Minutes of the 398th meeting of the State Level Expert ... Minutes of the 398th.pdf · Page 1 of...

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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).


• 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


8 (a)

4. Name of the project

Residential & Commercial Building Construction Project

5. Name of Developer

M/s. Nila Infrastructures Ltd.


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


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



• 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: -


2790 person



• Source of water: Water supply from Ahmedabad Municipal Corporation


• Mode of disposal: Into drainage line of Ahmedabad Municipal

Corporation (AMC).

• Details of reuse of water, if any: No




• Source of water: Water supply from Ahmedabad Municipal Corporation

(AMC).


• 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.


Water supply & drainage line of AMC are available in the area.


Construction Phase:

Description Generation (m3)



Top Soil 3,140.0 3,140.0 For garden development


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


200 Kg -- Sell to Actual Users/ vendors

Operation Phase:

Type of waste




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


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.


• 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


• 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



• 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.


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.




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.


Sr. No. Particulars Details


2. Type of Project Residential


8 (a)


Residential Building


M/s. Diamond Infraspace LLP


Rs. 37 Crore


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


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



• 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:


492 persons





• Mode of disposal: Septic tank & soak pit system.



• Total water requirement (KL/day):79.80

• Freshwater requirement(KL/day):43.80

• Source of water: Water supply from Rajkot Municipal Corporation


• 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.


• 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


• 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.



Water supply & drainage line of RMC will be available to the project during the operation phase of the project.


Construction Phase:




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


Mode of waste collection (Kg/day)


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


• 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


fire tender (excluding the width for the plantation): 6m

• Width of all internal roads: 6m


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.


• 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)


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.




No. of staircase


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


• Level of the Ground water table: 13 m below ground level

• No. and depth of percolations wells : 4 nos.

• Details on Pre-treatment facilities : --


• Tree covered area (m2) : 194.06

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• Area covered by shrubs and bushes (m2): included in lawn covered

area



• 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


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.


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.



8. Location of the percolation wells on the layout plan of the project and justification for the proposed

location of percolation wells.


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Page 18 of 149






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



Sr. No.

Particulars Details


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


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


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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Page 19 of 149

• No.& size of Residential Units: 52 flats

• No. & type of Commercial Units: 33 shops + 80 offices + 2 showrooms



208occupants from flats,105from shops& showrooms, 240 from offices



• Source of water: Water tankers


• Mode of disposal: Soak pit

• Details of reuse of water, if any: N.A.




• Source of water: Water supply from Rajkot Urban Development

Authority (RUDA)


• 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.


• 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


• 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.



Water supply& drainage line will beprovided byRUDA.


Construction Phase:

Generation (m3)

Quantity to be

reused (m3)

Mode of Disposal /Reuse

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Page 20 of 149

Top Soil 3,600.0 3,600.0 Will be used for landscape development & tree plantation area.


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


80kgs -- Sold to recyclers

Operation Phase:

Type of waste




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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Page 21 of 149

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:


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.


• 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)


• 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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Page 22 of 149

Distancefrom the project site: About 5.0Km

Time required by the fire tender to reach the project site:7-8 minutes.


Type of block


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


• 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


• Area covered by shrubs and bushes (m2):--


• 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.


• 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.


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:


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Page 23 of 149

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.



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. Swastik Highlands Survey No. 225/1/1 Paiki, Plot No. 3, Raiya, Rajkot



Sr. No.

Particulars Details


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


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


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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Page 24 of 149



• 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



• Source of water: Water tankers


• Mode of disposal: Soak pit

• Details of reuse of water, if any: N.A.




• Source of water: water supply from Rajkot Urban Development Authority (RUDA)


• 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.



• Quantity of treated sewage to be reused: 1. Gardening(KL/day):5.0; 2. Flushing(KL/day): 50.90


• 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.



Water supply& drainage line will beprovided by RUDA.


Construction Phase:

Generation (m3)

Quantity to be reused

(m3)


Top Soil 1,984.0 1,984.0 Used for landscape development & tree plantation area.


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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Page 25 of 149

within the project premises.

Steel scrap 170 kgs -- Sold to local scrap vendors


80 kgs -- Sold to recyclers

Operation Phase:

Type of waste




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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Page 26 of 149

• 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.


• 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.)


• 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.




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


• 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


• Area covered by shrubs and bushes (m2):--

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• 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.


• 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.


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.










7. Rajkot Bus Terminal City Survey No. 81, Dhebar Road, Rajkot Screening / scoping & appraisal.


Sr. No. Particulars Details


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Page 28 of 149

2. Type of Project

Rajkot Bus Terminal & Commercial project


8 (a)


Rajkot Bus Terminal


Gujarat State Road Transport Corporation


Rs. 48crores


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


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


• 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.


11. No. of expected users

422 persons + 50000 persons





• Mode of disposal: Septic tank & soak pit system.


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


• Quantity of treated sewage to be reused: 1. Gardening(KL/day): 10.0; 2. Flushing(KL/day): 1,153.48


• 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.



Water supply will be from RMC line &drainage connection provided by RMC.


Construction Phase:




Top Soil 1,500.0 1,500.0 For garden development


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


Mode of waste collection (Kg/day)


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


• 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:


fire tender (excluding the width for the plantation):

• Width of all internal roads:


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.


• 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)


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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Page 31 of 149




No. of staircase


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


• Level of the Ground water table: 13 m below ground level

• No. and depth of percolations wells: 5

• Details on Pre-treatment facilities : --


• Tree covered area (m2): 480.0

• Area covered by shrubs and bushes (m2): included in lawn covered

area



• Green Area % of plot area: 6 %

• No. of trees and species to be planted: 230

24.


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


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.


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.



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.




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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Page 33 of 149

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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Page 35 of 149

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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Page 36 of 149

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



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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Page 38 of 149

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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Page 39 of 149

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


5 Distillation Residue

Solvent distillation

36.1 -- 26.6 26.6



6 Spent

Carbon

From manufacturing

process of product no. 6, 7

& 8

28.3 -- 3.36 3.36


sent to CHWIF for Incineration

7 Spent Hyflo

From manufacturing

process of product no. 6, 7

& 10

- -- 5.04 5.04



8 Acetic Acid

From manufacturing


and 9

- - 103.2 103.2 Sell to end users

as per rule-9

9 Methyl Iodide

From manufacturing


- - 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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Page 40 of 149

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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Page 41 of 149

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)




report.



# 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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Page 42 of 149

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


21 12236-86-1

2.9 Direct Turquoise Blue

199 12222-04-7


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


2006.



project proponent.


# Particulars Details

A Total cost of Proposed Project (Rs. in Crores):

Existing: 0.674 Crores Proposed: 1.13 Crores Total: 1.804 Crores


Existing:1738 sq. meter Proposed: 0 sq. meter Total:1738 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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Page 43 of 149

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


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


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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Page 44 of 149

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


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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Page 45 of 149

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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Page 46 of 149

i


S.

No. Type

Source Quantity, TPA Disposal


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.


NIL



No Solvents is being/will be used


Not Applicable


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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Page 47 of 149

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.



the EIA study to be done covering 10 Km radial distance from the project boundary with


1. Details of safe handling of Oleum with stand-by storage facility to control fugitive emission in

case of emergency.





2006.The project proponent shall have to apply for Environmental clearance through online portal


10. SIA/GJ/IND2/23277/2018 M/s. Phillips Carbon Black Ltd.

Plot No. 1, GIDC-Palej, Taluka& District:

Bharuch, Gujarat.

Screening & Scoping





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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Page 48 of 149

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.



project proponent.


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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Page 49 of 149

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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Page 50 of 149

(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


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


-

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Page 51 of 149

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



6. Dryer of line 1 Existing 45 & 1 Bag Filter



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Page 52 of 149

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




14. Dryer of line 1S Proposed 35 & 0.6 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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Page 53 of 149

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



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


Decontamination,


to registered users

-

ii Membership details of CETP, TSDF, CHWIF, Common MEE etc

Unit has obtained membership from BEIL for disposal of hazardous waste.


-

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.


under 5(e). Committee noted that this is anexpansion of existing plant. The existing plant was not

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Page 54 of 149

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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Page 55 of 149

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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Page 56 of 149

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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Page 57 of 149

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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Page 58 of 149

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


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.



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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


2006.



project proponent.


--

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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Page 60 of 149

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


(Rs. in Crores):

12.0 Crores


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


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


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


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)

--


470.0 KL waste water from process will be reuse by Member unit

E Air



-

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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Page 65 of 149

NOx<50

ppm

-* To be used in emergency only.


-

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


Transportation & sell to

GPDB registered re-

processor/re-refiners.

3 Discarded

Containers/

Liners / Bags

From

Handling of

Raw

Materials

33.1

100 Nos./Month


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.

-


TSDF, MEE salt, Fly Ash (M/s.

NECL)

iii Details of Non-Hazardous waste & its disposal

(MSW and others)

--


Not Applicable.


Not Applicable.


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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Page 67 of 149

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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Page 70 of 149

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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Page 71 of 149

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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Page 72 of 149


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 status: New


SIA/GJ/IND2/22750/2018dated 20/04/2018regarding grant of Terms of Reference (ToR) for




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


7. 1,2,3 Tri Chloro 87-61-6 Used in Dyes and Dyes

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Page 73 of 149

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






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


16. Para DichloroBenzene (only Physical Separation)

106-46-7

1000


17. Meta Dichloro Benzene (only Physical Separation)

541-73-1

200


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.


2006.



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Page 74 of 149

project proponent.


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.


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


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


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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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 will be acquired and attached in EIA report


28 KLD E Air


-

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)


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


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.


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

-


Membership will be given in EIA Report


Non-Hazardous waste will be disposed to GPCB authorized disposers and as per new hazardous and other wastes rules, 2016.



Solvent recovery system with double Condenser, cooling followed by chilling will be provided in order to recover 92% to 95% of Solvent.


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.







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.







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




SIA/GJ/IND2/22862/2018dated 20/04/2018 regarding grant of Terms of Reference [ToR] for




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


2006.



project proponent.


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.


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





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 -


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.


Domestic: Septic tank/Soak pit system

Industrial: Complete ZLD scheme and entire treated effluent will be reused/recycled.


Not Any

of 149


Page 81 of 149

Membership of Common facility (CF) Not Applicable

vii Reuse/Recycle details (KLD) 13.3 E Air


-

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

-


-

Sr.

no.

Source of

emission

Type of

emission

Stack/Vent

Height

(meter)


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

of 149


Page 82 of 149

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


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


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


6. Spent

Carbon

From manufacturing

process of product no. 5, 6 &

9

28.3 3.36 Sent for Co-processing or


7. Spent Hyflo

From manufacturing

process of product no. 5, 6 &

- 5.04 Sent for Co-processing or


of 149


Page 83 of 149

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


- 7.2 Sell to end user


ii Membership details of TSDF, CHWIF etc. Membership of TSDF & CHWIF will be obtained


-



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.


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.


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.



the EIA study to be done covering 10 Km radial distance from the project boundary along with


of 149


Page 84 of 149

1. Method of safe handling of all toxic raw material in the premises.



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.







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 status: New






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



8. Reactive Blue 160 71872-76-9

9. Reactive Blue 194 93050-78-3

of 149


Page 85 of 149

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


2006.



project proponent.


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

of 149


Page 86 of 149


Status of permission from the concern authority. Permission is obtained from GIDC.


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





Category Existing

KLD

Proposed

(Additional)

KLD

Total after

Expansion

KLD

Remarks

(A) Domestic 0.8 1.0 1.8

(B) Industrial


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]


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Page 87 of 149

ETP: 10.0 KLD Primary treatment facility at the site and after achieving CETP inlet norms, it will be sent to GESCSL, Vatva


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


TSDF: Eco Care Infrastructure Pvt. Ltd., Ghaspur, Dist. Surendranagar


8.0 KLD

E Air



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.


Existing & Proposed

-

of 149


Page 88 of 149

Sr.

no.

Source of

emission

Type of

emission

Stack/Vent

Height

(meter)

Air Pollution

Control Measures

(APCM)

No process gas emission

-


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


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

of 149


Page 89 of 149

iii Details of Non-Hazardous waste & its

disposal(MSW and others)

--



No use of any solvent



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.





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.







15. SIA/GJ/IND2/22349/2018 M/s. Shreem Industries Screening & Scoping

of 149


Page 90 of 149

Plot no. C-1/12-13, GIDC Estate, Phase-I,

Vatva, Ahmedabad








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

of 149


Page 91 of 149

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

of 149


Page 92 of 149

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


2006.



project proponent.


Sr.

no.

Particulars Details

A Total cost of Proposed Project Existing: 2.5 Crores

of 149


Page 93 of 149

(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



GIDC water supply

Status of permission from the concern authority. Permission is obtained from GIDC.


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


Process 6.0 8.0 14.0

Boiler 3.5 3.5 7.0

Scrubber 1.0 2.0 3.0

of 149


Page 94 of 149

Washing 10.0 1.0 11.0


Grand Total (A+B+C) 24.5 15.5 40.0





Category Existing

KLD

Proposed

(Additional)

KLD

Total after

Expansion

KLD

(A) Domestic 1.7 0.3 2.0

(B) Industrial


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]


ETP - 15.0 KLD


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.

of 149


Page 95 of 149

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


--


11.0 KLD

E Air



Existing & Proposed

of 149


Page 96 of 149

-

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

--

-


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

of 149


Page 97 of 149

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

-


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


Transportation, Disposal

at TSDF.

of 149


Page 98 of 149

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


Decontamination,


by selling to authorized

recycler or reuse.

3 Used Oil Machineries 5.1 10

Lt/yr.

40

lit/year

50 Lt/yr. Collection, Storage,


by selling to Registered

refiners.

4 Spent

sulphuric

acid

Process 26.3 -- 350 Mt/

Month

350 Mt/

Month



at NOVEL.

-


iii Details of Non-Hazardous waste & its

disposal(MSW and others)

--



No use of any solvent


--


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

of 149


Page 99 of 149

located in GIDC which is existing prior to EIA Notification 2006 and hence it is decided to exempt public

hearing for the aforementioned proposal.





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.







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



• 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.

of 149


Page 100 of 149

• Project proponent has submitted EIA Report prepared by M/s: Eco Chem Sales & Services,

Surat based on the TOR issued by MoEF&CC.



Sr.

no.

Name of the

Products

CAS no. /

CI no.

Quantity (MT/Month) End-use of the products


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


2006.



Sr. no.

Particulars Details


(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.


Existing: 5126.0 m2 Proposed: 0.0 (development on open land of existing plant) Total: 5126.0 m2


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.

of 149


Page 101 of 149

Proposed: 50 Nos. Total: 100 Nos.

D Water i


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.


Existing 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


Grand Total (A+B+C)

22.00 120.00 142.00


2) Quantity to be recycle:7.8 KLD



Category Existing 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.


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]


S.

No. Particulars

Details


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


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


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


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Page 104 of 149


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


Fly ash will be sold to Brick

Manufacturers. MOU is attached in EIA/EMP report.


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.


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 status: New

• PP has submitted online application vide no. SIA/GJ/IND2/17472/2016dated 09/04/2018 for


• 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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Page 106 of 149

No. Products MT/Month

1. Phenol Formaldehyde

Resin

9003-35-4 130 Predominantly used in the wood based product manufacturing industry as adhesive.


2006.



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


Water Tanker Supply

Status of permission from the concern authority. Not Applicable


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


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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 --


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)


Domestic: Septic tank/ Soak pit system

Industrial: ETP followed by Evaporator


Not Applicable

Membership of Common facility (CF) --

vii Reuse/Recycle details (KLD) --

E Air


-

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.


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Page 108 of 149

Sr.

no.

Source of

emission

Type of

emission

Stack/Vent

Height

(meter)


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


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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Page 109 of 149

lubricant / sold to

registered recycler.

3

Discarded

Plastic Bags/

Barrels/Drums

Raw material Consumption 33.1 0.01

Collection, storage & sold

to authorized vendor.



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


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.


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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Page 110 of 149

(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 status: New

• PP has submitted online application vide no. SIA/GJ/IND2/20743/2015 dated 03/04/2018for


• 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.



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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Page 111 of 149

Phthalate and pigments.

C Phthalimide 85-41-6 4,000


2006.



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 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.


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


2) Quantity to be recycle: 0 KLD

3) Total fresh water requirement: 900 KLD

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Page 112 of 149


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


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)


Domestic: STP

Industrial: ETP

vi In case of Common facility (CF) like CETP, Common Spray dryer, Common MEE etc. , Name

of CF

-


-

vii Reuse/Recycle details (KLD) 15 KLD- Used for Gardening within premises

E Air


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Page 113 of 149


-

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

-


-

Sr.

no.

Source of

emission

Type of

emission

Stack/Vent

Height (meter)


Measures

(APCM)

1 Reactor of

Phthalic

Anhydride Plant

CO

VOC

31.2 Multi Stage Water

Scrubber

And Post reactor

catalyst bed 2 30

-


As below:

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Page 114 of 149

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


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


of 149


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.


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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Page 117 of 149

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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Page 118 of 149

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.



Isopropanol, Hexafluoro Isopropyl Methyl Ether)

1500

TOTAL 3500

INORGANIC PRODUCTS

1. Hydrofluoric acid 50

2.



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


Benzenes / Chloro Fluoro Toluenes 1150 -- 1150

2.


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.



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.







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


Benzenes / Chloro Fluoro Toluenes 1150

2.


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.







9000

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Page 130 of 149

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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Page 131 of 149

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)


(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)


(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



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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



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)


(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


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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



@ 27,000 SM3/Month

-6,20,000 SM3/Month

@ -21,000 SM3/Month

1,80,000 SM3/Month

@ 6,000 SM3/Month


@275 Tonnes/Day

-8250 Tones/Month

@-275 Tones/Day --

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Page 134 of 149


@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


@ 6,000 SM3/Month

2. Diesel 13.2 KL/Annum

@1.32 KL/Month


TABLE 9 – TYPES OF FUELS & ITS CONSUMPTION (UNIT-II, NFIL)

SR.

NO.

TYPES OF

FUEL

TOTAL QUANTITY



@ 27,000 SM3/Month

-6,20,000 SM3/Month

@ -21,000 SM3/Month

1,80,000 SM3/Month

@ 6,000 SM3/Month


@275 Tonnes/Day

-8250 Tones/Month

@-275 Tones/Day --


@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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Page 135 of 149

SR. NO. TYPES OF FUEL QUANTITY


@ 21,000 SM3/Month

2. Imported Coal 8250 Tones/Month

@275 Tones/Day

3. Diesel 86.8 KL/Annum

@8.68 KL/Month


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 -

of 149


Page 136 of 149

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


Enclosures

TABLE 12 - DETAILS OF FLUE GAS EMISSION STACKS (UNIT-II, NFIL)

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Page 137 of 149

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 -


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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Page 138 of 149

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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Page 139 of 149

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


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


ventury Scrubbers

PM

HCl

40 mg/Nm3

20 mg/Nm3

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Page 140 of 149

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


ventury Scrubbers

HF

Cl2

HCl

6 mg/Nm3

9 mg/Nm3

20 mg/Nm3


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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Page 141 of 149

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


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


ventury Scrubbers

HF

Cl2

HCl

6 mg/Nm3

9 mg/Nm3

20 mg/Nm3


ventury Scrubbers

HF

NOx

6 mg/Nm3

25 mg/Nm3


ventury Scrubbers

HF

NOx

6 mg/Nm3

25 mg/Nm3


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

of 149


Page 142 of 149

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


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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Page 143 of 149

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


of 149


Page 144 of 149

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 --

of 149


Page 145 of 149

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



2 ETP sludge

(35.3) ETP 1030 TPA


for Land filing.

3 Liners & Bags


4

Discarded

containers

(33.1)

Storage of

Chemicals

1000 Nos

per Annum


recyclers after

decontamination.

5 Used Oil

(5.1)

Machinery &

Equipments 10 TPA


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

of 149


Page 146 of 149

(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

of 149


Page 147 of 149


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



2

ETP sludge from

Inorganic ETP

plant

(35.3)

Inorganic

ETP 4,000 TPA


for Land filing.

3

ETP sludge from

Organic ETP

plant

(35.3)

Organic ETP 320 TPA

4 Liners & Bags


5

Discarded

containers

(33.1)

Storage of

Chemicals

3000 Nos

per Annum


recyclers after

decontamination.

6 Used Oil

(5.1)

Machinery &

Equipments 110 TPA


refiners.

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Page 148 of 149

7 Incinerator ash

(37.2)

From

Incinerator 45 TPA


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


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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Page 149 of 149

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

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