) Gardening 2.3
(C) Industrial
Process --
Washing 0.1
Boiler --
Cooling Tower 0.5
Others --
Industrial Total 0.6
Total (A + B + C) 3.9
1) Total water requirement for the project: 3.9 KLD 2) Quantity to be recycle: Nil 3) Total fresh water requirement: 3.9 KLD
iii Waste water generation (KLD)
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-
Category KLD Remarks
(A) Domestic 0.9 To Septic tank/Soak pit
system
(B) Industrial
To ETP followed by Evaporator
Process --
Washing 0.1
Boiler --
Cooling 0.05
Others --
Total Industrial waste water
0.15
-
iv Treatment facility with capacity (ETP, CETP, MEE, STP, Spray Dryer etc).
On site Effluent Treatment Plant (Cap.- 1.5 kl/day) followed by an Evaporator (Cap. - 50 litres/hr)
v Mode of Disposal & Final meeting point
Domestic: Septic tank/ Soak pit system
Industrial: ETP followed by Evaporator
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , name of CF
Not Applicable
Membership of Common facility (CF) --
vii Reuse/Recycle details (KLD) --
E Air
i Flue gas emission details No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
Sr.
no.
Source of
emission
With
Capacity
Stack
Height
(meter)
Type
of Fuel
Quantity
of Fuel
MT/Day
Type of
emissions i.e.
Air Pollutants
Air Pollution
Control
Measures
(APCM)
1
Thermic Fluid
Heater
(6 Lakh
Kcal/hr)
30 m Coal
1.45
MT/day SPM ≤ 150 mg/Nm3
SO2≤ 100 ppm
NO2≤ 50 ppm
Bag Filter
2 D.G. set
(75 KVA) 6 m Diesel 14
Litres/Hr.
Not Applicable*
Note: * D. G. set will be used as back-up and Diesel is considered as clean fuel.
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
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Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height
(meter)
Air Pollution Control
Measures
(APCM)
Not Applicable
iii Fugitive emission details with its mitigation measures. As below:
There will be chances of fugitive emissions due to manufacturing activity and storage & handling of raw materials. Following measures will be adopted to prevent and control fugitive emissions:
• The entire manufacturing activity will be carried out in closed reactors/vessels and regular checking and maintenance of the same is carried out to avoid any leakages.
• All the motors of pumps for the handling of hazardous chemicals will be flame proof and provided with suitable mechanical seal with stand-by arrangement.
• Control of all parameters on a continuous basis will be done by adequate control valves, pressure release valves and safety valves etc.
• All the flange joints of the pipe lines will be covered with flange guards.
• A regular preventive maintenance will be planned and performed to replace or rectify all damage gaskets, joints etc.
• All raw materials will be stored in tanks/drums in isolated/designated storage area and will be kept tightly closed.
• All precautionary measures will be taken while handling various hazardous chemicals.
• There will also provision of adequate ventilation system in process plant and hazardous chemical storage area.
• Gas detectors will be provided in work area.
• Workers will be provided with appropriate personal protective equipments.
• Unit will also develop green belt area within the factory premises to control the fugitive emissions from spreading into surrounding environment.
• Unit will carry out work area monitoring twice in a year as per GFR.
F Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.
i
Sr. no.
Type of Hazardous
waste
Source of generation
Category and
Schedule as per HW
Rules.
Quantity (MT/
Annum)
Disposal Method
1
ETP Sludge
+
Evaporation
Residue
Effluent
Treatment Plant
35.3 0.9
Collection, storage and
disposal at approved
TSDF site
2 Used Oil
Plant Machineries
5.1 0.01 Collection, storage and
used within premises as a
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lubricant / sold to
registered recycler.
3
Discarded
Plastic Bags/
Barrels/Drums
Raw material Consumption 33.1 0.01
Collection, storage & sold
to authorized vendor.
Quantity of discarded containers must be in MT/Annum.
ii Membership details of TSDF, CHWIF etc.
Unit will obtain membership of TSDF site after Commencement of proposed project.
ii Details of Non-Hazardous waste & its disposal (MSW and others)
The municipal solid waste includes the paper wastes from Office as well as other domestic wastes including food waste.
Paper wastes will be sold to scrap vendors, while other wastes will be disposed off in a proper manner.
G Solvent management& VOC emissions etc.
i Details of Solvent recovery (As per respective ToR) Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
Not Applicable
ii VOC emission sources and its mitigation measures
VOC emission source: raw material handling & transportation and manufacturing activities. Mitigation measures: Unit will install portable detection system for VOCs in the process area. In addition, unit will carry out regular work place monitoring.
During the meeting dated 16/05/2018, technical presentation made during the meeting by project
proponent. The proposal is new. Proposal was appraised based on the information furnished in the EIA
Report and details presented during the meeting. It is noted thatfresh water consumption will be
3.9KLPDand it will be met through the water tanker supply. Waste water generation will be 0.15KLPD
wastewater will be generated and treated in ETP and evaporated. There will be no process gas
emission. The coal will be used as fuel for thermic fluid heater.The baseline environmental quality has
been assessed for various components of the environment viz. air, noise, water, biological and
socioeconomic aspect. The baseline environmental study has been conducted for the study area of 10
km radial distance from project site for the period March 2017 to May 2017. Ambient Air Quality
monitoring was carried out for PM10, PM2.5, SO2, NOx,CO and VOC at five locations, including the
project site. Values conform to the prescribed standards for Ambient Air Quality. The incremental
Ground Level Concentration (GLC) has been computed using AERMOD. The resultant concentrations
are within the NAAQS. The modelling study proved that the air emissions from the proposed plant
would not affect the ambient air quality of the region in any significant manner. The ambient air quality
around the proposed project site will remain within the National Ambient Air Quality Standards
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(NAAQS).Risk assessment including prediction of the worst-case scenario and maximum credible
accident scenarios has been carried out. The detail proposed safeguard measures including On-Site /
Off-Site Emergency Plan has been covered in the RA report. Compliance of the TOR was found
satisfactory. Issues raised during public hearing were deliberated at length.
After detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of
Environmental Clearance.
20. SIA/GJ/IND2/20743/2015 M/s. Thirumalai Chemicals Limited
Plot No. D-2/CH/171/B, GIDC Industrial Estate
Dahej II, Taluka Vagra, District Bharuch, Gujarat
Appraisal
Project / Activity No.: 5(e)
Project status: New
• PP has submitted online application vide no. SIA/GJ/IND2/20743/2015 dated 03/04/2018for
obtaining Environmental Clearance.
• SEAC has recommended TOR to SEIAA and SEIAA has issued TOR to PP vide letter dated
01/10/2015 and amended on dated 07/02/2018.
• Project proponent has submitted EIA Report prepared by M/s: Kadam Environmental
Consultants, based on the TOR issued by SEIAA.
• This is an existing unit engaged in Synthetic Organic Chemicals and now proposes for
expansion as tabulated below:
Sr. No.
Name of the Products
CAS no. Quantity
MT/Month End-use of product
1 Dicarboxylic Anhydrides
Manufacture of plasticizers, Unsaturated polyester resins, Alkyd
resins, Plastics, esters, Polyester resin, and Phthalonitrile Dyes and Polyester polyols. a
Phthalic Anhydride
85-44-9 60,720
2 Dicarboxylic Acids
Food acidulant in fruit juices, jellies, gelatin desserts, jams &
preserves, candies, wine, bakery products, animal feed. Manufacture of pharmaceutical, personal care products and
industrial resins a Fumaric Acid/Maleic Acid
110-17-8 2,500
3 Imides & Esters of Dicarboxylic Anhydrides
Manufacture of Toys, Automotive components. Additive in
Fragrances & perfumes, Rubber. Used in solid rocket propellants, coating agents, moulding powders, as plasticizer in cellulose acetate lacquers, as a
solvent for nitro-cellulose and cellulose acetate in manufacture of varnishes & paints.
Manufacture of rubber retardant, water based inks and Dyes
a Di Ethyl Phthalate
84-66-2 4,400
b Di Methyl 131-11-3
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Phthalate and pigments.
C Phthalimide 85-41-6 4,000
• The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
• PP was called for presentation in the SEAC meeting dated 16/05/2018.
• Salient features of the project are as under:
Sr.
no. Particulars Details
A Total cost of Proposed Project (Rs. in Crores): 80 Crores
B Total Plot area ( sq. meter) 166206.75 Sq. m.
Green belt area,/Tree Plantation area ( sq. meter) 34,149.47Sq. m.
C Employment generation Operational Phase: 130
Construction Phase: 100
D Water
i
Source of Water Supply
(GIDC Bore well, Surface water, Tanker supply etc...)
Source of water supply is surface water i.e. Narmada water which is available from GIDC Dahej
Status of permission from the concern authority. Permission of 900 KLPD is given
by GIDC Dahej.
ii Water consumption (KLD)
Category KLD
(A) Domestic 15
(B) Gardening -
(C) Industrial
Process 30
Washing -
Boiler& DM Plant 130
Cooling 725
Others
Industrial Total 885
Total (A + B + C) 900
1) Total water requirement for the project: 900 KLD
2) Quantity to be recycle: 0 KLD
3) Total fresh water requirement: 900 KLD
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iii Waste water generation (KLD)
Category
Waste water
KLD Remarks
(A) Domestic 15 To STP for treatment and treated water will be used for gardening within the premises
(B) Industrial
Process 100 To ETP for treatment and treated effluent will be disposed off into deep sea via GIDC drainage
Washing -
Boiler 10
Cooling 30
Others (DM
Plant)
10
Total Industrial
waste water
150
Total [A + B] 165
-
iv Treatment facility within premises with capacity
[In-house ETP (Primary, Secondary, Tertiary), MEE, Stripper, Spray Dryer, STP etc..
The effluent generated from the various areas such as process, DM Plant, Cooling tower, Domestic water will be treated in the proposed ETP (Design flow 300 KLD) at site while the domestic sewage will be separately treated in proposed STP (Design Flow of 30 KLD)
v Mode of Disposal & Final meeting point
Domestic: STP
Industrial: ETP
vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , Name
of CF
-
Membership of Common facility (CF)
-
vii Reuse/Recycle details (KLD) 15 KLD- Used for Gardening within premises
E Air
i Flue gas emission details
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No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
-
Sr.
no.
Source of
emission
With
Capacity
Stack
Height
(meter)
Type of
Fuel
Quantity of
Fuel
MT/Day
Type of
emissions
i.e. Air
Pollutants
Air Pollution
Control
Measures
(APCM)
1
Boiler ( 2 Nos. with
capacity of 5 TPH and 6.3
TPH)
30.5 Natural
Gas 646 kg/hr.
Particulate Matter, SO2,
NOx
N/A
2
Oil Heating Unit (3 Nos. with capacity 0.8, 0.8 and
1.5 Million
Kcal)
30.5 Natural
Gas 300 kg/hr.
Particulate Matter, SO2,
NOx
N/A
3
D.G.Set (2Nos. with capacity of 1150 kVA, 1500 kVA)
6.5 (for 1150 kVA),
10.7 (for 1500 kVA)
HSD 427 kg/hr. Particulate
Matter, SO2, NOx
N/A
-
ii Process gas i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
-
Sr.
no.
Source of
emission
Type of
emission
Stack/Vent
Height (meter)
Air Pollution Control
Measures
(APCM)
1 Reactor of
Phthalic
Anhydride Plant
CO
VOC
31.2 Multi Stage Water
Scrubber
And Post reactor
catalyst bed 2 30
-
iii Fugitive emission details with its mitigation measures.
As below:
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Pressure safety valve release can be a cause of Fugitive emission. The probability of pressure safety valve release is extremely low, because of the incorporation of DCS control system, envisaged for the project. The robust DCS control system has a series of alarm systems and cascade controls which when not attended, result in the trip of the pumps and the production of the plant altogether. In the list of various layers of protection designed in the manufacturing operation of the plant, the release of the pressure safety valve stands as the last layer
F Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules
2016.
i
Sr.
no.
Type/Name of
Hazardous waste
Source of
generation
Category and
Schedule as per
HW Rules.
Quantity
(MT/Annum)
Disposal
Method
1 Vanadium and molybdenum Compounds
Process 35.2 0.003 MT To authorized TSDF
2 Used oil From various rotary machine
5.1 3.5 KL To authorized recyclers
3 ETP Sludge
From Effluent Treatment Plant
34.3 2 MT
Converted by vermiculture and used as gardening within site
4 Distillation Residue
Distillation of Phthalic Anhydride
20.3 0.5 MT To authorized TSDF
-
Ii Membership details of TSDF, CHWIF etc. For disposal of hazardous/incinerable waste, M/s. Thirumalai Chemicals Limited has taken membership of RSPL, panoli for disposal of hazardous waste.
Iii Details of Non-Hazardous waste & its disposal
(MSW and others)
S. N
o.
Typ
e o
f
Wa
ste
So
urc
e
Colle
ction,
Tre
atm
en
t /
Dis
posa
l
1 e-waste IT
sent to
authorized
recycler
G Solvent management, VOC emissions etc.
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Page 115 of 149
I Types of solvents, Details of Solvent recovery, % recovery. reuse of recovered Solvents
TCL does not use any solvents.
Ii VOC emission sources and its mitigation measures
Emission source: Reactor of Phthalic Anhydride Plant.
Multi Stage Water Scrubber and Post reactor catalyst bed are provided as APCM.
During the meeting dated 16/05/2018, technical presentation made during the meeting by project
proponent. The proposal is new. Proposal was appraised based on the information furnished in the EIA
Report and details presented during the meeting. It is noted that 900 KLPD is water consumption and
150 KLPD of waste water will be generated and treated in ETP and disposed in deep sea via GIDC
pipeline. Sewage of 15 KLPD will be generated and treated in STP and used for gardening within
premises.
The baseline environmental quality has been assessed for various components of the environment viz.
air, noise, water, biological and socioeconomic aspect. The baseline environmental study has been
conducted for the study area of 5 km radial distance from project site for the period March 2017 to May
2017. Ambient Air Quality monitoring was carried out for PM10, PM2.5, SO2, NOX, Cl2, HCl, NH3, HBr,
VOCs, HC, CO at six locations, including the project site. Values conform to the prescribed standards
for Ambient Air Quality. The incremental Ground Level Concentration (GLC) has been computed using
ISCST3. The resultant concentrations are within the NAAQS. The modelling study proved that the air
emissions from the proposed plant would not affect the ambient air quality of the region in any
significant manner. The ambient air quality around the proposed project site will remain within the
National Ambient Air Quality Standards (NAAQS).Fluoride in jolwa village, TDS in Vadadla village,
TDS, chloride, total hardness in Vav village, total hardness in Galenda village, TDS, chloride, total
hardness, nitrate in Atali and Rahiyad village found higher than permissible limit of ground water. BOD
found higher than permissible limit in surface water sample of all location. Risk assessment including
prediction of the worst-case scenario and maximum credible accident scenarios has been carried out.
The detail proposed safeguard measures including On-Site / Off-Site Emergency Plan has been
covered in the RA report. Compliance of the TOR was found satisfactory.
After detailed discussion, It was decided to consider the proposal after submission of the
following details by the PP.
1. Explore possibilities of maximum reuse/zero liquid discharge of the treated waste water
within premises.
2. To readdress TOR 22 for economical and technical viability of the effluent treatment system
in order to recycle treated waste water/pursuing ZLD.
3. Conduct need based survey for compliance of Corporate Environment Responsibility and
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activities required to be implemented with detailed outlay of five years including recurring
and capital cost.
4. PP shall prepare rainwater harvesting plan for the villages under study area where ground
water quality is exceeding as per the desirable and permissible limit prescribed in IS 10:500
norms in order to bring the exceeding parameters within norms as per IS:10,500.
5. PP shall adopt best available technology for manufacturing of the products in order to
optimize use of natural resources.
21. SIA/GJ/IND2/19194/2012 M/s. Navin Fluorine Internation Limited
Plot No.: D-2/11/A, GIDC Industrial Area, Dahej,
Village Vadadla, Taluka Vagra,District Bharuch,
Gujarat-392130
Bifurcation of EC
Project / Activity No.: 5(f)& 1(d)
Project status: Split EC
• PP has submitted online application vide no. SIA/GJ/IND2/19194/2012 dated03/04/2018for
bifurcation of the existing Environmental Clearance.
• M/s. Navin Fluorine International Limited (NFIL) has proposed for Split of EC of Existing
Environment Clearance obtained by NFIL vide letter no. SEIAA/GUJ/EC/5(f)&1(d)/43/2013
dated 04.03.2013 & Consent to Establish (CTE/NOC) vide order no. CTE-54406 dated
15/07/2013 & also obtained CTE/NOC product mix vide order no. CTE Amendmnet-63783 or
letter no. GPCB/CE/BRCH-B/CTE-155/ID-39424/223823 dated 01.09.2014.
• M/s. Navin Fluorine International Limited (NFIL) obtained EC for total of 29 product groups (i.e.
20 Organic groups & 9 Inorganic groups) amounting to total production of 8,12,110 MT/Annum
on 04.03.2013. Thereafter they have applied and obtained change in product mix for 29 product
groups with 8,04,818 MT/Annum capacity in 01.09.2014. After receiving EC, it was decided to
execute project in a phased manner owing to the big size of project requiring huge capital
allocation from project proponent.
• The industry is located at Plot No. D-2/11/A, Dahej GIDC, Bharuch, Gujarat. Now, the plot will
be sub divided in to two parts i.e. D-2/11/A/1 & D-2/11/A and so as the unit is also divided in to
two parts as Navin Fluorine International Limited (Unit-I), called as Convergence Chemicals Pvt.
Ltd. (CCPL) &Navin Fluorine International Limited (Unit-II), called as Navin Fluorine International
Limited (NFIL).
• The address of the units will be as below:
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1. Navin Fluorine International Limited (Unit-I), called as Convergence Chemicals Pvt. Ltd.
(CCPL): Plot No. D-2/11/A/1, Dahej GIDC, Bharuch, Gujarat.
2. Navin Fluorine International Limited (Unit-II), called as Navin Fluorine International
Limited (NFIL): Plot No. D-2/11/A, Dahej GIDC, Bharuch, Gujarat.
• Existing EC EC letter vide order No. SEIAA/GUJ/EC/5(f)&1(d)/43/2013 dated 04.03.2013is valid
up to 5 years i.e. up to 04/03/2018. In view of the S.O. 1141 (E) dated 29.04.2015 and
subsequent amendment / orders therein, PP has also requested to consider and grant their EC
validity as 7 years i.e. up to 04/03/2020.
• NFIL intend to split EC based on existing EC followed by CTE product mix. Hence, there will be
no change in existing plant scenario. EC split details are as below:
1. PRODUCT DETAILS:
Detailed list of products is shown as per below table 1, 2 & 3:
TABLE 1 - LIST OF PRODUCTS (EXISTING)
SR.
NO. NAME OF PRODUCTS
QUANTITY
(TPA)
ORGANIC PRODUCTS
1. Fluoro Toluenes / Fluoro Benzene / Difluoro Benzenes / Chloro
Fluoro Toluenes 1150
2.
Fluoro Benzaldehydes (2 Chloro 6 Fluoro Benzaldehyde, 3-Chlor-2-
fluorobenzaldehyde, 4 & 2 Fluoro Benzaldehyde), 4 Fluoro Benzyl
Chloride, 4 Fluoro Benzal chloride, 3 Fluoro Benzoyl chloride 2
Fluoro Benzoic Acid / 4 Fluoro Benzoic Acid / 4-Fluorobenzalchloride
/ 4 Fluorobenzylchloride
540
3.
Bromo Fluoro Benzenes (1 Bromo 4 fluro benzene, 2Bromo 4Fluoro
Aniline, 4 Bromo 2 Fluoro Aniline, 3 BromoBenzotrifluoride, TFBB
(3,4,5 Tri Fluoro Bromo Benzene), BFAA (2 Bromo 4 Fluoro
Acetanilide), Bis (Trifluoromethyal) Bromo Benzene
1500
4.
Fluoro BenzoPhenones(4 Fluoro Benzophenone, 2-4
Difluorobenzophenone, 4,4' Difluorobenzo-phenone, 4 Fluoro
Acetophenone, 3,5-bis (trifluoromethyl) Acetophenone) / Ethanones
(1-Cyclopropyl-2-(2-fluorophenyl)-ethanone)
180
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5.
Fluoro Anilines (2 Fluoro aniline, 2,5 Bis(trifluoro methyl) aniline, 3,5
Bis (trifluoro Methyl) Aniline,3-Trfluoromethyl-4-cyano aniline, 3-
Fluoro-4-morpholinoaniline, 4 Chloro 2 Tri Fluoro Acetyaniline HCL
Hydrate, Tri Fluoro Methoxy Aniline) and Difluoro Anilines
400
6.
Benzo tri Fluorides and derivatives (3 Amino benzo-trifluoride, 3
Amino-4Chloro Benzotrifluoride, Para chlorobenzo-trifluoride, 3
Chloro Benzotrifluoride,3 Chloro 4 Fluoro Benzotrifluoride, Tri Fluoro
Methoxy benzene &Bis (TrifluoroMethoxy benzene))
2100
7. Fluoro Nitro benzenes (4 Fluoro Nitro Benzene, 2 Fluoro Nitro
Benzene, 2-4 DiFluoroNitroBenzene, 3-4 Difluoro Nitro Benzene) 175
8. Fluoro Phenols / Anisols (4 Fluoro 3 Trifluoro Methyl Phenol, 4
Fluoro Phenol &Anisol, 2 Fluoro Phenol and other Fluoro Phenols) 240
9. Fluoro Benzayl Amines / Benzamides / Benzonitriles
(4FBenzylamine, 2-6 Di Fluoro Benzamide, 4 F Benzonitrile) 400
10. 3 HydroxyBenzotrifluoride 150
11. Tri Fluoro Ethanol / 2,3,5,6-Tetra Fluoro Benzyl Alcohol 200
12.
Fluoro Acetates (Ethyl 4 4 4 trifluoroAceto Acetate, ETFA (Ethyl
2,2,2 trifluoro Acetate), EBDFA (Ethyl BromoDifluoroAceto Acetate) /
Ethyl difluoro Acetate, Ethyl DifluoroAceto acetate, Fluoro Acetic
Acids (2,4,5 trifluorophenylAceticacid) / 6 Fluoro 3,4-Dihydro-2H-1-
BenzoPyraan-2-Carbooxylicacid / 4-(trifluoro methyl) salicylic acid /
Ethyl 2-cyclopropyl-4-(4-fluorophenyl)-quinolyl-3 carboxylate
600
13.
Fluoro Pyridines (5 Chloro 2,3 Difluopryridine, 2-Fluro pyridine, 2-
Fluoro-6-Trifluoromethyl pyridine, 2,3-dichloro-5-(trifluoromethyl)
pyridine, 5 Fluorouracil), Chloro Fluoro Pyridines &Chloro Fluoro
Bromo Pyridines
200
14. 5 DifluoroMethoxy 2 Mercapto 1 H Benzimidazole 680
15. 3-trifluoromethylcinnamic Acid 21
16. 3-(4-Fluorophenyl)-1-isopropyl-1H-Indole 12
17. 6-Fluoro-3-(4-peperodinyl)1,2-benzisoxazole 0.5
18. Gemcitabine Int T8 1
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19. R134a, 125, R-32, R-22 44,000
20.
Acetone Based Products (Hexachloroacetone,
HexafluoroacetoneTrihydrate, Hexafluoro Isopropanol, Hexafluoro
Isopropyl Methyl Ether)
1500
TOTAL 54,050
INORGANIC PRODUCT
1. Sulphuric acid / Oleum / Spent sulfuric acid 90,000
2. Hydrofluoric acid 30,000
3.
Metal Fluorides (Aluminium Fluoride, Sodium Aluminium Fluoride,
Potassium, Sodium, Magnasium, Cadmium, barium, Nickel, Silicon,
fluorides &bifluorides, Fluoboric acid and fluoborates& Alkali metal
Fluoro Phosphates (Sodium / Potassium)
10,000
4.
Misc. Fluoride (BF3, ABF, AF and adducts such as BF3+Ether,
BF3+THF, BF3+Acetonitrile, BF3+Phenol, BF3+Ethyl Amine,
BF3+Methanol, HF+Fluoropyridines, HF-Urea, Fluoro Phosphoric
acids, HF Triethyl Amine etc. and other HF adducts
10,000
5. Hydrochloric acid-based products (Calcium chloride, Ferric chloride,
Polyaluminium chloride, Ammonium chloride) 3,53,658
6. Sulphuric acid-based products (Alum) 1,30,000
7. Calcium Sulphate (CaSO4) 1,20,000
8. Calcium Fluoride (Metspar) 2250
9. Potassium Chloride (KCl) 4860
TOTAL 7,50,768
Captive Power Plant (CPP) 8 MW
TABLE 2 - LIST OF PRODUCTS (FOR UNIT-I, CCPL)
SR. NAME OF PRODUCTS QUANTITY (TPA)
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NO. EXISTING
PROPOSE
D TOTAL
ORGANIC PRODUCTS
1. Fluoro Toluenes / Fluoro Benzene / Difluoro
Benzenes / Chloro Fluoro Toluenes 1150 -1150 0
2.
Fluoro Benzaldehydes (2 Chloro 6 Fluoro
Benzaldehyde, 3-Chlor-2-
fluorobenzaldehyde, 4 & 2 Fluoro
Benzaldehyde), 4 Fluoro Benzyl Chloride, 4
Fluoro Benzal chloride, 3 Fluoro Benzoyl
chloride 2 Fluoro Benzoic Acid / 4 Fluoro
Benzoic Acid / 4-Fluorobenzalchloride / 4
Fluorobenzylchloride
540 -540 0
3.
Bromo Fluoro Benzenes (1 Bromo 4 fluro
benzene, 2Bromo 4Fluoro Aniline, 4 Bromo 2
Fluoro Aniline, 3 BromoBenzotrifluoride,
TFBB (3,4,5 Tri Fluoro Bromo Benzene),
BFAA (2 Bromo 4 Fluoro Acetanilide), Bis
(Trifluoromethyal) Bromo Benzene
1500 -1500 0
4.
Fluoro BenzoPhenones(4 Fluoro
Benzophenone, 2-4 Difluorobenzophenone,
4,4' Difluorobenzo-phenone, 4 Fluoro
Acetophenone, 3,5-bis (trifluoromethyl)
Acetophenone) / Ethanones (1-Cyclopropyl-2-
(2-fluorophenyl)-ethanone)
180
-180 0
5.
Fluoro Anilines (2 Fluoro aniline, 2,5
Bis(trifluoro methyl) aniline, 3,5 Bis (trifluoro
Methyl) Aniline,3-Trfluoromethyl-4-cyano
aniline, 3-Fluoro-4-morpholinoaniline, 4
Chloro 2 Tri Fluoro Acetyaniline HCL Hydrate,
Tri Fluoro Methoxy Aniline) and Difluoro
Anilines
400 -400 0
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6.
Benzo tri Fluorides and derivatives (3 Amino
benzo-trifluoride, 3 Amino-4Chloro
Benzotrifluoride, Para chlorobenzo-trifluoride,
3 Chloro Benzotrifluoride,3 Chloro 4 Fluoro
Benzotrifluoride, Tri Fluoro Methoxy benzene
&Bis (TrifluoroMethoxy benzene))
2100
-2100
0
7.
Fluoro Nitro benzenes (4 Fluoro Nitro
Benzene, 2 Fluoro Nitro Benzene, 2-4
DiFluoroNitroBenzene, 3-4 Difluoro Nitro
Benzene)
175 -175 0
8.
Fluoro Phenols / Anisols (4 Fluoro 3 Trifluoro
Methyl Phenol, 4 Fluoro Phenol &Anisol, 2
Fluoro Phenol and other Fluoro Phenols)
240 -240 0
9.
Fluoro Benzayl Amines / Benzamides /
Benzonitriles (4FBenzylamine, 2-6 Di Fluoro
Benzamide, 4 F Benzonitrile)
400 -400 0
10. 3 HydroxyBenzotrifluoride 150 -150 0
11. Tri Fluoro Ethanol / 2,3,5,6-Tetra Fluoro
Benzyl Alcohol 200 -200 0
12.
Fluoro Acetates (Ethyl 4 4 4 trifluoroAceto
Acetate, ETFA (Ethyl 2,2,2 trifluoro Acetate),
EBDFA (Ethyl BromoDifluoroAceto Acetate) /
Ethyl difluoro Acetate, Ethyl DifluoroAceto
acetate, Fluoro Acetic Acids (2,4,5
trifluorophenylAceticacid) / 6 Fluoro 3,4-
Dihydro-2H-1-BenzoPyraan-2-
Carbooxylicacid / 4-(trifluoro methyl) salicylic
acid / Ethyl 2-cyclopropyl-4-(4-fluorophenyl)-
quinolyl-3 carboxylate
600 -600 0
13.
Fluoro Pyridines (5 Chloro 2,3 Difluopryridine,
2-Fluro pyridine, 2-Fluoro-6-Trifluoromethyl
pyridine, 2,3-dichloro-5-(trifluoromethyl)
pyridine, 5 Fluorouracil), Chloro Fluoro
Pyridines &Chloro Fluoro Bromo Pyridines
200 -880 0
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14. 5 DifluoroMethoxy 2 Mercapto 1 H
Benzimidazole 680
15. 3-trifluoromethylcinnamic Acid 21 -21 0
16. 3-(4-Fluorophenyl)-1-isopropyl-1H-Indole 12 -12 0
17. 6-Fluoro-3-(4-peperodinyl)1,2-benzisoxazole 0.5 -0.5 0
18. Gemcitabine Int T8 1 -1 0
19.
R134a, 125, R-32 44,000 -42,000
0
R-22 2000
20.
Acetone Based Products
(Hexachloroacetone,
HexafluoroacetoneTrihydrate, Hexafluoro
Isopropanol, Hexafluoro Isopropyl Methyl
Ether)
1500 0 1500
TOTAL 54,050 -50,550 3500
INORGANIC PRODUCT
1. Sulphuric acid / Oleum / Spent sulfuric acid 90,000 -90,000 0
2. Hydrofluoric acid 30,000 -29,950 50
3.
Metal Fluorides (Aluminium Fluoride, Sodium
Aluminium Fluoride, Potassium, Sodium,
Magnasium, Cadmium, barium, Nickel,
Silicon, fluorides &bifluorides, Fluoboric acid
and fluoborates& Alkali metal Fluoro
Phosphates (Sodium / Potassium)
10,000 -9000 1000
4.
Misc. Fluoride (BF3, ABF, AF and adducts
such as BF3+Ether, BF3+THF,
BF3+Acetonitrile, BF3+Phenol, BF3+Ethyl
Amine, BF3+Methanol, HF+Fluoropyridines,
HF-Urea, Fluoro Phosphoric acids, HF
Triethyl Amine etc. and other HF adducts
10,000 -10,000 0
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5.
Hydrochloric acid-based products (Calcium
chloride, Ferric chloride, Polyaluminium
chloride, Ammonium chloride)
3,53,658 -3,03,658 50,000
6. Sulphuric acid-based products (Alum) 1,30,000 -1,30,000 0
7. Calcium Sulphate (CaSO4) 1,20,000 -1,20,000 0
8. Calcium Fluoride (Metspar) 2250 -2250 0
9. Potassium Chloride (KCl) 4860 -4860 0
TOTAL 7,50,768 -6,99,718 51,050
FINAL LIST OF PRODUCTS FOR UNIT-I, CCPL
SR.
NO. NAME OF PRODUCTS QUANTITY (TPA)
ORGANIC PRODUCTS
1. R-22 2000
2.
Acetone Based Products (Hexachloroacetone,
HexafluoroacetoneTrihydrate, Hexafluoro
Isopropanol, Hexafluoro Isopropyl Methyl Ether)
1500
TOTAL 3500
INORGANIC PRODUCTS
1. Hydrofluoric acid 50
2.
Metal Fluorides (Aluminium Fluoride, Sodium
Aluminium Fluoride, Potassium, Sodium,
Magnasium, Cadmium, barium, Nickel, Silicon,
fluorides &bifluorides, Fluoboric acid and
fluoborates& Alkali metal Fluoro Phosphates
(Sodium / Potassium)
1000
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3.
Hydrochloric acid-based products (Calcium chloride,
Ferric chloride, Polyaluminium chloride, Ammonium
chloride)
50,000
TOTAL 51,050
TABLE 3 – LIST OF PRODUCTS (FOR UNIT-II, NFIL)
SR.
NO. NAME OF PRODUCTS
QUANTITY (TPA)
EXISTING PROPOSE
D TOTAL
ORGANIC PRODUCTS
1. Fluoro Toluenes / Fluoro Benzene / Difluoro
Benzenes / Chloro Fluoro Toluenes 1150 -- 1150
2.
Fluoro Benzaldehydes (2 Chloro 6 Fluoro
Benzaldehyde, 3-Chlor-2-fluorobenzaldehyde,
4 & 2 Fluoro Benzaldehyde), 4 Fluoro Benzyl
Chloride, 4 Fluoro Benzal chloride, 3 Fluoro
Benzoyl chloride 2 Fluoro Benzoic Acid / 4
Fluoro Benzoic Acid / 4-Fluorobenzalchloride /
4 Fluorobenzylchloride
540 -- 540
3.
Bromo Fluoro Benzenes (1 Bromo 4 fluro
benzene, 2Bromo 4Fluoro Aniline, 4 Bromo 2
Fluoro Aniline, 3 Bromo Benzotrifluoride, TFBB
(3,4,5 Tri Fluoro Bromo Benzene), BFAA (2
Bromo 4 Fluoro Acetanilide), Bis
(Trifluoromethyal) Bromo Benzene
1500 -- 1500
4.
Fluoro BenzoPhenones(4 Fluoro
Benzophenone, 2-4 Difluorobenzophenone,
4,4' Difluorobenzo-phenone, 4 Fluoro
Acetophenone, 3,5-bis (trifluoromethyl)
Acetophenone) / Ethanones (1-Cyclopropyl-2-
(2-fluorophenyl)-ethanone)
180 -- 180
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5.
Fluoro Anilines (2 Fluoro aniline, 2,5 Bis
(trifluoro methyl) aniline, 3,5 Bis (trifluoro
Methyl) Aniline, 3-Trfluoromethyl-4-cyano
aniline, 3-Fluoro-4-morpholinoaniline, 4 Chloro
2 Tri Fluoro Acetyaniline HCL Hydrate, Tri
Fluoro Methoxy Aniline) and Difluoro Anilines
400 -- 400
6.
Benzo tri Fluorides and derivatives (3 Amino
benzo-trifluoride, 3 Amino-4Chloro
Benzotrifluoride, Para chlorobenzo-trifluoride, 3
Chloro Benzotrifluoride,3 Chloro 4 Fluoro
Benzotrifluoride, Tri Fluoro Methoxy benzene
&Bis (TrifluoroMethoxy benzene))
2100 -- 2100
7.
Fluoro Nitro benzenes (4 Fluoro Nitro Benzene,
2 Fluoro Nitro Benzene, 2-4
DiFluoroNitroBenzene, 3-4 Difluoro Nitro
Benzene)
175 -- 175
8.
Fluoro Phenols / Anisols (4 Fluoro 3 Trifluoro
Methyl Phenol, 4 Fluoro Phenol &Anisol, 2
Fluoro Phenol and other Fluoro Phenols)
240 -- 240
9.
Fluoro Benzayl Amines / Benzamides /
Benzonitriles (4FBenzylamine, 2-6 Di Fluoro
Benzamide, 4 F Benzonitrile)
400
-- 400
10. 3 HydroxyBenzotrifluoride 150 -- 150
11. Tri Fluoro Ethanol / 2,3,5,6-Tetra Fluoro Benzyl
Alcohol 200 -- 200
12.
Fluoro Acetates (Ethyl 4 4 4 trifluoroAceto
Acetate, ETFA (Ethyl 2,2,2 trifluoro Acetate),
EBDFA (Ethyl Bromo DifluoroAceto Acetate) /
Ethyl difluoro Acetate, Ethyl DifluoroAceto
acetate, Fluoro Acetic Acids (2,4,5
trifluorophenylAceticacid) / 6 Fluoro 3,4-
Dihydro-2H-1-BenzoPyraan-2-Carbooxylicacid
/ 4-(trifluoro methyl) salicylic acid / Ethyl 2-
cyclopropyl-4-(4-fluorophenyl)-quinolyl-3
carboxylate
600 -- 600
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13.
Fluoro Pyridines (5 Chloro 2,3 Difluopryridine,
2-Fluro pyridine, 2-Fluoro-6-Trifluoromethyl
pyridine, 2,3-dichloro-5-(trifluoromethyl)
pyridine, 5 Fluorouracil), Chloro Fluoro
Pyridines & Chloro Fluoro Bromo Pyridines
200
-- 880
14. 5 DifluoroMethoxy 2 Mercapto 1 H
Benzimidazole 680
15. 3-trifluoromethylcinnamic Acid 21 -- 21
16. 3-(4-Fluorophenyl)-1-isopropyl-1H-Indole 12 -- 12
17. 6-Fluoro-3-(4-peperodinyl)1,2-benzisoxazole 0.5 -- 0.5
18. Gemcitabine Int T8 1 -- 1
19.
R134a, 125, R-32
44,000 -2000
42,000
R-22 0
20.
Acetone Based Products (Hexachloroacetone,
HexafluoroacetoneTrihydrate, Hexafluoro
Isopropanol, Hexafluoro Isopropyl Methyl
Ether)
1500 -1500 0
TOTAL 54,050 -3500 50,550
INORGANIC PRODUCTS
1. Sulphuric acid / Oleum / Spent sulfuric acid 90,000 -- 90,000
2. Hydrofluoric acid 30,000 -50 29, 950
3.
Metal Fluorides (Aluminium Fluoride, Sodium
Aluminium Fluoride, Potassium, Sodium,
Magnasium, Cadmium, barium, Nickel, Silicon,
fluorides &bifluorides, Fluoboric acid and
fluoborates& Alkali metal Fluoro Phosphates
(Sodium / Potassium)
10,000 -1000 9000
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4.
Misc. Fluoride (BF3, ABF, AF and adducts
such as BF3+Ether, BF3+THF,
BF3+Acetonitrile, BF3+Phenol, BF3+Ethyl
Amine, BF3+Methanol, HF+Fluoropyridines,
HF-Urea, Fluoro Phosphoric acids, HF Triethyl
Amine etc. and another HF adducts
10,000 -- 10,000
5.
Hydrochloric acid-based products (Calcium
chloride, Ferric chloride, Polyaluminium
chloride, Ammonium chloride)
3,53,658 -50,000 3,03,658
6. Sulphuric acid-based products (Alum) 1,30,000 -- 1,30,000
7. Calcium Sulphate (CaSO4) 1,20,000 -- 1,20,000
8. Calcium Fluoride (Metspar) 2250 -- 2250
9. Potassium Chloride (KCl) 4860 -- 4860
TOTAL 7,50,768 -51,050 6,99,718
Captive Power Plant (CPP) 8 MW -- 8 MW
FINAL LIST OF PRODUCTS FOR UNIT-II, NFIL
SR.
NO. NAME OF PRODUCTS QUANTITY (TPA)
ORGANIC PRODUCTS
1. Fluoro Toluenes / Fluoro Benzene / Difluoro
Benzenes / Chloro Fluoro Toluenes 1150
2.
Fluoro Benzaldehydes (2 Chloro 6 Fluoro
Benzaldehyde, 3-Chlor-2-fluorobenzaldehyde, 4 & 2
Fluoro Benzaldehyde), 4 Fluoro Benzyl Chloride, 4
Fluoro Benzal chloride, 3 Fluoro Benzoyl chloride 2
Fluoro Benzoic Acid / 4 Fluoro Benzoic Acid / 4-
Fluorobenzalchloride / 4 Fluorobenzylchloride
540
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3.
Bromo Fluoro Benzenes (1 Bromo 4 fluro benzene,
2Bromo 4Fluoro Aniline, 4 Bromo 2 Fluoro Aniline, 3
Bromo Benzotrifluoride, TFBB (3,4,5 Tri Fluoro
Bromo Benzene), BFAA (2 Bromo 4 Fluoro
Acetanilide), Bis (Trifluoromethyal) Bromo Benzene
1500
4.
Fluoro BenzoPhenones(4 Fluoro Benzophenone, 2-4
Difluorobenzophenone, 4,4' Difluorobenzo-phenone,
4 Fluoro Acetophenone, 3,5-bis (trifluoromethyl)
Acetophenone) / Ethanones (1-Cyclopropyl-2-(2-
fluorophenyl)-ethanone)
180
5.
Fluoro Anilines (2 Fluoro aniline, 2,5 Bis (trifluoro
methyl) aniline, 3,5 Bis (trifluoro Methyl) Aniline, 3-
Trfluoromethyl-4-cyano aniline, 3-Fluoro-4-
morpholinoaniline, 4 Chloro 2 Tri Fluoro Acetyaniline
HCL Hydrate, Tri Fluoro Methoxy Aniline) and
Difluoro Anilines
400
6.
Benzo tri Fluorides and derivatives (3 Amino benzo-
trifluoride, 3 Amino-4Chloro Benzotrifluoride, Para
chlorobenzo-trifluoride, 3 Chloro Benzotrifluoride,3
Chloro 4 Fluoro Benzotrifluoride, Tri Fluoro Methoxy
benzene &Bis (TrifluoroMethoxy benzene))
2100
7.
Fluoro Nitro benzenes (4 Fluoro Nitro Benzene, 2
Fluoro Nitro Benzene, 2-4 DiFluoroNitroBenzene, 3-4
Difluoro Nitro Benzene)
175
8.
Fluoro Phenols / Anisols (4 Fluoro 3 Trifluoro Methyl
Phenol, 4 Fluoro Phenol &Anisol, 2 Fluoro Phenol
and other Fluoro Phenols)
240
9.
Fluoro Benzayl Amines / Benzamides / Benzonitriles
(4FBenzylamine, 2-6 Di Fluoro Benzamide, 4 F
Benzonitrile)
400
10. 3 HydroxyBenzotrifluoride 150
11. Tri Fluoro Ethanol / 2,3,5,6-Tetra Fluoro Benzyl
Alcohol 200
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12.
Fluoro Acetates (Ethyl 4 4 4 trifluoroAceto Acetate,
ETFA (Ethyl 2,2,2 trifluoro Acetate), EBDFA (Ethyl
Bromo DifluoroAceto Acetate) / Ethyl difluoro
Acetate, Ethyl DifluoroAceto acetate, Fluoro Acetic
Acids (2,4,5 trifluorophenylAceticacid) / 6 Fluoro 3,4-
Dihydro-2H-1-BenzoPyraan-2-Carbooxylicacid / 4-
(trifluoro methyl) salicylic acid / Ethyl 2-cyclopropyl-4-
(4-fluorophenyl)-quinolyl-3 carboxylate
600
13.
Fluoro Pyridines (5 Chloro 2,3 Difluopryridine, 2-
Fluro pyridine, 2-Fluoro-6-Trifluoromethyl pyridine,
2,3-dichloro-5-(trifluoromethyl) pyridine, 5
Fluorouracil), Chloro Fluoro Pyridines & Chloro
Fluoro Bromo Pyridines
880
14. 5 DifluoroMethoxy 2 Mercapto 1 H Benzimidazole
15. 3-trifluoromethylcinnamic Acid 21
16. 3-(4-Fluorophenyl)-1-isopropyl-1H-Indole 12
17. 6-Fluoro-3-(4-peperodinyl)1,2-benzisoxazole 0.5
18. Gemcitabine Int T8 1
19. R134a, 125, R-32 42,000
TOTAL 50,550
INORGANIC PRODUCTS
1. Sulphuric acid / Oleum / Spent sulfuric acid 90,000
2. Hydrofluoric acid 29, 950
3.
Metal Fluorides (Aluminium Fluoride, Sodium
Aluminium Fluoride, Potassium, Sodium,
Magnasium, Cadmium, barium, Nickel, Silicon,
fluorides &bifluorides, Fluoboric acid and
fluoborates& Alkali metal Fluoro Phosphates
(Sodium / Potassium)
9000
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4.
Misc. Fluoride (BF3, ABF, AF and adducts such as
BF3+Ether, BF3+THF, BF3+Acetonitrile,
BF3+Phenol, BF3+Ethyl Amine, BF3+Methanol,
HF+Fluoropyridines, HF-Urea, Fluoro Phosphoric
acids, HF Triethyl Amine etc. and another HF
adducts
10,000
5.
Hydrochloric acid-based products (Calcium chloride,
Ferric chloride, Polyaluminium chloride, Ammonium
chloride)
3,03,658
6. Sulphuric acid-based products (Alum) 1,30,000
7. Calcium Sulphate (CaSO4) 1,20,000
8. Calcium Fluoride (Metspar) 2250
9. Potassium Chloride (KCl) 4860
TOTAL 6,99,718
Captive Power Plant (CPP) 8 MW
2. WATER CONSUMPTION AND WASTE WATER GENERATION DETAILS:
Details of water consumption and waste water generation are as below table no. 4, 5 & 6.
TABLE 4 – WATER CONSUMPTION & WASTE WATER GENERATION (EXISTING)
SR. NO.
PURPOSE WATER
CONSUMPTION (KLD)
WASTE WATER GENERATION
(KLD)
(A) Domestic 200 188
(B) Industrial
1. Process Water 6,690 6,696
2. Water for Scrubbing 1,400 200
3. Boiler Feed Water 720 680
4. Cooling water make up 1,120 450
TOTAL (B) 9,930 8,026
TOTAL (A + B) 10,130 8,214
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TABLE 5 – WATER CONSUMPTION & WASTE WATER GENERATION (UNIT-I, CCPL)
SR. NO.
PURPOSE WATER CONSUMPTION (KLD)
EXISTING PROPOSED TOTAL
(A) Domestic 200 -175 25
(B) Industrial
1. Process Water 6,690 -5,949 741
2. Water for Scrubbing 1,400 -1,245 155
3. Boiler Feed Water 720 -640* 80
4. Cooling water make up 1,120 -996 124
TOTAL (B) 9,930 -8,830 1,100
TOTAL (A + B) 10,130 -9,005 1,125
Note: * One-time water consumption for boiler feed will be 160 KLD. Out of which 80 KLD will be
fresh water and 80 KLD will be recycled water.
SR. NO.
PURPOSE WASTE WATER GENERATION (KLD)
EXISTING PROPOSED TOTAL
(A) Domestic 188 -164.5 23.5
(B) Industrial
1. Process Water 6,696 -5,962 734
2. Water for Scrubbing 200 -178 22
3. Boiler Feed Water 680 -605 75
4. Cooling water make up 450 -401 49
TOTAL (B) 8,026 -7,146 880
TOTAL (A + B) 8,214 -7,310.5 903.5
FINAL WATER CONSUMPTION & WASTE WATER GENERATION DETAILS FOR UNIT-I, CCPL
SR. NO.
PURPOSE WATER
CONSUMPTION (KLD)
WASTE WATER GENERATION
(KLD)
(A) Domestic 25 23.5
(B) Industrial
1. Process Water 741 734
2. Water for Scrubbing 155 22
3. Boiler Feed Water 80 75
4. Cooling water make up 124 49 TOTAL (B) 1,100 880
TOTAL (A + B) 1,125 903.5
Note: * One-time water consumption for boiler feed will be 160 KLD. Out of which 80 KLD will be
fresh water and 80 KLD will be recycled water.
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TABLE 6 – WATER CONSUMPTION & WASTE WATER GENERATION (UNIT-II, NFIL)
SR. NO.
PURPOSE
WATER CONSUMPTION (KLD)
EXISTING PROPOSE
D TOTAL
(A) Domestic 200 -25 175
(B) Industrial
1. Process Water 6,690 -741 5,949
2. Water for Scrubbing 1,400 -155 1,245
3. Boiler Feed Water 720 -80 640*
4. Cooling water make up 1,120 -124 996 TOTAL (B) 9,930 -1,100 8,830
TOTAL (A + B) 10,130 -1,125 9,005
Note: * One-time water consumption for boiler feed will be 1280 KLD. Out of which 640 KLD will be
fresh water and 640 KLD will be recycled water.
SR. NO.
PURPOSE WASTE WATER GENERATION (KLD)
EXISTING PROPOSE
D TOTAL
(A) Domestic 188 -23.5 164.5
(B) Industrial
1. Process Water 6,696 -734 5,962
2. Water for Scrubbing 200 -22 178
3. Boiler Feed Water 680 -75 605
4. Cooling water make up 450 -49 401
TOTAL (B) 8,026 -880 7,146
TOTAL (A + B) 8,214 -903.5 7,310.5
FINAL WATER CONSUMPTION & WASTE WATER GENERATION DETAILS FOR UNIT-II, NFIL
SR. NO.
PURPOSE WATER
CONSUMPTION (KLD)
WASTE WATER GENERATION
(KLD)
(A) Domestic 175 164.5
(B) Industrial
1. Process Water 5,949 5,962
2. Water for Scrubbing 1,245 178
3. Boiler Feed Water 640* 605
4. Cooling water make up 996 401
TOTAL (B) 8,830 7,146
TOTAL (A + B) 9,005 7,310.5
Note: * One-time water consumption for boiler feed will be 1280 KLD. Out of which 640 KLD will be
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fresh water and 640 KLD will be recycled water.
3. FUEL CONSUMPTION AND AIR EMISSION DETAILS:
Details of Fuel consumption, flue gas emission and process emission details are as below table no.
7, 8, 9, 10, 11, 12, 13, 14 & 15.
TABLE 7 – TYPES OF FUELS & ITS CONSUMPTION (EXISTING)
SR.
NO. TYPES OF FUEL TOTAL QUANTITY
1. Natural Gas 8,00,000 SM3/Month
@ 27,000 SM3/Month
2. Imported Coal 8250 Tonnes/Month
@275 Tonnes/Day
3. Diesel 100 KL/Annum
@10 KL/Month
4. H.S.D. 350 Lit/Hr
TABLE 8 – TYPES OF FUELS & ITS CONSUMPTION (UNIT-I, CCPL)
SR.
NO.
TYPES OF
FUEL
TOTAL QUANTITY
EXISTING PROPOSED TOTAL
1. Natural Gas 8,00,000 SM3/Month
@ 27,000 SM3/Month
-6,20,000 SM3/Month
@ -21,000 SM3/Month
1,80,000 SM3/Month
@ 6,000 SM3/Month
2. Imported Coal 8250 Tonnes/Month
@275 Tonnes/Day
-8250 Tones/Month
@-275 Tones/Day --
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3. Diesel 100 KL/Annum
@10 KL/Month
-86.8 KL/Annum
@-8.68 KL/Month
13.2 KL/Annum
@1.32 KL/Month
4. H.S.D. 350 Lit/Hr -205 Lit/Hr 145 Lit/Hr
FINAL FUEL CONSUMPTION DETAILS, UNIT-I, CCPL
SR. NO. TYPES OF FUEL QUANTITY
1. Natural Gas 1,80,000 SM3/Month
@ 6,000 SM3/Month
2. Diesel 13.2 KL/Annum
@1.32 KL/Month
3. H.S.D. 145 Lit/Hr
TABLE 9 – TYPES OF FUELS & ITS CONSUMPTION (UNIT-II, NFIL)
SR.
NO.
TYPES OF
FUEL
TOTAL QUANTITY
EXISTING PROPOSED TOTAL
1. Natural Gas 8,00,000 SM3/Month
@ 27,000 SM3/Month
-6,20,000 SM3/Month
@ -21,000 SM3/Month
1,80,000 SM3/Month
@ 6,000 SM3/Month
2. Imported Coal 8250 Tonnes/Month
@275 Tonnes/Day
-8250 Tones/Month
@-275 Tones/Day --
3. Diesel 100 KL/Annum
@10 KL/Month
-86.8 KL/Annum
@-8.68 KL/Month
13.2 KL/Annum
@1.32 KL/Month
4. H.S.D. 350 Lit/Hr -205 Lit/Hr 145 Lit/Hr
FINAL FUEL CONSUMPTION DETAILS, UNIT-II, NFIL
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SR. NO. TYPES OF FUEL QUANTITY
1. Natural Gas 6,20,000 SM3/Month
@ 21,000 SM3/Month
2. Imported Coal 8250 Tones/Month
@275 Tones/Day
3. Diesel 86.8 KL/Annum
@8.68 KL/Month
4. H.S.D. 205 Lit/Hr
TABLE 10 – DETAILS OF FLUE GAS EMISSION STACKS (EXISTING)
SR.
NO.
STACK
ATTACHED
TO
STACK
HEIGHT
(METER)
AIR POLLUTION
CONTROL
SYSTEM
PARAMETE
RS
PERMISSIBL
E LIMIT
1.
Boiler
30 TPH -1 no.
15 TPH -1 no.
10 TPH -1 no.
02 TPH -1 no.
35 x 2
Bag Filters Particulate
Matter
SO2
NOx
150 mg/Nm3
100 ppm
50 ppm
2. HF Kiln Heating
System - 2 nos. 19.5 x 2
3. Fluorspar Drying
Furnace – 2 nos. 18 x 2
High Efficiency
Cyclone and Bag
Filter
4. Thermic Fluid
Heating Stack – 2 30 x 2 -
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nos.
5. D. G. Set – 4 nos. 12 x 4 Acoustic
Enclosures
6. Incinerator (Two
Chambers) 30 x 1
Wet Scrubber
&Ventury Scrubber
Particulate
Matter
SO2
NOx
HF
HCl
50 mg/Nm3
200 ppm
400 ppm
4 mg/Nm3
50 mg/Nm3
TABLE 11 - DETAILS OF FLUE GAS EMISSION STACKS (UNIT-I, CCPL)
SR.
NO.
STACK
ATTACHED
TO
STACK
HEIGHT
(METER)
AIR POLLUTION
CONTROL
SYSTEM
PARAMETERS PERMISSIBL
E LIMIT
1.
Boiler 1 no.
(02 TPH) + Thermic
Fluid Heater
35 x 1 Bag Filters
Particulate
Matter
SO2
NOx
150 mg/Nm3
100 ppm
50 ppm
2. D. G. Set – 2 nos. 12 x 2 Acoustic
Enclosures
TABLE 12 - DETAILS OF FLUE GAS EMISSION STACKS (UNIT-II, NFIL)
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SR.
NO.
STACK
ATTACHED
TO
STACK
HEIGHT
(METER)
AIR
POLLUTION
CONTROL
SYSTEM
PARAMETERS PERMISSIBLE
LIMIT
1.
Boiler
30 TPH -1 nos.
15 TPH -1 nos.
10 TPH -1 nos.
35 x 2
Bag Filters
Particulate
Matter
SO2
NOx
150 mg/Nm3
100 ppm
50 ppm 2.
HF Kiln Heating
System - 2 nos. 19.5 x 2
3. Fluorspar Drying
Furnace – 2 nos. 18 x 2
High Efficiency
Cyclone and Bag
Filter
4.
Thermic Fluid
Heating Stack – 2
nos.
30 x 1 -
5. D. G. Set – 2 nos. 12 x 2 Acoustic
Enclosures
6. Incinerator (Two
Chambers) 30 x 1
Wet Scrubber
&Ventury
Scrubber
Particulate
Matter
SO2
NOx
HF
HCl
50 mg/Nm3
200 ppm
400 ppm
4 mg/Nm3
50 mg/Nm3
TABLE 13 – DETAILS OF PROCESS GAS EMISSION STACKS (EXISTING)
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SR.
NO.
STACK
ATTACHED TO
STACK
HEIGHT (M)
AIR POLLUTION
CONTROL
SYSTEM
PARAMETE
RS
PERMISSIBLE
LIMIT
1. Sulphuric Acid
Plant 40
Demister pad
caustic scrubber
SO2
Acid Mist
2 Kg/ton of
concentrated
100% acid
25 mg/Nm3
2. HF Plant of gas
scrubber 30
Packed tower and
ventury Scrubbers
HF
SO2
6 mg/Nm3
40 mg/Nm3
3. AlF3 Plant 25 Packed tower and
ventury Scrubbers
SPM
HF
100 mg/Nm3
6 mg/Nm3
4. Cryolite Plant 25 Packed tower and
ventury Scrubbers
PM
HF
100 mg/Nm3
6 mg/Nm3
5. BF3 12 Packed tower and
ventury Scrubbers
PM
HF
100 mg/Nm3
6 mg/Nm3
6. Mafron 32 21 Packed tower and
ventury Scrubbers
HF
CL2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
7. Mafron 134a – 1 &
2 21
Packed tower and
ventury Scrubbers
HF
CL2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
8. Mafron 22 – 1 & 2 21 Packed tower and
ventury Scrubbers
HF
CL2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
9. Mafron 125 21 Packed tower and HF 6 mg/Nm3
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ventury Scrubbers Cl2
HCl
9 mg/Nm3
20 mg/Nm3
10. Fluorobenzene - 1 12 Packed tower and
ventury Scrubbers
HF
NOx
6 mg/Nm3
25 mg/Nm3
11. Fluorobenzene - 2 12 Packed tower and
ventury Scrubbers
HF
NOx
6 mg/Nm3
25 mg/Nm3
12. ALD4 & B4 12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
HBr
Br2
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
30 mg/Nm3
2 mg/Nm3
13.
2KT, 4 fluoro
benzoic acid & 4,3
Difluorobenzophen
one
12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
14. FAP 12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
SO2
HF
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
40 mg/Nm3
6 mg/Nm3
15. TFA 12 Packed tower and
ventury Scrubbers
HCl
Cl2
HF
20 mg/Nm3
9 mg/Nm3
6 mg/Nm3
16. ALD4 & B4 12 Packed tower and
ventury Scrubbers
PM
HCl
40 mg/Nm3
20 mg/Nm3
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Cl2
NOx
SO2
HF
9 mg/Nm3
25 mg/Nm3
40 mg/Nm3
6 mg/Nm3
17. 1,3-DFB & PFBA 12 Packed tower and
ventury Scrubbers NH3 6 mg/Nm3
18. 1,3-DFB Chloro-
Sulfonation 12
Packed tower and
ventury Scrubbers
Cl2
HCl
9 mg/Nm3
20 mg/Nm3
19. MPP Stack 1 12 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
20. MPP Stack 2 to 6 12 X 5
Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
HBr
Br2
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
30 mg/Nm3
2 mg/Nm3
21. MPP Stack 7 12
TABLE 14 – DETAILS OF PROCESS GAS EMISSION STACKS (UNIT-I, CCPL)
SR.
NO.
STACK
ATTACHED TO
STACK
HEIGHT
(M)
AIR POLLUTION
CONTROL
SYSTEM
PARAMETE
RS
PERMISSIBL
E LIMIT
1. MPP Stack 1 12 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
2. MPP Stack 2 12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
HBr
Br2
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
30 mg/Nm3
2 mg/Nm3
TABLE 15 – DETAILS OF PROCESS GAS EMISSION STACKS (UNIT-II, NFIL)
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SR.
NO.
STACK ATTACHED
TO
STACK
HEIGHT
(M)
AIR POLLUTION
CONTROL SYSTEM PARAMETERS
PERMISSIBLE
LIMIT
1. Sulphuric Acid Plant 40 Demister pad caustic
scrubber
SO2
Acid Mist
2 Kg/ton of conc.
100% acid
25 mg/Nm3
2. HF Plant of gas
scrubber 30
Packed tower and
ventury Scrubbers
HF
SO2
6 mg/Nm3
40 mg/Nm3
3. AlF3 Plant 25 Packed tower and
ventury Scrubbers
SPM
HF
100 mg/Nm3
6 mg/Nm3
4. Cryolite Plant 25 Packed tower and
ventury Scrubbers
PM
HF
100 mg/Nm3
6 mg/Nm3
5. BF3 12 Packed tower and
ventury Scrubbers
PM
HF
100 mg/Nm3
6 mg/Nm3
6. Mafron 32 21 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
7. Mafron 134a – 1 & 2 21 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
8. Mafron 22 – 1 & 2 21 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
9. Mafron 125 21 Packed tower and
ventury Scrubbers
HF
Cl2
HCl
6 mg/Nm3
9 mg/Nm3
20 mg/Nm3
10. Fluorobenzene - 1 12 Packed tower and
ventury Scrubbers
HF
NOx
6 mg/Nm3
25 mg/Nm3
11. Fluorobenzene - 2 12 Packed tower and
ventury Scrubbers
HF
NOx
6 mg/Nm3
25 mg/Nm3
12. ALD4 & B4 12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
HBr
Br2
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
30 mg/Nm3
2 mg/Nm3
13.
2KT, 4 fluoro
benzoic acid & 4,3
Difluorobenzopheno
ne
12 Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
14. FAP 12 Packed tower and HCl 20 mg/Nm3
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ventury Scrubbers Cl2
NOx
SO2
HF
9 mg/Nm3
25 mg/Nm3
40 mg/Nm3
6 mg/Nm3
15. TFA 12 Packed tower and
ventury Scrubbers
HCl
Cl2
HF
20 mg/Nm3
9 mg/Nm3
6 mg/Nm3
16. ALD4 & B4 12 Packed tower and
ventury Scrubbers
PM
HCl
Cl2
NOx
SO2
HF
40 mg/Nm3
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
40 mg/Nm3
6 mg/Nm3
17. 1,3-DFB & PFBA 12 Packed tower and
ventury Scrubbers NH3 6 mg/Nm3
18. 1,3-DFB Chloro-
Sulfonation 12
Packed tower and
ventury Scrubbers
Cl2
HCl
9 mg/Nm3
20 mg/Nm3
19. MPP Stack 3 to 6 12 X 4
Packed tower and
ventury Scrubbers
HCl
Cl2
NOx
HBr
Br2
20 mg/Nm3
9 mg/Nm3
25 mg/Nm3
30 mg/Nm3
2 mg/Nm3
20. MPP Stack 7 12
4. HAZARDOUS WASTE GENERATION & ITS DISPOSAL DETAILS:
Details of Hazardous waste details are as below table no. 16, 17 & 18.
TABLE 16 – DETAILS OF HAZARDOUS WASTE AND ITS DISPOSAL (EXISTING)
SR.
NO.
DESCRIPTION OF
WASTE
WASTE
GENERATED
FROM
QUANTITY METHOD OF
DISPOSAL
1 Semi-Solid Waste
(20.3)
Distillation
Residues 447 TPA
Will be sent to common
incineration facility.
2
ETP sludge from
Inorganic ETP plant
(35.3)
Inorganic
ETP 5,000 TPA
Will be sent to TSDF site
for Land filing.
3
ETP sludge from
Organic ETP plant
(35.3)
Organic ETP 350 TPA
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4 Liners & Bags
(33.1) Storage 10 TPA Will be sold to recyclers.
5 Discarded
containers (33.1)
Storage of
Chemicals
4000 Nos
per Annum
Will be sold to authorized
recyclers after
decontamination.
6 Used Oil
(5.1)
Machinery &
Equipments 120 TPA
Will be sold to register
refiners.
7 Incinerator ash
(37.2)
From
Incinerator 45 TPA --
8 Spent Solvent
(20.2) Process 5 TPA
Will be sent to
Incineration
9 Catalyst
(17.2) Process 1 TPA --
10 HCl (30% & 12 %) Process 280555 TPA --
SOLID WASTE
1. Fly ash From Boilers 20,000 TPA
Stored in Hazardous
waste storage Area and
Sold to bricks or cement
manufacturer
TABLE 17 – DETAILS OF HAZARDOUS WASTE AND ITS DISPOSAL (UNIT-I, CCPL)
SR.
NO.
DESCRIPTIO
N OF WASTE
WASTE
GENERATE
D FROM
EXISTING PROPOSE
D TOTAL
METHOD OF
DISPOSAL
1
Semi-Solid
Waste
(20.3)
Distillation
Residues 447 TPA -377 TPA 70 TPA
Will be sent to
common
incineration facility.
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2
ETP sludge
from Inorganic
ETP plant
(35.3)
Inorganic
ETP
5,000
TPA -4,000 TPA
1030
TPA
Will be sent to
TSDF site for Land
filing.
3
ETP sludge
from Organic
ETP plant
(35.3)
Organic ETP 350 TPA -320 TPA
4 Liners & Bags
(33.1) Storage 10 TPA -08 TPA 02 TPA
Will be sold to
recyclers.
5
Discarded
containers
(33.1)
Storage of
Chemicals
4000 Nos
per
Annum
-3000 Nos
per Annum
1000
Nos per
Annum
Will be sold to
authorized
recyclers after
decontamination.
6 Used Oil
(5.1)
Machinery &
Equipments 120 TPA -110 TPA 10 TPA
Will be sold to
register refiners.
7 Incinerator ash
(37.2)
From
Incinerator 45 TPA -45 TPA 0 --
8 Spent Solvent
(20.2) Process 5 TPA -4.9 TPA 0.1 TPA
Will be sent to
Incineration
9 Catalyst
(17.2) Process 1 TPA -1 TPA 0 --
10 HCl
(30% & 12 %) Process
280555
TPA
-280555
TPA 0 --
SOLID WASTE
1. Fly ash From Boilers 20,000
TPA
-20,000
TPA 0 --
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FINAL HAZ. WASTE DETAILS, UNIT-I, CCPL
SR.
NO.
DESCRIPTION
OF WASTE
WASTE
GENERATE
D FROM
QUANTIT
Y
METHOD OF
DISPOSAL
1
Semi-Solid
Waste
(20.3)
Distillation
Residues 70 TPA
Will be sent to common
incineration facility.
2 ETP sludge
(35.3) ETP 1030 TPA
Will be sent to TSDF site
for Land filing.
3 Liners & Bags
(33.1) Storage 02 TPA Will be sold to recyclers.
4
Discarded
containers
(33.1)
Storage of
Chemicals
1000 Nos
per Annum
Will be sold to authorized
recyclers after
decontamination.
5 Used Oil
(5.1)
Machinery &
Equipments 10 TPA
Will be sold to register
refiners.
6 Spent Solvent
(20.2) Process 0.1 TPA Will be sent to Incineration
TABLE 18 – DETAILS OF HAZARDOUS WASTE AND ITS DISPOSAL (UNIT-II, NFIL)
SR.
NO.
DESCRIPTIO
N OF WASTE
WASTE
GENERATE
D FROM
EXISTING PROPOSE
D TOTAL
METHOD OF
DISPOSAL
1 Semi-Solid
Waste
Distillation
Residues 447 TPA - 70 TPA 377 TPA Will be sent to
common
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(20.3) incineration facility.
2
ETP sludge
from Inorganic
ETP plant
(35.3)
Inorganic
ETP
5,000
TPA - 1000 TPA
4,000
TPA
Will be sent to
TSDF site for Land
filing.
3
ETP sludge
from Organic
ETP plant
(35.3)
Organic ETP 350 TPA - 30 TPA 320 TPA
4 Liners & Bags
(33.1) Storage 10 TPA - 02 TPA 08 TPA
Will be sold to
recyclers.
5
Discarded
containers
(33.1)
Storage of
Chemicals
4000 Nos
per
Annum
- 1000 Nos
per Annum
3000
Nos per
Annum
Will be sold to
authorized
recyclers after
decontamination.
6 Used Oil
(5.1)
Machinery &
Equipments 120 TPA - 10 TPA 110 TPA
Will be sold to
register refiners.
7 Incinerator ash
(37.2)
From
Incinerator 45 TPA -- 45 TPA
Will be sent to
TSDF site for
Landfilling
8 Spent Solvent
(20.2) Process 5 TPA - 0.1 TPA 4.9 TPA
Will be sent to
Incineration
9 Catalyst (17.2) Process 1 TPA -- 1 TPA Will be sent to
recyclers.
10 HCl
(30% & 12 %) Process
280555
TPA --
280555
TPA
Will be utilized for
the production of
HCl based
products.
SOLID WASTE
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1. Fly ash From Boilers 20,000
TPA --
-20,000
TPA
Stored in
Hazardous waste
storage Area and
Sold to bricks or
cement
manufacturer.
FINAL HAZ. WASTE DETAILS, UNIT-II, NFIL
SR.
NO.
DESCRIPTION
OF WASTE
WASTE
GENERATE
D FROM
QUANTIT
Y
METHOD OF
DISPOSAL
1
Semi-Solid
Waste
(20.3)
Distillation
Residues 377 TPA
Will be sent to common
incineration facility.
2
ETP sludge from
Inorganic ETP
plant
(35.3)
Inorganic
ETP 4,000 TPA
Will be sent to TSDF site
for Land filing.
3
ETP sludge from
Organic ETP
plant
(35.3)
Organic ETP 320 TPA
4 Liners & Bags
(33.1) Storage 08 TPA Will be sold to recyclers.
5
Discarded
containers
(33.1)
Storage of
Chemicals
3000 Nos
per Annum
Will be sold to authorized
recyclers after
decontamination.
6 Used Oil
(5.1)
Machinery &
Equipments 110 TPA
Will be sold to register
refiners.
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7 Incinerator ash
(37.2)
From
Incinerator 45 TPA
Will be sent to TSDF site
for Landfilling
8 Spent Solvent
(20.2) Process 4.9 TPA Will be sent to Incineration
9 Catalyst (17.2) Process 1 TPA Will be sent to recyclers.
10 HCl
(30% & 12 %) Process
280555
TPA
Will be utilized for the
production of HCl based
products.
SOLID WASTE
1. Fly ash From Boilers 20,000
TPA
Stored in Hazardous waste
storage Area and Sold to
bricks or cement
manufacturer.
Observations & Discussions:
Technical presentation was made by the project proponent.While discussing about the proposed
bifurcation of EC, Committee deliberated on the provision of any bifurcation of the EC. Committee noted
that there is no mention in EIA Notification 2006 regarding bifurcation of EC. Committee found that
SEIAA, Gujarat has issued bifurcation of EC granted to M/s: Deepak Nitrite limited into (1) Deepak
Nitrite Limited (DNL) and (2) Deepak Phenolics Limited (DPL).
Referring to the EC already granted to NFIL and proposal of PP for demerger of the project proponent,
Committee noticed that due to bifurcation of the NFIL in to (1) Navin Fluorine International Limited
(Unit-I), called as Convergence Chemicals Pvt. Ltd. (CCPL): Plot No. D-2/11/A/1, Dahej GIDC, Bharuch
and (2) Navin Fluorine International Limited (Unit-II), called as Navin Fluorine International Limited
(NFIL): Plot No. D-2/11/A, Dahej GIDC, Bharuch, a study on environment impact is required.
After deliberation on various aspects, it was decided to consider the proposals for amendment
in EC of M/S. Navin Fluorine International Limited (Unit-I), called as Convergence Chemicals Pvt.
Ltd. (CCPL) and Navin Fluorine International Limited (Unit-II), called as Navin Fluorine International
Limited (NFIL) after satisfactory submission of the following:
1. Environmental study report by accredited consultant covering impacts on water, Air, Soil,
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Noise, Flora fauna etc. due to bifurcation of products, plants, RM storage facilities, utilities,
EMS from NFIL into (1) Navin Fluorine International Limited (Unit-I), called as Convergence
Chemicals Pvt. Ltd. (CCPL) and (2) Navin Fluorine International Limited (Unit-II), called as
Navin Fluorine International Limited (NFIL) keeping EIA report submitted earlier in a view,
its associated mitigation measures and recommendations.
2. Land possession documents of Navin Fluorine International Limited (Unit-I), called as
Convergence Chemicals Pvt. Ltd. (CCPL) and Navin Fluorine International Limited (Unit-II),
called as Navin Fluorine International Limited (NFIL)obtained from the GIDC Authority.
3. Justification for demerger of NFIL into Navin Fluorine International Limited (Unit-I), called as
Convergence Chemicals Pvt. Ltd. (CCPL) and Navin Fluorine International Limited (Unit-II),
called as Navin Fluorine International Limited (NFIL) with submission of all concerned
documents.
4. Detailed breakup of Water balance including water consumption, waste water generation,
waste water management, Air emission, management of hazardous waste etc. for Unit-I and
Unit-II.
Meeting ended with thanks to the Chair and the Members.
Minutes approved by:
1. Dr.Dinesh Misra, Chairman, SEAC
2. Shri S. C. Srivastav, Vice Chairman, SEAC
3. Shri V. N. Patel, Member, SEAC
4. Dr.MayuriPandya, Member, SEAC
5. Shri Rajesh I. Shah, Member, SEAC