minutes of the 330 th meeting of the state level expert ...seiaa.gujarat.gov.in/seac minutes of the...

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330th meeting of SEAC-Gujarat, Dated 28.03.2017

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Minutes of the 330th meeting of the State Level Expert Appraisal Committee held on

28/03/2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 330th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 28th March,

2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members

attended the meeting:

1. Shri T. P. Singh, Chairman, SEAC.

2. Shri V. C. Soni, Vice Chairman, SEAC.

3. Shri R. J. Shah, Member, SEAC.

4. Dr. V. K. Jain, Member, SEAC.

5. Shri V. N. Patel, Member, SEAC.

The agenda of TOR/Scoping/Category 8 (a) cases, TOR amendment and Appraisal cases was taken

up. Twenty one (21) cases of TOR/Scoping/Category 8 (a), one case of TOR amendment and eight (8)

cases of Appraisal was taken up. The applicants made presentations on the activities to be carried out

along with other details furnished in the Form-1 / Form-1A, EIA report and other reports.

1 Parshwanath Divine Survey No. 187/1, 187/2, 206 & 207, O.P. No.

343/1, F.P. No. 343/1/1, T.P.S. No. 410

(Amiyapur-Zundal-Sughad), Sughad,

Gandhinagar

Appraisal case.

The project proponent was called for presentation and discussion in the meeting of SEAC held on

09/11/2016. During the meeting held on 09/11/2016, the project proponent was suggested to provide

two staircases in the buildings having floor area more than 500 m2 on each floor. After detailed

discussion, it was decided to appraise the project only after submission of certain additional

information regarding the project.

Project proponent submitted the details sought during the meeting of SEAC held on 09/11/2016 vide

their letter dated 02/03/2017.

The project proponent along with their expert / consultants attended the SEAC meeting and made

presentation before the committee. During the meeting, the project was further appraised based on

the additional details submitted as well as facts presented before the committee.

During the meeting, it was presented that they are now planning to develop the project as per the

base FSI (2.7) available based on the prevailing GDCR instead of 3.38 as proposed by them earlier.

Due to this change built up area & FSI area of the project will become 1,36,352.39 m2 & 71214.50

m2. Revised Form-I & IA has been submitted and mentioned that number of units will remain the

same but the size of the units will be reduced. Details of the Environment Management Plan along

with budget allocation of Rs.64.50 lacs & Rs. 8 lacs as capital cost & recurring cost respectively has

been submitted. Design drawing of dual plumbing system & notarized consent of the other land

owners in favour of the applicant has been submitted. As per the zoning certificate submitted, the

project site falls in the T.P.Scheme of AUDA and water supply as well as drainage connection will be

available to the project during operation phase. It is proposed to provide two staircases in the

buildings having floor area more than 500 m2.

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VI. Salient features of the project are as under:

Sr. No.

Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/58294/2016]

2. Type of Project Residential + Commercial

(2 & 3 BHK High Rise Affordable Residential Flats & Shops)

3. Project / Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the project Parshwanath Divine

5. Name of Developer M/s. Shree Parshwanath Corporation

6. Estimated Project Cost

(Rs. In Crores)

300 Crore

7. Whether construction

work has been initiated

at site? If yes, details

thereof

No construction activity started

8. Project Details • Land / Plot Area (m2) :- 26,379.0

• FSI area (m2): 71,214.50

• Total BUA (m2): 1,36,352.39

Permissible Proposed

FSI Area --- 71,214.50

Ground Coverage --- 7,033.37

Common Plot Area 2,637.90 2,965.82

Max. building height 70 44.3

9. Building Details • No. of Buildings: 11

• No. of Blocks: 11

• Scope of buildings/blocks: 2 level basement + Ground floor (H.P

&/or shops) + 14 floors.

• No. & size of Residential Units: 1,162 Residential Flats

• No. & type of Commercial Units: 47 Shops

• Details of amenities if any: --

10. No. of expected

residents / users

5,951 Persons/Day

11. Water & waste water

details during

construction phase

• Water requirement (KL/day): 20.0

• Source of water: Local water tanker suppliers

• Waste water generation quantity (KL/day): 4.0

• Mode of disposal: Into septic tank & soak pit.

• Details of reuse of water, if any: None


details during operation

phase

• Total water requirement (KL/day): 891.0

• Fresh water requirement (KL/day): 617.0

• Source of water: water supply from Ahmedabad Urban

Development Authority (AUDA).


• Mode of disposal: Sewage to be generated during the operation

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phase of the project will be treated in the proposed onsite STP.

Treated sewage will be used for flushing & gardening purpose

within premises & remaining quantity of treated sewage will be

discharged into the drainage line of AUDA.

• In case of STP provision, capacity of STP: STP Capacity 750

KL/day

• STP Technology: comprising of primary + secondary + tertiary

treatment facilities.

• Purposes for treated sewage utilization: Treated sewage will be

utilized for flushing & gardening within premises.

• Quantity of treated water to be reused: Flushing (KL/day): 262.0 &

Gardening (KL/day): 12.0

• Provision of dual plumbing system (Yes/No): Yes

• Quantity and type (treated/untreated) of sewage to be discharged:

Sewage to be generated during the operation phase of the project

will be treated in the proposed onsite STP. Treated sewage will be

used for flushing & gardening purpose within premises & remaining

quantity of treated sewage will be discharged into the drainage line

of AUDA.

• Mode of disposal: As above.

13. Status of water supply

and drainage line

Water supply and drainage lines are already existing at the project

site.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal

/ Reuse

Top Soil 27,700 27,700 Development of

greenbelt

Other

excavated

earth

1,10,816 1,10,816 Levelling low lying

areas &

development of

green belt area

Construction

debris

3,550 3,550 Levelling, roads,

pavements, plot

filling, plinth filling

etc.

Steel scrap 2 MT -- To be sold to

scarp dealer

Discarded

packing

materials

25,000 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 2,940 Into bins to be Final disposal

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Wet waste provided

within

premises

through agency

appointed by

AUDA.

STP Sludge 1,050 HDPE Bags Used as

manure

• Capacity and no. of community bins to be placed within premises:

151 nos. of bins of 80 Lit. capacity

• Landfill site where waste will be ultimately disposed by local

authority: At the nearest waste collection point of AMC.

15. Parking Details • Total parking area requirement for the project as per GDCR:

18,422.74 m2

• Parking area requirement for residential units as per GDCR:

17,493.53 m2

• Parking area requirement for Commercial units as per GDCR:

929.21 m2

• Total number of CPS requirement for the project as per NBC :

1,236 CPS

• Number of CPS requirement for residential units as per NBC: 1,162

CPS

• Number of CPS requirement for commercial units as per NBC: 74

CPS

• Total Parking area provided (m2) & No. of ECS: 46,620.19 m2 &

1,500 CPS

• Parking area provided in basement (m2) & No. of ECS:

39,577.56 m2 & 1,236 CPS

• Parking area provided in hollow plinth (m2) & No. of ECS: 5,559.72

m2 & 199 CPS

• Parking area provided as open surface (m2) & No. of ECS: 50%

Common Plot – 1,482.91 m2 & 65 CPS

16. Traffic Management • Width of adjacent public roads: 12 m wide service road of 60 m

wide road.

• Number of Entry & Exit provided on approach road/s: 3 entry/exit

will be provided including 2 entry/exit for basements.

• Width of Entry & Exit provided on approach road/s: main gate of 9

m width.

• Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 5 m

• Width of all internal roads: 7.5 m

17. Details of Green

Building measures

proposed.

Solar lights in common sunlit areas , maximum use of LED lights, 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, maximum use of Portland Pozzolona Cement (PPC), PVC

electrical boards, maximum use of Ready Mix Concrete (RMC),

rainwater harvesting by recharging the ground water table with

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provision for 7 percolation wells etc.

18. Energy Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 4 MW during Operation Phase

Connected load: 4 MW

• Source: Uttar Gujarat Vij Company Ltd.

• Energy saving measures: Solar lights in common sunlit areas ,

maximum use of LED lights, use of variable frequency drive motors

to optimize power consumption, maximum use of light & silent

colours in the building envelope so that UV absorption is reduced &

associated cooling requirements are minimized.

• DG Sets:

No. and capacity of the DG sets: 1 x 500 KVA & 1 x 250

Fuel & its quantity: HSD

19. Fire and Life Safety

Measures

• Nearest fire station is Chandkheda fire station approx. 400 m. Time

required for the fire tender to reach at the project site is 10-15

minutes.

• During the construction phase: Fire extinguishers in common areas,

personal protective equipments like earplugs, dust masks, safety

shoes, helmets, hand gloves, etc will be provided to all workers, all

workers will be trained to use welding shields and follow safer

practice, provision of first aid facilities & related training to the

construction workers, maintaining hoists and lifts, lifting machines,

chains, ropes, and other lifting tackles in good condition, “H” frame

scaffolds & ladders made of mild steel, completely concealed

copper wiring, all electrical fittings / equipments used will meet the

relevant IS standards etc.

• During the operation phase: Fire extinguishers of CO2 type (4.5 kg)

and DCP type (5 kg) will be provided on each floor, hose reels, wet

risers, manually operated electric fire alarm system, 2 nos. of

underground water tank each of 100 KL capacity, automatic

sprinkler system in basement, CO sensors in basements etc.

20. Details on staircase:

Block Heighrt(m) No of

floor

Floor

area

Staircase Width(M) Travel distance

(m)

A 44.3 14 463.75 1 1.53 <30

B 44.3 14 536 2 1.53 <30

C 44.3 14 536 2 1.53 <30

D 44.3 14 536 2 1.53 <30

E 44.3 14 536 2 1.53 <30

F 44.3 14 440 1 1.53 <30

G 44.3 14 440 1 1.53 <30

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H 44.3 14 219 1 1.53 <30

I 44.3 14 440 1 1.53 <30

J 44.3 14 440 1 1.53 <30

K 44.3 14 440 1 1.53 <30

21. Rain Water Harvesting

(RWH)

• Level of the Ground water table: --

• No. & dimensions of RWH tank(s) : ---

• No. and depth of percolations wells : 7 Nos. & 37 m

• Details on Pre-treatment facilities : Screen pit before the percolation

well

22. Green area details • Tree covered area (m2) : 3,500

• Area covered by shrubs and bushes (m2): 375

• Lawn covered area (m2): 1,500

• Total Green Area (m2): 5,375

• Green area % of plot area: 20 %

• No. of trees and species to be planted: 350 nos.

• Local flora species i.e. Gulmohar, Asopalav, Neem etc. will be

preferred

23. Budgetary allocation for

Environmental

Management Plan

(Rs. in lacs)

Budget allocation of Rs.64.50 lacs & Rs. 8 lacs as capital cost & recurring cost respectively has been proposed.

24. Dust control measures Temporary windshield barriers, regular water sprinkling, tarpaulin

sheet cover on the material during the transportation, maximum use

of Ready Mix Concrete (RMC), uniform piling of sand and proper

storage to avoid dusting.

25. Eco friendly building

materials

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, maximum use of

Portland Pozzolona Cement (PPC) containing high amount of fly ash.

26. Facilities to be provided

to the construction

workers

Sanitation facilities, drinking water, municipal solid waste collection

facility etc.

27. Documents related to land possession.

Copies of village form no. 7 submitted by them shows that the land

for residential use is in the name of applicant & his family members.

Notarized consent of the other land owners has been submitted.

During the meeting, after detailed discussion on various aspects regarding the project, it was decided to

recommend the project to SEIAA Gujarat for grant of Environmental Clearance subject to the strict

compliance of the following project specific conditions as well as the standard conditions finalized during

the meeting of SEAC held on 09/09/2015 for building construction projects falling under project activity

no. 8(a) as per the schedule of the EIA Notification 2006:

Project Specific Conditions with which Environment Clearance is recommended:

CONSTRUCTION PHASE :

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WATER:

1. Fresh water requirement during the construction phase shall be 20.0 KL/day and it shall be met

through the local water tanker suppliers. No ground water shall be tapped during the construction

phase.

2. Sewage generated during the construction phase shall be disposed off through the septic tank & soak

pit system.

PERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 891.0 KL/day, out of which 617 KL/day

of fresh water requirement shall be met through the water supply from Ahmedabad Urban

Development Authority (AUDA). Remaining water requirement of 274 KL/day for flushing & gardening

shall be met by reuse of treated sewage from the proposed onsite STP. No ground water shall be

tapped during the operation phase. Metering of the water shall be done and its records shall be

maintained.

4. The sewage generation during the operation phase shall be 704 KL/day, which shall be treated in the

proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated regularly

and efficiently so as to achieve the GPCB norms at the STP outlet.

5. Treated sewage conforming to GPCB norms shall be reused within the premises for gardening &

flushing purpose at the maximum extent possible. Only remaining quantity of treated sewage shall be

discharged into the drainage line Ahmedabad Urban Development Authority (AUDA).

6. A proper logbook of STP operation and also showing the quantity of treated sewage reused in

flushing, gardening and quantity discharged into the drainage line etc. shall be maintained and

furnished to the GPCB from time to time.

7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated

sewage for flushing.

8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted

into the recharge well upon completion of the construction phase.

9. Rain water harvesting from rooftop and paved areas and ground water recharge through 7 nos. of

percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-

treatment must be done to remove suspended matter

AIR:

10. D. G. sets (1 × 500 KVA & 1 x 250 KVA) proposed as backup power shall be of enclosed type and

confirm to prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at

diesel generator set to mitigate the impact of noise.

11. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA

Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated

standards.

12. The stackheight of the D.G.sets shall beequalto the height needed for the combined capacity of all

proposed D.G.sets..

SOLID WASTE:

13. The solid waste generated shall be properly collected and segregated at source. The recyclable

material shall be sold to vendors whereas other garbage shall be disposed off properly as per the

provisions made by the Ahmedabad Urban Development Authority (AUDA). STP Sludge shall be

used as soil conditioner within premises after adequate treatment.

SAFETY:

14. All the staircases and lifts shall open out at ground level from the highest point of building [with

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access from each floor] for emergency evacuation. Two staircases shall be provided in each building

having floor area more than 500 m2 on each floor.

15. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) will be provided

on each floor, hose reels, wet risers, manually operated electric fire alarm system, 2 nos. of

underground water tank each of 100 KL capacity, automatic sprinkler system in basement, CO

sensors in basements etc. shall be provided as proposed.

16. In basement at least two separate ramps of adequate width and slope shall be provided, located

preferably at opposite ends.

17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up of

CO in the area.

18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure

operation of exhaust fans as CO concentration levels.

PARKING / TRAFFIC CONGESTION:

19. Minimum parking area of 46,620.19 m2 [1,482.91 m2 as open surface parking + 39,577.56 m2 in

basement + 5,559.72 m2 in hollow plinth] shall be provided as proposed.

ENERGY CONSERVATION:

20. Energy conservation measures viz. solar lights in common sunlit areas , maximum use of LED lights,

use of variable frequency drive motors to optimize power consumption, maximum use of light & silent

colours in the building envelope etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 5,375 m2 comprising of 3,500 m2 tree covered area shall be developed as

proposed. The other open spaces inside the plot shall be suitably landscaped and covered with

vegetation of indigenous tree species.

OTHER CONDITION:

22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the

MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with

later & spirit.

2. Swagat Texking at Block No. 223/B, O.P.No.15, F.P.No.15, T.P.S.No.35, (Kumbharia-Saroli-SaniaHemad-Devadh), Ta. Kumbharia, Dist. Surat.

Appraisal case.


09/11/2016. During the meeting held on 09/11/2016, the details of mechanical parking to be provided &

common amenities like number of separate sanitation blocks for male & female and drinking water facility

to be provided in the proposed commercial building were presented & discussed. It was found that a

copy of permission obtained from Airports Authority of India for building height of 80 m above ground

level has been submitted. It was presented that the project area was flooded up to 2-3 feet above ground

level. It was clarified that all the commercial units will have doors facing to open to sky passages on one

side & windows facing the road on the other side for adequate cross ventilation. Provision of 1 m high

continuous roof light for the commercial units to maximize natural light and ventilation, a roof

light/clerestory (1.2m high x 9.5m long x 1.5m wide) in the foyer area to maximize natural light and

ventilation above the stair of foyer, ‘sky domes’ to illuminate the corridor & internal spaces, high level

glass louvers will allow natural cross ventilation of the common space etc. will be made. Component wise

electric load considered for the proposed commercial project, protection system & electric material

details have presented during the meeting. It is proposed to use flame proof electrical material meeting

with the relevant IS standards. Further it was presented that the wall mounted ventilation fans with

automatic temperature & humidity sensors & having 5 CFM, CO sensors etc. will be provided in

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basements. Speed level of the fans will be adjusted to ensure 2-3 air changes per hour. During the

meeting, after detailed discussion, it was decided to appraise the project only after submission of the

following:

1. Copy of permission obtained from concerned competentauthority for the proposed FSI.

2. Revised details on parking area provision for the proposed commercial project as per the

requirement of NBC norms.

3. Notarized undertaking stating that any kind of manufacturing activity will not be allowed in the

commercial units of the proposed project and any commercial unit will not be sold / allotted for

storage of chemicals, flammable substances, explosives, fire crackers or any other material of

hazardous characteristics.

4. Copy of permission obtained for non agricultural use of the proposed project site or a copy of

correspondences made with concerned authority in this regard.

5. Details on the provisions to be made to avoid adverse impacts of flood.



The project proponent along with their expert / consultants attended the SEAC meeting and made

presentation before the committee. During the meeting, the project was further appraised based on the

additional details submitted as well as facts presented before the committee.

During the meeting, it was found that they have submitted a copy of permission obtained from Urban

Development & Urban Housing Department for the FSI area of 28632.69 m2 & ground coverage of

3,465.72 m2. It is proposed to provide parking space of 18,591.34 m2 [459.21 m2 as open surface

parking + 9,198.63 m2 in basement + 8,933.5 m2 as mechanical parking in basement] which is

equivalent to 588 CPS. They have also submitted a notarized undertaking stating that any kind of

manufacturing activity will not be allowed in the commercial units of the proposed project and any

commercial unit will not be sold / allotted for storage of chemicals, flammable substances, explosives,

fire crackers or any other material of hazardous characteristics. N.A order submitted by them show that

the land for commercial use is in the name of applicants. It is proposed to raise the plinth level of the

project site considering HFL of the area.

Salient features of the project are as under:

Sr.

No.

Particulars Details


2. Type of Project Textile Warehouse Complex

3. Project /

Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the

project

Swagat Texking

5. Name of

Developer

Mr.Jaydeep Chandravadanbhai Bhatt & Others

6. Estimated

Project Cost

Rs.80crores

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(Rs. In Crores)

7. Whether

construction

work has been

initiated at

site? If yes,

details thereof

No

8. Project Details • Land / Plot Area (m2):7,163.0

• FSI area (m2):28,632.69

• Total BUA (m2):45,307.67


FSI Area(m2) 28,632.69 28,632.69

Ground Coverage (m2) 3,465.72 3,465.72

Common Plot Area (m2) 716.52 716.52

Max. building height (m) 94.64 58.25

9. Building

Details

• No. of Buildings:1

• Scope of buildings/blocks: 2 level basement + ground floor +9 floors;

• No. & type of Commercial Units:378 units

10. No. of

expected

residents /

users

1701

11. Water & waste

water details

during

construction

phase

• Water requirement (KL/day):15

• Source of water:Water supply from SMC

• Waste water generation quantity (KL/day):2.1

• Mode of disposal:Into drainage line of SMC.

12. Water & waste

water details

during

operation

phase

• Fresh water requirement (KL/day):88.0

• Source of water: Water supply from SMC


• Mode of disposal: Into drainage line of SMC.

13. Status of water

supply and

drainage line

Both drainage and water supply line exit at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of Disposal /

Reuse

Top Soil 716.3 350 350 m3of

excavated top soil

will be utilized for

greenbelt

development

Other excavated

earth

38,294.63 3,223.35 m3of 366.3 m3of top

soil and 35,071.28

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excavated

soil will be

utilized for

back filling

with in site.

m3of other

excavated earth will

be utilized for other

project after

payment of

necessary royalty if

any

Construction

debris

15 KG/day Nil Sold off to recyclers

Steel scrap 15 KG/day

Discarded

packing

materials

6 KG/day

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of Disposal /

Reuse

Dry waste 210kg/day Into bins to be

provided

within

premises.

Disposal through

door to door waste

collection system

of SMC.

Wet waste 200kg/day

• Details of segregation if to be done: Solid waste segregation at sourcewill

be adopted and wet waste will be send to the SMC’s organicwaste

management facility. Recyclable material will be disposed asper the

practice of SMC.

• Capacity and no. of community bins to be placed within premises:1nos

of bin having capacity of 300kg for dry waste and 300 kg for wet waste

will be provided to building.

• Landfill site where waste will be ultimately disposed by local authority:

Khajod Disposal Site

15. Parking Details • Total parking area requirement for the project as per GDCR: 14,316.34m2

• Parking area requirement for Commercial units as per GDCR: 14,316.34m2

• Total number of CPS requirement for the project as per NBC :572

• Number of CPS requirement for commercial units as per NBC:572

• Total Parking area provided (m2) & No. of ECS: 18,591.34 m2 [459.21 m2 as

open surface parking + 9,198.63 m2 in basement + 8,933.5 m2 as

mechanical parking in basement] which is equivalent to 588 CPS.

16. Traffic

Management

• Width of adjacent public roads:30 and 18 m wide TP road

• Number of Entry & Exit provided on approach road/s:Two entry/exitwill be

provided.

• Width of Entry & Exit provided on approach road/s:6 m

• Minimum width of open path all around the buildings for easy accessof fire

tender (excluding the width for the plantation):4 m

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• Width of all internal roads: 6 m & 4.5 m

17. Details of

Green Building

measures

proposed.

Provision to install aerated coke (foam type) in wash basins, kitchen, low

flush water closets in toilet and pressure reducing valves in water pipeline,

rain water harvesting ground water recharge, maximum utilization of natural

light, roof-top thermal insulation, LED lighting fixtures in the common areas,

appropriate design to shut out excess heat and gain loss, use of solar energy

in external lighting (landscape lighting), use of aerated blocks etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand:1800 KW

Connected load:2000 KW

Source:DGVCL

• Energy saving measures:Maximum utilization of natural light, roof-top

thermal insulation, LED lighting fixtures in the common areas, appropriate

design to shut out excess heat and gain loss, use of solar energy in external

lighting (landscape lighting), use of aerated blocks etc..

• DG Sets:

No. and capacity of the DG sets:4 and 60KVA

Fuel & its quantity:diesel (10 Liter/h)

Note : - D.G. Sets will be used in case of power failure or fire emergency

19. Fire and Life

Safety

Measures

• During the construction phase: Fire extinguishers at various locationsand

can be easily accessible, to keep printed board showing importanttelephone

number of fire, ambulance, hospital etc. training to theworkers on safety

aspects, first aid box at identified places within,premises, doctor &

ambulance services, provision of PPE’S likehelmet, gumboot/safety shoes,

safety net, safety goggles etc.

• During the operation phase: Sprinkler per 6.9 m2 area of basement,fire

extinguishers (mobile & portable) on each floor & in the basement,wet riser

opening at each floor, manually operated electric fire alarmsystem, hose

reel, terrace water tanks of 20 KL capacity, undergroundwater tank of 400

KL, smoke detectors etc.

• Nearest fire station: Magob fire station.

Distance from project site: 2 km.

20. Details on staircase

Type & no. of

buildings

No. of

floors

Floor

area

No. of

staircase

Width of the

staircase

Travel

distance

(m)

A 2B+G+8 2,892.11 3 2.05 m <30

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table:19m

• No. & dimensions of RWH tank(s) :-

• No. and depth of percolations wells :2

• Details on Pre-treatment facilities :only roof top rainwater harvesting is

proposed

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22. Green area

details

• Tree covered area (m2) :350.0

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

• Lawn covered area (m2):350.0

• Total Green Area (m2):700

• Green Area % of plot area:9.77%

• No. of trees and species to be planted:200

23.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

• Green belt development : 60 Lacs

• Drainage and rain water harvesting: 60 lacs

• Solar and energy saving: 25lacs

• Total: 125 Lacs

24. Proposed dust

control

measures

during the

construction

phase

Loading & transportation in covered trucks, covered shed provided for cement

unloading activity, temporary wind screen around project site, sprinkling of

water on roads and in vicinity of storage area.

25. Eco friendly

building

material usage

details.

Fly as brick, aerated block, paving block, RMC, Lead free points etc.

26. Facilities to be

provided to the

construction

workers

Drinking water & tap water, sanitation facilities, first aid box, free medicines,

doctor service, PPEs etc.

27. Documents

related to land

possession

Copy of village form No. 7 & NA order submitted bythem shows that NA land

for commercial use in the name of applicants.

During the meeting, after detailed discussion it was decided to recommend the project to SEIAA Gujarat

for grant of Environmental Clearance. subject to the strict compliance of the following project specific

conditions as well as the standard conditions finalized during the meeting of SEAC held on 09/09/2015

for building construction projects falling under project activity no. 8(a) as per the schedule of the EIA

Notification 2006:


SPECIFIC CONDITION:

1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.

2. The project proponent shall not sell / allot any textile house for storage of chemicals, flammable

substances, explosives, fire crackers or any other material of hazardous characteristics.

3. Common amenities like drinking water facility, sanitation blocks separate for male & female, first aid

facility etc. shall be provided as proposed by the project proponent.

4. Plinth level shall be raised above the HFL of the area as flood protection measure as proposed by

them.


WATER:

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Page 14 of 147


through the water supply from Surat Municipal Corporation (SMC).No ground water shall be tapped

during the construction phase.

6. Sewage generated during the construction phase shall be discharged through drainage line of Surat

Municipal Corporation (SMC).

OPERATION PHASE:

WATER:

7. Water requirement during the operation phase shall be 88.0 KL/day and it shall be met through the

water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped during

the operation phase. Metering of the water shall be done and its records shall be maintained.


into the recharge well.

9. Sewage generation during the operational phase shall be 68.0 KL/day and it shall be discharged

through the drainage system of Surat Municipal Corporation (SMC).



treatment must be done to remove suspended matter.

AIR:

11. D. G. sets (4 × 60KVA) proposed as backup power shall be of enclosed type and confirm to prescribe

standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel generator set

to mitigate the impact of noise.



standards.

13. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of all

proposed D.G.sets.

SOLID WASTE:



provisions made by the Surat Municipal Corporation (SMC).

SAFETY:




16. Fire fighting facilities like Sprinkler per 6.9 m2 area of basement, fire extinguishers (mobile &

portable) on each floor & in the basement, wet riser opening at each floor, manually operated electric

fire alarm system, hose reel, terrace water tanks of 20 KL capacity, under ground water tank of 400

KL, smoke detectors etc. shall be provided as proposed.




CO in the area.




20. Minimum Parking space of 18,591.34 m2 [459.21 m2 as open surface parking + 9,198.63 m2 in

basement + 8,933.5 m2 as mechanical parking in basement] shall be provided as proposed.

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Page 15 of 147

21. No public space including the service road shall be used or blocked for the parking and the trained

staff shall be deployed to guide the visitors for parking and helping the senior citizens and physically

challenged people to park their vehicles at appropriate parking places (valet parking).

22. Necessary signage including continuous display of status of parking availability at entry, exit and all

other appropriate places shall be provided which should have appropriate size of letters and shall be

visible from the at least 50 meter distance.


23. Energy conservation measures viz. maximum utilization of natural light, roof top thermal insulation,

LED lighting fixtures in the common areas, use of solar energy in external lighting, appropriate design

to shut out excess heat & gain loss etc. shall be implemented as proposed.

24. The energy audit shall be conducted at regular interval for the project and the recommendations of

the Audit Report shall be implemented with spirit.

GREEN BELT:

25. Green belt area of 700.0 m2comprising of 350.0m2 tree covered areashall be developed as proposed.

The other open spaces inside the plot shall be suitably landscaped and covered with vegetation.

OTHER CONDITION:



later & spirit.

3. Glorious F.P.No.75+206, O.P.No.76, B.No.86+168,

T.P.S.No.49, Village: Katargam, Ta: Choryasi,

Dist: Surat.

Screening/scoping & appraisal.

The project proponent did not remain present during the meeting.

4. Signature Gallaria at S.No.466, Old N.H.No.8, Ankleshwar, Bharuch

proposed by Mega Infrastructure Development

Company

Appraisal case.


21/12/2016. The project proponent along with their expert / consultants attended the SEAC meeting held

on 21/12/2016 and made presentation before the committee.

During the meeting held on 21/12/2016, the project proponent presented a copy of letter obtained from

Ankleshwar Seva Sadan stating that the water supply & drainage network will be provided to the

proposed project. The project proponent was suggested to increase the parking area provision. After

detailed discussion, it was decided to appraise the project further only after submission of certain

additional details regarding the project.



Project proponent along their expert/ consultant attended the meeting for appraisal of the project. During

the meeting, the project was further appraised based on the additional details submitted as well as facts

presented before the committee.

During the meeting, it was presented that the parking area proposed for the project will be 15,902.06 m2

[9,952.97 m2 in upper basement + 3,649.09 m2 in lower basement + 2,300 m2 as open surface parking]

which is equivalent to 525 CPS against the parking requirement of 219 CPS as per the NBC norms. One

level basement will be added in one building in order to increase the parking area provision. Built up area

of the project will be increased to 35,970.09 m2 from 32,321 m2 due to addition of one level basement.

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Page 16 of 147

They have also submitted revised form I & IA in this regard. Provision of 4 staircases & 3 staircases will

be made in proposed two buildings and maximum travel distance to the nearest staircase from the

farthest corner of the floor will be 28.0 m. It was presented that the walls of the theatre will be additionally

layered with fabric + foam + perforated sheet + glass wool to avoid disturbance due to noise. It was

presented that aluminium composite panel (A.C.P) and fibre sheets will be used & placed on outer

facades in such a way to reduce direct reflection of sunlight & thereby reducing heat island effect in

surrounding areas. Plan for loading & unloading of goods has been submitted & discussed during the

meeting. It is proposed to provide common amenities like drinking water facility, sanitary blocks, first aid

facilities etc. at each floor. Solar powered lights will be provided for common area lighting. Plan

submitted show that all the commercial units will be facilitated with adequate cross ventilation through

doors opening in the passages on one side & windows facing roads on the other side.


Sr.

No

Particulars Details


2. Type of Project Commercial Project

3. Project / Activity No. [8(a)

or 8(b)]

8(a)

4. Name of the project Signature Gallaria

5. Name of Developer Mega Infrastructure Development Company


(Rs. In Crores)

50 crores




thereof

No

8. Project Details • Land / Plot Area (m2) : 12,141,

• FSI area (m2):21,249.72

• Total BUA (m2): 35,970.09


FSI Area (m2) 25,496.10 21,249.72

Ground Coverage (m2) ---- 5,130.85

Common Plot Area (m2) ---- 1,214

Max. building height (m) --- 16.0

9. Building Details • No. of Buildings:2

• Scope of buildings/blocks: Basement + ground floor + 4 floors

• No.& size of Residential Units:Nil

• No. & type of Commercial Units:Shops: 261, Office- 96,

Guest Room – 13 , Multiplex – 720 seats(3 screens)

• Details of amenities if any: -

10. No. of expected

residents / users

1002 – shop/offices

720- Multiplex

26 – Guest Room


details during

construction phase

• Water requirement (KL/day):16.25

• Source of water: Local water tankers

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Page 17 of 147


• Mode of disposal: Septic tank & soak pit

• Details of reuse of water, if any: 4.0 KLD for curing



phase


• Source of water: Water supply from Ankleshwar Nagar Seva

Sadan


• Mode of disposal: Into drainage line of Ankleshwar Nagar Seva

Sadan


and drainage line

Ankleshwar Nagar Seva Sadan drainage line is at 100 m from

site and water supply line is available at site.(Drainage line work

is 70% completed)

14. Solid waste Management Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal / Reuse

Top Soil 1,450 1,450 Greenbelt

development

Other

excavated

earth

27,550 27,550 Back filling and

internal road

development

Constructi

on debris

260 240 Back filling and

internal road

development

Steel

scrap

8 --- Sold to vendors

Discarded

packing

materials

5 ---- Sold to vendors

Remaining construction debris will be used for back filling for the

other projects in the vicinity as well as road development outside

the premises.

Operation Phase:

Type of

waste

Generatio

n Quantity

(Kg/day)

Mode of

waste

collection

Mode of Disposal /

Reuse

Total ~400 Into bins to

be provided

within

premises

Bio degradable

waste will be

disposed into near

by bins and non

biodegradable

waste will be sold to

vendors

• Details of segregation if to be done: Green bin for bio

degradable waste & White bins for non‐biodegradable waste.

• Capacity and no. of community bins to be placed within

premises: 850 bins will be provided with 5 litre to 25 litre

capacity


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Page 18 of 147

authority: Ankleswar Nagar Sevasadan.

15. Parking Details • Total parking area requirement for the project as per

GDCR:10,624.86m2

• Parking area requirement for Commercial units as

perGDCR:10,624.86m2

• Total number of CPS requirement for the project as per NBC:

219 CPS

• Number of CPS requirement for commercial units as per NBC:

219 CPS

• Total Parking area provided (m2) & No. of CPS: Area –

15,902.06 m2 , CPS - 525

• Parking area provided in upper basement (m2) & No. of CPS:

Area –9,952.97 m2 & CPS – 311

• Parking area provided in lower basement (m2) & No. of CPS:

Area –3,649.09 m2 & CPS - 114

• Parking area provided as open surface (m2) & No. of CPS:

Area – 2,300 m2 , CPS – 100

16. Traffic Management • Width of adjacent public roads:30 m wide road

• Number of Entry & Exit provided on approach road/s: 2 gates

will be provided

• Width of Entry & Exit provided on approach road/s: 6 m


access of fire tender(excluding the width forthe plantation): 3 m

• Width of all internal roads:7 m and 5 m

17. Details of Green Building

measures proposed.

Maximum use of natural light through architectural design, use of

energy efficient motor and pumps, maximum use of aerated

blocks, use of LED & low voltage lighting, LED lighting in open

and landscape areas, rooftop thermal insulation etc.


Source and Conservation

• Power supply:

Maximum demand:2500 KVA

Connected load:----

• Source: DGVCL

• Energy saving measures: Maximum use of natural light through

architectural design, use of energy efficient motor and pumps,

maximum use of aerated blocks, use of LED & low voltage

lighting, LED lighting in open and landscape areas, rooftop

thermal insulation, solar powered lights for common area

lighting etc.

• DG Sets:

No. and capacity of the DG sets:3 X 125 KVA

Fuel & its quantity: HSD 75 litre/hr

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Page 19 of 147


Measures

• For business building: Fire Extinguishers, hose Reel, wet riser,

automatic sprinkler system( Basement), manual operated

electric fire alarm system, automatic detection and alarm

system, underground tank – 50 KL, terrace tank-15 KL, pump

near underground static water storage tank- one electric and

one diesel pump of capacity-, 2 280 l/min and one electric

pump of capacity-180 l/min, pump capacity at the terrace level

with minimum pressure of 2.0 kg/cm2- 900 lit/min

• For multiplex: fire extinguishers, hose reel, wet riser, yard

hydrant, automatic sprinkler system( Basement), operated

electric fire alarm system, automatic detection and alarm

system, underground static water storage tank-200 KL, terrace

tank-20 KL, near underground static water storage tank - two

electric and one diesel pump of capacity-2 850 l/min and one

electric pump of capacity-180 l/min.

• For guest rooms: Fire extinguishers, hose reel, automatic

sprinkler system( Basement), manual operated electric fire

alarm system, automatic detection and alarm system, terrace

tank-20 KL etc.

• Name of the nearest fire station: Ankleshwar Fire Station

Distance from the project site: About 2.2 Km

Time required by the fire tender to reach the project site: 15

minutes


Type &

no. of

buildings

No.

of

floors

Height in

m.

Floor

area

No. of

staircase

Width of the

staircase

Travel

distance (m)

A 16.0 B +G + 4 3,236.04 4 1.5 28 m

B 12.80 B +G + 3 2,196.0 3 1.5


(RWH)

• Level of the Ground water table: ---

• No. & dimensions of RWH tank(s) : 4

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

• Details on Pre-treatment facilities: Desilting cum filter chamber

22. Green area details • Tree covered area (m2) :500

• Area covered by shrubs, bushes and lawn (m2):714

• Total Green Area (m2):1,214

• Green Area % of plot area:10

• No. of trees and species to be planted:250 trees of local flora

species.


Environmental

Management Plan

Allocation of Rs. 22.0 lacs & Rs. 9.5 lacs as capital cost &

recurring cost respectively has been made for EMP & EMS

24. Proposed dust control

measures during the

construction phase

Dust suppression by spraying of water, peripheral barricading the

project site, covering the construction material during

transportation and storage, compaction of soil during various

construction activities

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Page 20 of 147


material usage details.

Fly ash bricks/fly ash blended concrete blocks, fly ash paving

blocks.


to the construction

workers

Sanitation facility for labour and staff members will be provided at

site.

Welfare facility will be provided as per Gujarat Building and other

Construction Workers Rules.

27. Documents related to

land possession.

Copy of village form no 7 submitted shows that N.A land in the

name of Mega Infrastructure Development Co.

During the meeting, after detailed deliberation, it was decided to recommend the project to SEIAA

Gujarat for grant of Environmental Clearance subject to the strict compliance of the following project

specific conditions as well as the standard conditions finalized during the meeting of SEAC held on

09/09/2015 for building construction projects falling under project activity no. 8(a) as per the schedule of

the EIA Notification 2006:



WATER:



phase.

2. Sewage generated during the construction phase shall be disposed off through septic tank & soak pit

system.

OPERATION PHASE:

WATER:


water supply system of Ankleshwar Nagar Seva Sadan. No ground water shall be tapped during the

operation phase. Metering of the water shall be done and its records shall be maintained.




through the drainage system of Ankleshwar Nagar Seva Sadan.




AIR:

7. D. G. sets (3 × 125 KVA) proposed as backup power shall be of enclosed type and confirm to

prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel

generator set to mitigate the impact of noise.



standards.


proposed D.G.sets.

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Page 21 of 147

SOLID WASTE:



provisions made by the Ankleshwar Nagar Seva Sadan

SAFETY:




12. Fire fighting facilities like fire extinguishers, hose reel, wet riser, automatic sprinkler system(

Basement), manual operated electric fire alarm system, automatic detection and alarm system,

underground tank – 50 KL, terrace tank-15 KL etc. for business building & fire extinguishers, hose

reel, wet riser, yard hydrant, automatic sprinkler system( Basement), operated electric fire alarm

system, automatic detection and alarm system, underground static water storage tank-200 KL,

terrace tank-20 KL, near underground static water storage tank - two electric and one diesel pump of

capacity-2 850 l/min and one electric pump of capacity-180 l/min. etc. for multiplex shall be provided

as proposed.




CO in the area.




16. Minimum Parking space of 15,902.06 m2 [9,952.97 m2 in upper basement + 3,649.09 m2 in lower

basement + 2,300 m2 as open surface parking] shall be provided as proposed.








19. Energy conservation measures viz. maximum use of natural light through architectural design, use of

energy efficient motor and pumps, maximum use of aerated blocks, use of LED & low voltage lighting,

LED lighting in open and landscape areas, rooftop thermal insulation, solar powered lights for

common area lighting etc.



GREEN BELT:

21. Green belt area of 1,214.0 m2 comprising of 500.0 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit.

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Page 22 of 147

5. Building construction project proposed by Mr. Vasantbhai Tribhovanbhai Patel.

Block No.- 32/B, Moje : Khadsad, Tal. - Kamrej, Dist. – Surat.

Appraisal case.


21/12/2016. During the meeting held on 21/12/2016, the project proponent was suggested to increase

the parking area provision for the project. After detailed discussion on various aspects regarding the

project, it was decided to appraise the project further only after submission of certain additional

information regarding the project.

Project proponent vide their letter dated 04/03/2017 submitted the details sought during the meeting of

SEAC held on 21/12/2016.

The project proponent along with their expert / consultants attended the SEAC meeting and during the

meeting, the project was further appraised based on the additional details submitted as well as facts


During the meeting, it was presented that the area will be covered under the Town Planning Scheme of

SUDA in near future. The construction work of the project will take about 4 years to complete and mean

while the water supply & drainage connection of SUDA will be available to the area. Notarized consent

from all the other land owners in favour of the applicant has been submitted. Basement area will increase

from 1834.0 m2 to 29,736.20 m2 in order to facilitate more vehicular parking. Parking area provision for

the project will become 47,049.0 m2 [12,295.0 m2 as open surface parking + 6,508.0 m2 in hollow plinth +

28,246.0 m2 in basement] which is equivalent to 1648 CPS. Built up area of the project will become

1,17,927.59 m2 instead of 90,025.39 m2 due to addition of the basement.


Sr.

No.

Particulars Details


2. Type of Project Residential

3. Project / Activity

No. [8(a) or

8(b)]

8(a)

4. Name of the

project

Vansantbhai Tribhovanbhai Patel

5. Name of

Developer

Vansantbhai Tribhovanbhai Patel

6. Estimated

Project Cost

(Rs. In Crores)

Rs. 130.0 Crore

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

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Page 23 of 147

8. Project Details • Land / Plot Area (m2): 32,346.0

• FSI area (m2): 72,256.31

• Total BUA (m2) : 1,17,927.59


FSI Area (m2) 72,778.50 72,256.31


Common Plot Area (m2) 3,268.0 3,268.0

Max. building height (m) -- 40.0

9. Building Details • No. of Buildings: 13 Nos.


• Scope of buildings/blocks:10 buildings - Basement+ hollow plinth+ 12

floors, 3 buildings: Basement+ hollow plinth+13 floors

• No. & size of Residential Units: 1,164 Flats

• No. & type of Commercial Units: --


10. No. of expected

residents /

users

Expected residents: 4,656

Expected shop users: --

Expected visitors: 2,000

11. Water & waste

water details

during

construction

phase


• Source of water: Bore well


• Mode of disposal: Soak pit

• Details of reuse of water, if any: W/W generated from washing of

equipment will be reused for curing after necessary treatment.

12. Water & waste

water details

during operation

phase



• Source of water: water supply from SUDA


• 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 SUDA.

• In case of STP provision, capacity of STP: Yes 600.0 KL/day

• STP Technology: STP with primary, secondary & tertiary treatment

facilities.

• Purposes for treated water utilization: Gardening and Flushing

• Quantity of treated water to be reused:1.Gardening (KL/day):13.0, 2.

Flushing (KL/day): 264.0

• Provision of dual plumbing system (Yes/No): yes

• Quantity and type (treated/untreated) of sewage to be discharged:

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 SMC/SUDA


13. Status of water The area will be covered under the Town Planning Scheme of SUDA in

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Page 24 of 147

supply and

drainage line

near future. The construction work of the project will take about 4 years to

complete and mean while the water supply & drainage connection of

SUDA will be available to the area.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil 1,634.0 1,634.0 Reuse for developing

garden area

Other

excavated

earth

7,336.00 10,971.20

m3 will be

required for

plinth filling

Will be arranged from

other project site

Construction

debris 945 450

Reused as a filler up to

plinth level & remaining

will be reused for outer

road development

Steel scrap 36 -- Sold to local scrap

vendors

Discarded

packing

materials

23 -- Sold to local vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of

Disposal /

Reuse

Dry waste 1,676.0 Blue colour

bucket

Through door to door waste collection system of SMC.

Wet waste 1,117.0 Green colour

bucket

Through door to door waste collection system of SMC.

STP Sludge 60 On SDB Reused in gardening as manure within project premises

• 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: 0.5 m3

in each building


Khajod Landfill site of SMC.

15. Parking Details • Total parking area requirement for the project as per GDCR: 10,838.44

m2

• Parking area requirement for residential units as per GDCR: 10,838.44

m2

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Page 25 of 147

• Total number of CPS requirement for the project as per NBC : 582

• Number of CPS requirement for residential units as per NBC: 582

• Total Parking area provided (m2) & No. of ECS: 47,049.0 m2 & 1,648

• Parking area provided in basement (m2) & No. of ECS: 28,246.0 m2 &

882 ECS

• Parking area provided in hollow plinth (m2) & No. of ECS: 6508.0 m2 &

232 ECS

• Parking area provided as open surface (m2) & No. of ECS: 12,295.0 &

534

[12,295.0 m2 as open surface parking + 6,508.0 m2 in hollow plinth +

28,246.0 m2 in basement]

16. Traffic

Management

• Width of adjacent public roads: 18.0 m wide road

• Number of Entry & Exit provided on approach road/s: One gate 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): 5 m

• Width of all internal roads: 6 m & 7.5 m


Building

measures

proposed.

Use of fly ash based material, provision of flush tank instead of direct

flushing in toilet, provision of foam type aerated cock for water usage, use

of LED light in common building areas, solar lights for landscape areas,

maximum use of natural lighting, reflective / white tiles on terrace floor etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply Maximum demand: 3000 KVA Connected load:

• Source: D.G.V.C.L

• Energy saving measures: Use of LED light in common areas, solar lights

for landscape areas, maximum use of natural lighting, reflective / white

tiles on terrace floor etc.

• D.G.stes: No. and capacity of the DG sets: 3 x 125 KVA

Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity

30L/h in each.

19. Fire and Life

Safety

Measures

Fire extinguisher, hose reel, wet riser, automatic sprinkler system in

basement, manually operated electric fire alarm system, underground

water tank of 75 KL capacity, terrace tank of 10 KL capacity, one electric

& one diesel pump of capacity 1620 L/min. & one electric pump of

capacity 180 L/min. having pressure 3.5 kg/cm2 at terrace level etc.


Bldg. No. Floor No. Floor

Area

(m2)

No. of

Staircas

e

Width of

Staircase

(m)

Maximum Travel

Distance up to the

Staircase (< 30 m)

10 blds. B+HP+12 481.58 2 2.0 < 20

1 bld. B+HP+13 481.58 2 2.0 < 20

2 blds B+HP+13 324.89 1 2.0 < 20

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Page 26 of 147

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 20.0 m

• No. & dimensions of RWH tank(s) : 08 no. of RWH tanks; size: 4 m x 3 m x 3 m

Size of Bore: 350 mm dia.

Size of pipe: 150 mm dia.

• No. and depth of percolations wells: 08 nos. of percolating well, depth will be kept 5 m above ground water table.

• Details on Pre-treatment facilities: A de-silting chamber will be provided to de-silt and remove floating material through bar screen

22. Green area

details

• Tree covered area (m2) : 744.0

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

• Lawn covered area (m2): 2,524.0

• Total Green Area (m2): 3,268.0

• Green Area % of plot area: 10.60 %

• No. of trees and species to be planted: 124 trees of Asopalav, Coconut Palm Tree, Neem Tree, Indian Champa etc.

23.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Sr.

No

.

Particulars

Approximate

recurring cost

per annum (Rs.

In Lacs)

Approximate

Capital cost

(Rs. In Lacs)

1. Air pollution 0.75 1.50

2. Water pollution 1.50 80.00

3. Solid and hazardous waste

management

0.60 1.00

4. Green belt development 0.60 2.65

5. Rain water harvesting 1.00 4.80

Total 4.45 89.95

24. Proposed dust control measures during the construction phase

Covering of building materials by tarpaulin, sprinkling of water, covering

structure with Hessian clothes will be made to curb fugitive emission.

25. Eco friendly building material usage details

Fly ash bricks, aerated blocks, paving blocks PP Cement in concrete will

be used.

26. Basic amenities to be provided to construction workers

Drinking water & tap water, sanitation facilities, first aid box, free

medicines, medical services, PPE will be provided.


Copy of village form No. 7 & NA order submitted shows that NA land for

residential use in the name & applicant & others. Notarized consent from

all the other land owners in favour of the applicant has been submitted.

After detailed discussion on various aspects regarding the project it was decided to recommend the

project to SEIAA Gujarat for grant of Environmental Clearance subject to the strict compliance of the

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Page 27 of 147

following project specific conditions as well as the standard conditions finalized during the meeting of

SEAC held on 09/09/2015 for building construction projects falling under project activity no. 8(a) as per

the schedule of the EIA Notification 2006:



WATER:


through the borewell water. Permission of concerned authority shall be obtained for ground water

abstraction.

2. Sewage generated during the construction phase shall be disposed off through soak pit and septic

tank.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 671.50 KL/day, out of which fresh water

requirement of 394.50 KL/day shall be met through water supply system of Surat Urban Development

Authority (SUDA) and the remaining 277.0 KL/day of water requirement shall be met through treated

sewage. No ground water shall be tapped during the operation phase. Metering of the water shall be

done and its records shall be maintained.

4. Sewage generation during operation phase shall be 527.0 KL/day which shall be treated in the

proposed onsite Sewage Treatment Plant.

5. The unit shall install and efficiently operate STP of adequate capacity for treating sewage to be

generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage

conforming to GPCB norms shall be utilized for gardening & flushing purpose within premises at the

maximum extent possible by providing dual plumbing system. Only remaining quantity of treated

sewage shall be disposed off through drainage line of Surat Urban Development Authority (SUDA).

6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within

premises & quantity of treated sewage discharged into the drainage line shall be maintained and




8. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted

into the recharge well upon completion of the construction work.


bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-


AIR:






standards.


proposed D.G.sets.

SOLID WASTE:

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Page 28 of 147



provisions made by the Surat Urban Development Authority (SUDA). STP sludge shall be used as

soil conditioner within premises after adequate treatment.

SAFETY:




15. Fire fighting facilities like fire extinguisher, hose reel, wet riser, automatic sprinkler system in

basement, manually operated electric fire alarm system, underground water tank of 75 KL capacity,

terrace tank of 10 KL capacity etc. shall be provided as proposed.




CO in the area.




19. Minimum parking space of 47,049.0 m2 [12,295.0 m2 as open surface parking + 6,508.0 m2 in hollow

plinth + 28,246.0 m2 in basement] shall be provided as proposed.


20. Energy conservation measures viz use of LED light in common areas, solar lights for landscape

areas, maximum use of natural lighting, reflective / white tiles on terrace floor etc. shall be

implemented as proposed.

GREEN BELT:




OTHER CONDITION:



later & spirit.

6. Building construction project by M/s HNH Infra

Block No. 198, O.P. No. 72, F.P. No. 70, TPS No. 60, (Puna), Surat.


Details of the proposed project as presented before the committee are described below:

Sr.

No.

Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/62978/2017 ]



No. [8(a) or 8(b)]

8(a)

4. Name of the

project

HNH Infra

5. Name of

Developer

M/s HNH Infra

Partner name: Mr.Pavankumar H Panchani

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6. Estimated

Project Cost (Rs.

In Crores)

Rs. 120 crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

8. Project Details • Land / Plot Area (m²): 6,880.0 m²

• FSI area (m2): 15,371.40 m²

• Total BUA (m2):22,806.64 m²


FSI Area (m²) 15,376.70 15,371.40

Ground Coverage (m²) 1,960.70 1,721.85

Common Plot Area (m²) 688.0 688.0

Max. building height (m) 45 35.15

9. Building Details • No. of Buildings:- 3

• Scope of buildings/blocks: 1 Basement +Hollow plinth +10 floors

• No.& size of Residential Units:240 units

• Details of amenities if any: Club house and jogging track

10. No. of expected

residents / users

1080

11. Water & waste

water details

during

construction

phase

• Water requirement (KL/day):30



• Mode of disposal: Details of reuse of water, if any: SMC drain

12. Water & waste

water details

during operation

phase

• Fresh water requirement (KL/day): 155


• Waste water generation quantity (KL/day):120

• Mode of disposal: Disposal through SMC drain.

13 Status of water

supply and

drainage line

Both drainage and water supply lines are existing at site.

14 Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil 1794.53

800 800 m3 of excavated

top soil will be utilized

for greenbelt

development

994.53 m3 of top soil

will be utilized for back

filling

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Page 30 of 147

Other

excavated

earth

9152.10 2064 1069.47 m3 of

excavated soil will be

utilized for back filling

with in site. Excess

soil of 8,082.63 m3 will

be utilized at other

project site after

obtaining necessary

permission if any

Construction

debris

15kg/day Nil Sold off to recyclers

Steel scrap 15kg/day

Discarded

packing

materials

6kg/day

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste 250 kg/day Into bins to be

provided

within

premises.

Disposal through

door to door waste

collection system

of SMC.

Wet waste 128 kg/day

• Details of segregation if to be done: For Solid waste segregation at source will be adopted and wet waste will be processed within premises using OWC. Recyclable material will be sold to recycler.

• Capacity and no. of community bins to be placed within premises: 2nos of bins having capacity of 50 kg each for dry waste and 50 kg for wet waste will be provided to each building.

• Landfill site where waste will be ultimately disposed by local authority :Khajod Disposal Site

15 Parking Details • Total parking area requirement for the project as per GDCR: 2,305.71 m²

• Parking area requirement for residential units as per GDCR: 2,305.71 m²


• Total Parking area provided (m²) & No. of CPS: 7,299.6 m² and 264 CPS

• Parking area provided as open surface (m² ) & No. of CPS: 2,254.84 m² and 98 CPS

• Parking area provided in basement (m² ) & No. of CPS: 3344.76 m² and 105 CPS

• Parking area provided in hollow plinth (m² ) & No. of CPS: 1,700.0 m² and 66 CPS

16 Traffic

Management

• Width of adjacent public roads:18m wide TP road

• Number of Entry & Exit provided on approach road/s:Two gates will be provided

• Width of Entry & Exit provided on approach road/s: 7.5 m

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• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation): 5 m


17 Details of Green

Building

measures

proposed.

Provision to install aerated coke (Foam Type) in wash basins, kitchen,

low flush water closets in toilet and pressure reducing valves in water

pipeline, rain water harvesting & ground water recharge, maximum

utilization of natural light, roof-top thermal insulation, LED lighting fixtures

in the common areas, appropriate design to shut out excess heat and

gain loss, use of solar energy in external lighting (landscape lighting),

use of aerated blocks etc.

18 Energy

Requirement,

Source and

Conservation

• Power supply: Maximum demand:1250 KW Connected load:1300 KW Source: DGVCL

• Energy saving measures: Maximum utilization of natural light, roof-top

thermal insulation, LED lighting fixtures in the common areas,

appropriate design to shut out excess heat and gain loss,use of solar

energy in external lighting (Landscape lighting),aerated blocks etc.

• DG Sets: No. and capacity of the DG sets:2 x 132 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire emergency

19 Fire and Life

Safety Measures

• During the construction phase: Fire extinguishers at various locations

and can be easily accessible, to keep printed board showing important

telephone number of fire, ambulance, hospital etc. training to the

workers on safety aspects, first aid box at identified places within

premise, doctor & ambulance services, provision of PPE’s like helmet,

gumboot/safety net, safety goggles etc.

• During the operation phase: Fire extinguishers on each floor & in the

basement, wet riser opening at each floor, manually operated electric

fire alarm system, hose reel, terrace water tanks of 15 KL capacity,

underground water tank of 100 KL, smoke detectors etc.

• Nearest fire station: Puna fire station.

Distance from project site: 3.0 Km.

20 Details on staircase

Type & no.

of buildings

No. of floors Floor

area

No. of

staircase

Width of the

staircase

Travel distance

(m)

3 1B+HP+10 573.95 2 1.52 m Less than 15 m

21 Rain Water

Harvesting

(RWH)

• Level of the Ground water table:12 m



• Details on Pre-treatment facilities :only roof top rainwaterharvesting is proposed

22 Green area

details

• Tree covered area (m²) :300

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

• Lawn covered area (m²):500

• Total Green Area (m²):800


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Page 32 of 147

• No. of trees and species to be planted:150

23

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Green belt development : 50 Lacs

Drainage and rain water harvesting: 30 lacs

Solar and energy saving: 35 lacs

Total: 115 Lacs

24 Proposed dust

control measures

during the

construction

phase

Loading & Transportation in covered trucks, covered shed for cement

unloading activity, temporary wind screen around project site will be

constructed, Sprinkling of water on roads and in vicinity of storage area.

25 Eco friendly

building material

usage details.

Fly ash bricks & aerated block, paving blocks, RMC (Ready Mix

Concrete), lead free paints etc.

26 Facilities to be

provided to the

construction

workers

Drinking water & tap water, sanitation facility, first aid box, free

medicines, doctor service, PPE’s etc.

27 Document

related to Land

possession

Copy of village form no. 7/12 submitted by them shows that the land for

residential use is in the name of M/s HNH Infra through its partner.

During the meeting, it was observed that river Tapi is about 2.01 km away from the project site. After

detailed discussion it was decided to recommend the project to SEIAA Gujarat for grant of Environmental

Clearance subject to the strict compliance of the following project specific conditions as well as the

standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction

projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:



WATER:


through the water supply from Surat Municipal Corporation (SMC).No ground water shall be tapped


2. Sewage generated during the construction phase shall be discharged into the drainage line of SMC.

OPERATION PHASE:

WATER:

3. Water requirement during the operation phase shall be 155.0 KL/day and it shall be met through



4. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or

converted into the recharge well after completion of the construction phase of the project.





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Page 33 of 147


AIR:






standards.


proposed D.G.sets.

SOLID WASTE:


material shall be sold to vendors, organic waste shall be processed in the onsite Organic Waste

Convertor whereas other garbage shall be disposed off properly as per the provisions made by the

Surat Municipal Corporation (SMC).

SAFETY:

11. Fire fighting facilities like fire extinguishers on each floor & in the basement, wet riser opening at

each floor, manually operated electric fire alarm system, hose reel, terrace water tanks of 15 KL

capacity, underground water tank of 100 KL, smoke detectors etc. shall be provided as proposed.






14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up

of CO in the area.




16. Minimum parking space of 7,299.6 m2 [3,344.76 m2 in basement + 1,700 m2 in hollow plinth +

2,254.84 m2 as open surface parking] shall be provided as proposed.


17. Energy conservation measures viz. maximum utilization of natural light, roof-top thermal insulation,

LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss,

use of solar energy in external lighting (landscape lighting), use of aerated blocks etc. shall be


GREEN BELT:

18. Green belt area of 800.0m2comprising of 300.0m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit.

7 Building construction project by Chaturbhai Mohanbhai

B.No.121,122, T.P.S>No.35 (Kumbhariya – Saroli-Saniya-Hemad-Devadh), O.P.No.8, F.P.No.8, Ta: Choryasi, Dist: Surat

Screeing/scoping & appraisal.

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Page 34 of 147


Sr. No.

Particulars Details


2. Type of Project Commercial

3. Project / Activity No. [8(a) or 8(b)]

8(a)

4. Name of the project

Chaturbhai Mohanbhai

5. Name of Developer

Mr. Chaturbhai Mohanbhai

6. Estimated Project Cost (Rs. In Crores)

60 Crore

7. Whether construction work has been initiated at site? If yes, details thereof

No

8. Project Details • Land / Plot Area (m2): 17,349

• FSI area (m2): 69,385.20

• Total BUA (m2): 1,18,147.93


FSI Area (m2) 69,385.20

Ground Coverage (m2) 8,530.94

Common Plot Area (m2) 1,734.90 1,735.42

Max. building height (m) - 55.60

9. Building Details • No. of Buildings: 1 Nos.

• No. of Blocks: 1 Nos.

• Scope of buildings/blocks: 2 level basement + ground floor +10 floors

• No. of residential units:---

• No. of commercial units: 1145 Shops

10. No. of expected residents / users

2290 nos. Commercial Users

11. Water & waste water details during construction phase


• Source of water: Water supply from Surat Urban Development

Authority (SUDA)


• Mode of disposal: Onsite disposal facilities (septic tank/ soak Pit) will

be provided during the construction phase.

12. Water & waste water details during operation phase



• Source of water: Water supply from Surat Urban Development

Authority (SUDA)


• 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

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Page 35 of 147

sewage will be discharged into the underground drainage line of

SUDA.

• In case of STP provision, capacity of STP: Yes, 100 KL/day

• STP Technology: MBBR based Biological Treatment

• Purposes for treated water utilization: Gardening & flushing.

• Quantity of treated water to be reused:

1.Gardening (KL/day): 5.0

2. Flushing (KL/day): 33.0

• 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 reused for gardening & flushing purpose within

premises and remaining quantity of treated sewage will be discharged

into the underground drainage line of SUDA.


13. Status of water supply and drainage line

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

14. Solid waste Management

Construction Phase:

Generation (m3)

Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil 1,77,169 1,77,169 Excavated surplus

earth and

construction

debris will be

refilled at low lying

areas in the

project premises

and top soil will be

used for

development of

greenbelt.

Other excavated earth

Construction debris

85 85

Steel scrap 7.6 MT 7.04 MT Will be sold to scrap vendor

Discarded packing materials

1 MT -- Will be sold to vendors.

Operation Phase:

Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 687 Kg Into separate

bins to be

provided for

dry & wet

waste

Collection & final disposal through SUDA.

Wet waste

STP Sludge 20 Kg/Week Dewatering will be done

Dry sludge will be used as manure in

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Page 36 of 147

through Sludge Drying Bed.

gardening.

• Details of segregation if to be done: The solid wastes to be generated

will be segregated into biodegradable and non-biodegradable wastes

and collected in separate bins.

• Capacity and no. of community bins to be placed within premises: 140

liter each; 15 nos. of bins;


Final disposal at Khajod disposal site

15. Parking Details • Total parking area requirement for the project as per GDCR: 34,692.60

m2

• Parking area requirement for commercial units as per GDCR:

34,692.60 m2

• Total number of CPS requirement for the project as per NBC: 1388

nos.

• Number of CPS requirement for commercial units as per NBC: 1388

nos.

• Total Parking area provided (m2) & No. of CPS: 42,852.72 m2, 1390

nos.

• Parking area provided in basement (m2) & No. of CPS: 29,276.48 m2,

915 nos.

• Parking area provided in hollow plinth (m2) & no. of CPS:1,603.07 & 57

• Parking area provided as open surface (m2) & No. of CPS: 3,592.08

m2, 156 nos.

• Parking area provided (at any other place-specify) (m2) & No. of CPS:

Mechanical parking in basement– 8,381.09 m2, 262 nos.

16. Traffic Management

• Width of adjacent public roads: 45.0 & 30.0 m wide road

• Number of Entry & Exit provided on approach road/s: 2 nos.

• Width of Entry & Exit provided on approach road/s: 12m, 9 m



• Width of all internal roads: 9 m & 6 m

17. Details of Green Building measures proposed.

Maximum utilization of natural light, LED lighting fixtures in common

areas, use of solar energy in external lighting, rain water harvesting &

ground water recharge, provision of STP & reuse of treated sewage etc.

18. Energy Requirement, Source and Conservation

• Power supply

Maximum demand: 3000 KW

Connected load: --

• Source: D.G.V.C.L

• Energy saving measures: Maximum utilization of natural light, CFL &

LED lighting fixtures in common areas, use of solar energy in external

lighting, aerated block [Cement + Fly Ash + Air mixture will be used to

reduce heat stress inside building etc.

• DG Sets:

No. and capacity of the DG sets: 1 x 250 KVA

Fuel & its quantity: Diesel, 12 Lit./hr.

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Page 37 of 147

19. Fire and Life Safety Measures

Fire extinguishers on each floor, hose reel on each floor, wet riser

opening at each floor, automatic sprinkler system, manually operated

electric fire alarm system, underground static water storage tank of 300

KL [150 KL x 2 nos.], terrace tank of 75 KL etc.


Name of Building

No. of floors

Floor area

No. of staircase

Width of the staircase(m)

Travel distance (m)

A 2B+G + 10 7,010.08 06 2.0 <30

21. Rain Water Harvesting (RWH)

• Level of the Ground water table: 80-100 ft

• No. and depth of percolations wells : 5 nos., 40 m

• Details on Pre-treatment facilities : Gravity filter, MOC: PE

22. Green area details

• Tree covered area (m2) : 518.23

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

• Lawn covered area (m2): 610

• Total Green Area (m2): 1128.23

• Green Area % of plot area: 6.5 %

• No. of trees and species to be planted: 175 nos. of trees like

Asopalav, Gulamhor, Palm, Badam, Neem tree etc.

23.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

Sr.

No. Description

Capital Cost (Rs. In

Lacs)

1 Landscaping 18 Lacs

2 Groundwater Recharge Structure 7 Lacs

3 Solar Energy Utilization 8 lacs

4 Energy Efficient Lighting 2 lacs

5 Solid Waste Management 4 lacs

6 Monitoring of Air, Water, Noise & Soil 0.75 lacs

7 Sewage Treatment Plant 20 Lacs

Total 59.75 Lacs


Vertical curtails, water sprinkling, covering the building materials with the tarpaulin sheet etc.

25. Eco friendly building material usage details.

Fly ash based bricks, Ready Mix Concrete, A.C.C Blocks will be used.

26. Amenities for the construction workers.

Sanitation facility, drinking water & tap water, soak pit for domestic

waste water collection, first aid box, free medicine, doctor service, PPEs

etc.


Copy of village form no. 7 & NA order submitted by them show that the land for residential & commercial use is in the name of applicant.

During the meeting, the details of loading/unloading of goods, provision of CO sensors, lighting &

ventilation in basement, proposed mechanical parking, emergency evacuation plan etc. were presented

& discussed. Floor plans submitted by them show that the individual commercial unit will be provided

with toilet blocks and in addition to that common toilet blocks will be provided on each floor. After detailed

discussion, it was decided to consider the project only after submission of the following:

1. Copy of permission obtained from the concerned competent authority for the proposed FSI &

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Ground coverage of the project.

8 Building construction project by M/s Goyal Procon LLP

Sub plot 1, F.P. Number 298+299+307, Draft TPS Number 26, Makarba, Ahmedabad.



Sr.

No.

Particulars Details


2. Type of Project Commercial Project


No. [8(a) or 8(b)]

8 (a)

4. Name of the

project

Commercial Project

5. Name of

Developer

Goyal Procon LLP

6. Estimated

Project Cost (Rs.

In Crores)

60 Crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

8. Project Details • Land / Plot Area (m2):5,000

• FSI area (m2): 18,000

• Total BUA (m2):35,723.17


FSI Area (m2) 13,500 18,000

Ground Coverage (m2) - 2,569.02

Common Plot Area (m2) 500 500

Max. building height 70 m 45 m


• No. of Blocks:1

• Scope of buildings/blocks: Commercial building- 3 level basement +

ground floor +8 floors

• No.& size of Residential Units: NA

• No. & type of Commercial Units: 09 Corporate offices

• Details of amenities if any: No

10. No. of expected

residents / users

1800 occupants and 200 visitors

11. Water & waste

water details

during

construction


• Source of water: water Tankers


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Page 39 of 147

phase • Mode of disposal: septic tank

• Details of reuse of water, if any: No

12. Water & waste

water details

during operation

phase


• Source of water: water supply from Ahmedabad Municipal Corporation

(AMC)


• Mode of disposal: Into underground drainage line of Ahmedabad

Municipal Corporation (AMC).

13. Status of water

supply and

drainage line

Available at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 2500 2500 Will be

completely

used in

development

of landscape

area /

greenbelt

Other

excavated

earth

47500 21,000 m3 will

be used for

back filling

and raising

plinth level.

Balance earth

will be used in

other project

Construction

debris

350 200 m3 will be

used for

development

of internal

road.

Balance

debris will be

handed over

to AMC

Steel scrap 10 0 Sold to

vendors

Discarded

packing

materials

8 0 Sold to

vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 224 White bins Sold to

vendors

Wet waste 336 Green Bins Municipal bins

• Details of segregation if to be done: yes

• Capacity and no. of community bins to be placed within premises: 15 kg and 12 number of community bins to be placed in common area

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• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW collection point of AMC.

15. Parking Details • Total parking area requirement for the project as per GDCR: 9,000 m2

• Parking area requirement for Commercial units as per GDCR: 9,000 m2



• Total Parking area provided (m2) & No. of ECS: 23,531.04 & 740 ECS

• Parking area provided in basement (m2) & No. of ECS: 11,190.52 & 349

ECS

• Parking area provided in hollow plinth (m2) & No. of ECS: 900 &32

ECS

• Parking area provided as open surface (m2) & No. of ECS:250 &10

ECS

• Parking area provided as mechanical parking in basement (m2) & No. of

ECS: 11,190.52 & 349 ECS

16. Traffic

Management

• Width of adjacent public roads: 24 m wide road

• Number of Entry & Exit provided on approach road/s: Two gate will be

provided

• Width of Entry & Exit provided on approach road/s:6 m & 4.5 m


fire tender (excluding the width for the plantation): 3.5 m

• Width of all internal roads: 6.0 m 4.5 m


Building

measures

proposed.

Maximum use of natural lighting through architectural design, energy

efficient motors & pumps, water efficient taps, maximum use of RMC &

aerated blocks, use of LED lighting fixtures and low voltage lighting, solar

lighting in open and landscape areas- 18 numbers of solar lights, roof-top

thermal insulation, water meters, rain water harvesting & ground water

recharge through 2 nos. of percolating wells etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 1500 KVA

Connected load: 1700 KVA

• Source: Torrent Power Limited

• % of saving with calculations: ~40% by use of LED and star rated

energy efficient electronic consumer durables & solar street lights

• Compliance of the ECBC guidelines (Yes / No),if yes, compliance in

tabular form: only roof area

• DG Sets:

No. and capacity of the DG sets:1x125 KVA

Fuel & its quantity: HSD, 25 litre/hr

19. Fire and Life

Safety Measures

• During Construction Phase: Provision of Personal Protective

Equipment’s (PPEs) to the construction workers and its usage shall be

ensured and supervised, training to all workers on construction safety

aspects, first aid room with first aid kit, doctor & ambulance service.

• During operation phase: Fire extinguishers, hose reel, manually

operated electric fire alarm system, wet riser, automatic sprinkler

system in entire building including basement, refuge area, underground

static water storage tank-200 KL capacity, terrace tank -40 KL capacity

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Page 41 of 147

(total capacity), pump near underground static water storage tank (fire

pump) with minimum Pressure of 3.5 kg/cm2 at terrace level etc.


Type & no.

of buildings

No. of

floors

Floor area

m2

No. of

staircase

Width of the

staircase

(m)

Travel

distance

(m)

Commercial 3B+G/HP+

8 2,090.08 2 2.0 39

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 21 m

• No. & dimensions of RWH tank(s) : 2 No and 2.5m X 2.0 m X 3.0 m

• No. and depth of percolations wells : 2 no and 17 m

• Details on Pre-treatment facilities : oil and grease removal and filter

22. Green area

details

• Tree covered area (m2) :200

• Area covered by shrubs and bushes (m2):150

• Lawn covered area (m2):150


• Green Area % of plot area: 10%

• No. of trees and species to be planted: 75 number of trees and Limbdo,

KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar.

23. Dust control

measures

Spraying of water, Peripheral barricading,, covered shed for cement

Loading area, covering the excavated earth with tarpaulin sheet etc.

24.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Allocation of Rs. 12 lacs & Rs.9 lacs as capital cost & recurring cost

respectively has been made for EMP & EMS including green belt

development, rain water harvesting / ground water recharge, solid waste

management, sewage treatment & management etc.

25. Details of

ecofriendly

building

materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of

RMC, lead free paints etc.

26. Details of

amenities to be

provided to

construction

workers.

Sanitation facilities, maintaining hygienic condition at the project site to

avoid health problems, safe drinking water, PPEs, first aid room with first

aid kit & welfare facilities as per the Gujarat Building & Other


27. Documents

related to land

possession

Sub-registrar’s office index submitted by them shows that the NA land is

in the name of M/s Goyal Procon LLP. An order from the Office of the

Town Planning Officer submitted by them shows that old F.P.No. 298

has been corrected as new F.P.No. of 298+299+307.

During the meeting, the perspective view of the building was presented and it was mentioned that

maximum efforts will be taken to maintain the U value of the materials being used on outer facades as

well as Double Glazing unit will be used to minimize the heat island effect. Natural light & ventilation will

be provided in basement through open to sky area in common plot & open ducts. Provision of

mechanical ventilation system designed to provide 12 air changes per hour in normal condition & 30 air

changes per hour in case of emergency like fire, CO sensors associated with the exhaust fans whose

speed level will be automatically maintained as per the CO concentration levels, ductless jet nozzle fan

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Page 42 of 147

system to push & pull the air in the car park area etc. will be provided in the basements. Limited traffic

survey was carried out on 24 m wide road in both the directions which shows that the road having total

carrying capacity of 2800 PCU/hr will be adequate enough to cater the total traffic load of 940 PCU/hr. It

is proposed to provide flameproof electrical fittings including cables / wires. 1st Basement with 4.4 m

height and 2nd & 3rd basement with 3.8 m height will be provided to accommodate mechanical parking.

They have submitted a copy of bond signed before Ahmedabad Municipal Corporation for purchase of

additional FSI from M/s Safal Realty Pvt. Ltd. They have submitted a notarized undertaking stating that

any kind of manufacturing activity will not be allowed in the commercial units of the proposed project and

any commercial unit will not be sold / allotted for storage of chemicals, flammable substances,

explosives, fire crackers or any other material of hazardous characteristics. It was presented that a ramp

of 7.5 m width will be provided for exit/entry into the basement. Separate sanitation blocks for male &

female will be provided in each individual corporate office. After detailed discussion, it was decided to

recommend the project to SEIAA Gujarat for granting Environment Clearance subject to the strict

compliance of the following project specific conditions as well as the standard conditions finalized during

the meeting of SEAC held on 09/09/2015 for building construction projects falling under project activity

no. 8(a) as per the schedule of the EIA Notification 2006:


SPECIFIC CONDITION:


2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable



facility etc. shall be provided in each corporate office as proposed.


WATER:



phase.

5. Sewage generated during the construction phase shall be disposed off through septic tank & soak

pit system.

OPERATION PHASE:

WATER:

6. Water requirement during the operation phase shall be 86 KL/day and it shall be met through the

water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be tapped

during the operation phase. Metering of the water shall be done and its records shall be maintained.

7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or

converted into the recharge well.


through the drainage system of Ahmedabad Municipal Corporation (AMC).




AIR:

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Page 43 of 147

10. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to



11. The exhaust of the D. G. Set shall be at least 3 m above roof top.


rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated

standards..

SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (AMC).

SAFETY:


access from each floor] for emergency evacuation. Two staircases shall be provided in each

building having floor area more than 500 m2 on each floor.

15. Fire fighting facilities like fire extinguishers, hose reel, manually operated electric fire alarm system,

wet riser, automatic sprinkler system in entire building including basement, refuge area,

underground static water storage tank-200 KL capacity, terrace tank -40 KL capacity (total capacity)

etc. shall be provided as proposed.




of CO in the area.




19. Minimum parking space of 23,531.04 m2 [11,190.52 m2 in basement + 250 m2 as open surface

parking + 900 m2 as Hollow plinth parking +11,190.52 m2 as mechanical parking in basement] shall

be provided as proposed.


20. Energy conservation measures viz. maximum use of natural lighting through architectural design,

energy efficient motors & pumps, water efficient taps, water meters, maximum use of RMC &

aerated blocks, use of LED lighting fixtures and low voltage lighting, solar lighting in open and

landscape areas- 18 numbers of solar lights, roof-top thermal insulation etc. shall be implemented

as proposed.

GREEN BELT:

21. Green belt area of 500 m2 comprising of 200 m2 tree covered area shall be developed as proposed.

The other open spaces inside the plot shall be suitably landscaped and covered with vegetation of

indigenous tree species.

OTHER CONDITION:



later & spirit.

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Page 44 of 147

9 Industrial Park by Industrial ClusterPvt. Ltd.

Surveynos.94,164,166,167,169,174,178,191,200,201,203,204,207,209,221,222,158/2,165/2,165/1,168/1,168/2,168/3,194/1,194/2,202/1,202/2,208/2/1,208/1/2,223/1/1,197/2,183,199/1,199/2,95/1,175,196,224,184/1,162,163/1,206,239,157,180,182,195,228,197/1,187,161,79,177,193,227,241,225,95/2,244,208/2/2,238,243,211,226,210,208/1/1,188,205,198,158/1,163/2,220,240,223/1/2,223/2,170,171,172,173,176,184/2,192,189,190,181,185,186,229,230/1,230/2,236,237,237/1,237/1/1

,100), at Village Jansali, Taluka Limbdi, District:

Surendranagar.

Screening/scoping & TOR.

M/s Industrial Cluster Pvt. Ltd. has proposed industrial park having land area of 14,68,644.66 m2

comprising of industrial & allied plots, residential/hostel facilities, services, utilities, roads, gardens,

commercial complex etc. Area of the proposed industrial park is less than 500 ha. but more than 50 ha.

and not housing any industry of category A or B, the project falls in the category B & project / activity 8(b)

as per the schedule of the EIA Notification 2006.

Total water requirement for the project during operation phase will be 1604.0 KL/day which will be

sourced from borewell water. Sewage generation will be 1022.33 KL/day which will be treated in the

proposed onsite STP of 1050 KL/day capacity. Treated sewage will be used for flushing, for industrial

purpose, horticulture development and fire storage purpose within premises and remaining will be given

to the nearby village or industries. From the total solid waste -4000 Kg/day to be generated,

biodegradable waste will be treated in the proposed OWC of 1 TPD capacity and non biodegradable

waste will be handed over to authorized vendors.

During the meeting, it was presented that they have already collected baseline data for the period of

October-2016 to 24th January, 2017 and additional data are being collected from 2nd March-2017

onwards and requested to consider the same for preparation of the EIA report. The request was

considered by the committee and the project proponent was asked to incorporate the baseline data

collected during October-206 ti January-2017 as well as the additional baseline data being collected in

the EIA report to be prepared for the project.. After detailed discussion, the project proponent was asked

to prepare EIA report incorporating the following Terms of Reference and to carry out the EIA study

covering 5 Km radial distance from the project boundary.

1. Duly notarized undertaking stating that no textile processing, dying, garmenting and washing unit

shall be allowed in the Textile Park and no any industry of category A or B shall be allowed in the

proposed textile park.

2. Project site specific details such as distance of the Park boundary from the nearest (1) Village (2)

Water Body : Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State

Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary / Reserve Forest

shall be included in the rapid EIA report to be prepared covering one season (other than monsoon)

data.

3. Present land use pattern of the study area as well as the project area shall be given based on

satellite imagery.

4. Existing natural drainage pattern of the project site and likely impacts on it due to project.

5. Layout plan of the Textile Park showing green belt, common utilities and proposed industrial units

etc. Provision of separate entry, exit and continuous unobstructed open path within the project area

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Page 45 of 147

for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back.

Mark the same in the layout.

6. Details of type of industries / units and its numbers which likely to come up in the Textile Park. List

of the member units (existing and proposed), products manufactured / to be manufactured along

with individual production capacity, effluent generation quantity (if any), effluent characteristics etc.

7. Detailed study on geo-hydrology of the area and impact of proposed ground water extraction on the

same, which should also include proposal for ground water recharge. Permission obtained from the

Central Ground Water Authority for extraction of ground water.

8. Explore the possibility of getting surface water supply instead of ground water withdrawal to meet

with the project water requirement.

9. Water balance including quantity of effluent to be generated, recycled, reused and discharged.

10. Details on type & quantity of waste water to be generated from the industrial units of the proposed

project, its treatment, reuse, management and disposal plan.

11. Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time and

other technical parameters. Quality of treated sewage and application wise break-up of treated

sewage quantity to be recycled / reused in utilities, green belt development etc. Details about

availability of sufficient open land for utilizing treated sewage for plantation / gardening. How it will

be ensured that treated sewage won't flow outside the premises linked with storm water during high

rainy days. Complete treated sewage management plan including activity wise quantity of treated

sewage to be reused and its management plan during high rainy days.

12. One season site-specific meteorological data including temperature, relative humidity, hourly wind

speed & direction and rainfall shall be provided.

13. One complete season AAQ data (except monsoon) to be given along with the dates of monitoring.

The parameters to be covered shall include PM10, PM2.5, SO2, NOx & CO. The location of the

monitoring stations should be so decided so as to take into consideration the pre-dominant

downwind direction, population zone and sensitive receptors including reserved forests.

14. Impact of the project on the AAQ of the area. Details of the model used and the input parameters

used for modelling should be provided. The air quality contours may be plotted on a location map

showing the location of project site, habitation, sensitive receptors, if any. The wind roses should

also be shown on this map.

15. Specific details of (i) Details of the utilities required (ii) Flue gas emission rate from each utility (iii)

Air Pollution Control Measures proposed to each of the utility along with its adequacy, for the

proposed industrial units of the industrial park.

16. Impact of the project on local infrastructure of the area such as on road network due to

transportation of fuel, ash, raw materials and finished goods of units within the park etc. Whether

any additional infrastructure would need to be constructed and the agency responsible for the same

with time frame.

17. Details of flora and fauna duly authenticated should be provided. In case of any scheduled fauna,

conservation plan should be provided.

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Page 46 of 147

18. Details of 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.

19. Copy of membership certificate of Common Environmental Infrastructure like TSDF, if any taken,

should be incorporated.

20. Details of measures proposed for the noise pollution abatement and its monitoring.

21. Detailed Environment Management Plan of the project with respect to water, air, noise and other

environmental attributes. 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.

22. 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 to the workers.

Provision of industrial hygienist and monitoring of the occupational injury to workers as well as

impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work

zone ambient air quality monitoring plan as per Gujarat Factories Rules.

23. Measures to guard against fire hazards including details of automatic fire detection and control

system & detailed fire control plan showing hydrant pipeline network, provision of DG Sets, fire

pumps, jockey pump, etc. should also be provided. Provision to ensure sufficient water storage all

the time for use during emergency situation.

24. 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. Number and types of trees existing at site,

trees to be cut for the proposed development and number of tree to be planted.

25. Proposal for socio-economic development activities including community welfare program most

useful in the project area for the overall improvement of the environment. Submit a detailed plan for

social corporate responsibilities, with appropriate budgetary provisions for the next five years and

activities proposed to be carried out; specific to the current demographic status of the area.

26. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge

revealing that quantity of ground water extraction would be compensated by equivalent or more

quantity of rain water recharged, 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 for pre-treatment of the rainwater in the case of surface run off

is to be harvested. Location of recharge percolation wells on the layout plan.

27. 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.

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Page 47 of 147

28. (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.

29. 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.

30. 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.

31. Whether any litigation pending and / or any direction / order passed by any Court of Law against the

company, if so, details thereof.

The above TORs should be considered for the preparation of the draft 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 shall be appraised on receipt of the final EIA report.

10. Pushkar Hill S.No.124, 125/P, S.P.No.2 of F.P.No.100+101,

T.P.S.No.1 (Khokhra), Ghodasar, Ahmedabad.

Screening/scoping.

The committee unanimously decided not to consider the project in view of starting construction activity at

the project site without obtaining prior Environmental Clearance and thereby violating the provisions of

EIA Notification-2006. The project proponent was asked to approach MoEF&CC for obtaining

Environmental Clearance for the project as per the MoEF&CC’s Notification dated 14/03/2017.

11. Satnam Heights Sub plot no. 2, S.No.273+274, O.P.no.8, F.P.No.

8, D.T.P.S.No.97 (Narda North), Naroda,

Ahmedabad.

Screening/scoping


12. M/s Dholi Integrated

Spinning Park Ltd.,

at 276/1/2/3/4/5/6, 277/A/B, 279,280,289,291,

292,295,297,309,310,357/A/1,357/A/5, 357/A/6,

357/A/11, Village: Dholi, Ta: Dholka, Dist:

Ahmedabad.

Appraisal case.


13. Building construction

project proposed by Mr.

Rasiklal Narayanbhai

F.P.No.225, T.P.S.No.26, Vasna, Ahmedabad Screening/scoping

& appraisal.


Sr.

No.

Particulars Details


2. Type of Project Residential Project


No. [8(a) or 8(b)]

8 (a)

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Page 48 of 147

4. Name of the

project

Residential Project

5. Name of

Developer

Rasiklal Narayanbhai

6. Estimated

Project Cost (Rs.

In Crores)

55 Crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No


• FSI area (m2):21,116.62

• Total BUA (m2):36,526.15


FSI Area (m2) 21,116.7 21,116.62

Ground Coverage (m2) - 1,787.86


Max. building height 70 m 45 m

9. Building Details • No. of Buildings: 5


• Scope of buildings/blocks: 2 level basement + hollow plinth + 14 floors.

• No.& size of Residential Units: 252 flats

• No. & type of Commercial Units: No

• Details of amenities if any: One Society Office

10. No. of expected

residents / users

1134 occupants and 150 visitors

11. Water & waste

water details

during

construction

phase


• Source of water: Tankers


• Mode of disposal: septic tank

• Details of reuse of water, if any: No

12. Water & waste

water details

during operation

phase


• Source of water: AMC water supply


• Mode of disposal: Into AMC drainage system.

13. Status of water

supply and

drainage line

Available at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 1,600 1,600 Will be

completely

used in

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Page 49 of 147

development

of landscape

area /

greenbelt.

Other

excavated

earth

30,400 14,400 m3 will

be used for

back filling

and raising

plinth level.

Balance earth

will be used in

other project

Construction

debris

350 200 m3 will be

used for

development

of internal

road.

Balance

debris will be

handed over

to AMC

Steel scrap 12 0 Sold to

vendors

Discarded

packing

materials

8 0 Sold to

vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 284.16 White bins Sold to

vendors

Wet waste 426.24 Green Bins Municipal bins

• Details of segregation if to be done: yes

• Capacity and no. of community bins to be placed within premises: 15 kg and 10 number of community bins to be placed in common area

• Landfill site where waste will be ultimately disposed by local authority: at the nearest waste collection point of AMC

15. Parking Details • Total parking area requirement for the project as per GDCR: 4,223.32 m2

• Parking area requirement for residential units as per GDCR: 4,223.32 m2

• Total number of CPS requirement for the project as per NBC: 252

• Number of CPS requirement for residential units as per NBC: 252

• Total Parking area provided (m2) & No. of ECS: 11,737.01 & 379 ECS

• Parking area provided in basement (m2) & No. of ECS: 9,449.15 & 295 ECS

• Parking area provided in hollow plinth (m2) & No. of ECS: 1,787.86 & 63ECS

• Parking area provided as open surface (m2) & No. of ECS: 500 & 21 ECS

16. Traffic

Management

• Width of adjacent public roads: 12 m and 24 m wide roads

• Number of Entry & Exit provided on approach road/s: 3 gates will be provided.

• Width of Entry & Exit provided on approach road/s: 9 m & 6 m


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Page 50 of 147




Building

measures

proposed.

Maximum use of natural lighting through architectural design, energy

efficient motors & pumps, water efficient taps, water meters, maximum

use of RMC & aerated blocks, use of LED lighting fixtures and low

voltage lighting, solar lighting in open and landscape areas- 20 numbers

of solar lighting, roof-top thermal insulation, water meters, rain water

harvesting & ground water recharge through 2 nos. of percolating wells

etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply: Maximum demand: 1750 KVA

Connected load: 1500 KVA

• Source: Torrent Power Limited

• % of saving with calculations: ~30% by use of LED and star rated energy efficient electronic consumer durables & solar street lights

• DG Sets: No. and capacity of the DG sets:1 x 40 KVA

Fuel & its quantity: HSD, 10 litre/hr

19. Fire and Life

Safety Measures

• During Construction Phase: Provision of Personal Protective Equipment’s (PPEs) to the construction workers and its usage shall be ensured and supervised, training to all workers on construction safety aspects, first aid room with first aid kit, doctor & ambulance service.

• During operation phase: Fire extinguishers, hose reel, manually operated electric fire alarm system, wet riser, automatic sprinkler system in basement, underground static water storage tank-200 KL capacity, terrace tank -50 KL capacity (total capacity), pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level etc.


Type & no.

of buildings No. of floors

Floor area

m2

No. of

staircase

Width of the

staircase

(m)

Travel

distance

(m)

A 2B+ HP+14 234.35 1 2.0 18

B, C 2B+HP+14 388.37 1 2.0 24

D, E 2B+HP+14 388.63 1 2.0 24

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 22m

• No. & dimensions of RWH tank(s) : 2 No and 2m X 2 m X 3 m

• No. and depth of percolations wells :2 no and 17 m

• Details on Pre-treatment facilities : oil and grease removal and filter

22. Green area

details

• Tree covered area (m2) :300

• Area covered by shrubs and bushes (m2): 200


• Total Green Area (m2):782.17

• Green Area % of plot area: 10 %

• No. of trees and species to be planted: 118 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control

measures

Water sprinkling, peripheral barricading, covered shed for cement

Loading, covering the excavated earth with tarpaulin sheet etc.

24.

Budgetary

allocation for

Environmental

Allocation of Rs. 14.5 lacs & Rs.9.5 lacs as capital cost & recurring cost

respectively has been made for EMP & EMS including green belt

development, rain water harvesting / ground water recharge, solid waste

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Page 51 of 147

Management

Plan

(Rs. in lacs)

management, sewage treatment & reuse etc.

25. Details of eco

friendly

building

materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of

RMC, lead free paints etc.

26. Details of

amenities to be

provided to

construction

workers.

Sanitation facilities, maintaining hygienic condition at the project site to

avoid health problems, safe drinking water, PPEs, first aid room with first

aid kit & welfare facilities as per the Gujarat Building & Other


27. Documents

related to land

possession

Copy of village form no. 7 & 12 submitted by them shows that the

agricultural land is in the name of applicant & his family members. Copy

of application made for obtaining N.A permission has been submitted.

Power of attorney from the other land owners in favour of the applicant

has been submitted.

During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat

for granting Environment Clearance subject to the strict compliance of the following project specific



Notification 2006:



WATER:


through the local water tankers. No ground water shall be tapped during the construction phase.


pit system.

OPERATION PHASE:

WATER:


the water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be

tapped during the operation phase. Metering of the water shall be done and its records shall be

maintained.


into the recharge well upon completion of construction phase.


through the drainage system of Ahmedabad Municipal Corporation (AMC).




AIR:



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Page 52 of 147





standards.

SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (AMC).

SAFETY:




12. Fire fighting facilities like fire extinguishers, hose reel, manually operated electric fire alarm system,

wet riser, automatic sprinkler system in basement, underground static water storage tank-200 KL

capacity, terrace tank -50 KL capacity (total capacity)etc. shall be provided as proposed.




of CO in the area.




16. Minimum Parking space of 11,737.01 m2 [9,449.15 m2 in basement + 1,787.86 m2 in hollow plinth +

500 m2 as open surface parking] shall be provided as proposed.


17. Energy conservation measures viz. maximum use of natural light through architectural design, use of

energy efficient motor and pumps, maximum use of aerated blocks, use of LED lighting fixtures and

low voltage lighting in common areas, solar lighting in open and landscape areas- 20 numbers of

solar lights, rooftop thermal insulation etc. shall be implemented as proposed.

GREEN BELT:

18. Green belt area of 782.17 m2 comprising of 300 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit

14. Aatrey Tulip at F.P.No.88, 89, T.P.S.No.80, Bhat, Gandhinagar Screening/scoping

& appraisal.


Sr. No.

Particulars Details



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Page 53 of 147

3. Project / Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the project Aatrey Tulip

5. Name of Developer M/s. Shivangi Realities Pvt. Ltd.


(Rs. In Crores)

90 crore




thereof.

No construction activity started

8. Project Details • Land / Plot Area (m2) :- 13,896.0

• FSI area (m2): 33,350.40

• Total BUA (m2): 63,380.60


FSI Area (m2) 33,350.40 33,350.40

Ground Coverage (m2) -- 3,158.02





• Scope of buildings/blocks: 2 Basement + hollow plinth + 12

floors.

• No. & size of Residential Units: 240 Residential Flats

• No. & type of Commercial Units: --


10. No. of expected

residents / users

1,200 Persons/Day


details during

construction phase


• Source of water: Local water tanker suppliers


• Mode of disposal: Septic tank/soak pit system

• Details of reuse of water, if any: None



phase

• Total water requirement (KL/day):186.0


• Source of water: Water supply from Ahmedabad Urban

Development Authority.


• Mode of disposal: Sewage to be generated during the

operation phase of the project will be treated in the proposed

onsite STP. Treated sewage will be used for flushing &

gardening purpose within premises & remaining quantity of

treated sewage will be discharged into the drainage line of

AUDA.

• In case of STP provision, capacity of STP: STP Capacity – 180

KL/day

• STP Technology: comprising of primary + secondary + tertiary

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Page 54 of 147

treatment facilities.

• Purposes for treated sewage utilization: Treated sewage will be

utilized for flushing and gardening.

• Quantity of treated water to be reused: Flushing (KL/day): 54.0

& Gardening (KL/day): 6.0

• Provision of dual plumbing system (Yes/No): Yes

• Quantity and type (treated/untreated) of sewage to be

discharged: Sewage to be generated during the operation

phase of the project will be treated in the proposed onsite STP.

Treated sewage will be used for flushing & gardening purpose

within premises & remaining quantity of treated sewage will be

discharged into the drainage line of AUDA.



and drainage line

Water supply and drainage connection will be available at the

time of getting B.U permission.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of

Disposal / Reuse

Top Soil 10,000 10,000 Development of

greenbelt

Other

excavated

earth

1,60,000 1,60,000 Levelling low

lying areas &

development of

green belt area

Construction

debris

400 400 Levelling, roads,

pavements, plot

filling, plinth

filling etc.

Steel scrap Whatsoever -- To be sold to

scarp dealer

Discarded

packing

materials

Whatsoever -- 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 600 Into bins to

be provided

within

premises

Final disposal

through agency

appointed by

AUDA.

Wet waste

STP sludge Whatsoever -- Will be used as

manure after

adequate

treatment.

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Page 55 of 147

• Capacity and no. of community bins to be placed within

premises: 30 nos. of bins of 80 Liter capacity


authority: At the nearest waste collection point of AUDA.

15. Parking Details • Total parking area requirement for the project as per GDCR:

12,676.12 m2

• Parking area requirement for residential units as per GDCR:

12,676.12 m2

• Total number of CPS requirement for the project as per NBC :

240 CPS

• Number of CPS requirement for residential units as per NBC:

240 CPS

• Total Parking area provided (m2) & No. of ECS: 24,469.56 m2 &

779 CPS

• Parking area provided in basement (m2) & No. of ECS:

21,311.54 m2 & 666 CPS

• Parking area provided in hollow plinth (m2) & No. of ECS:

3,158.02 m2 & 113 CPS

16. Traffic Management • Width of adjacent public roads: 12 m

• Number of Entry & Exit provided on approach road/s: 2

entry/exit will be provided.

• Width of Entry & Exit provided on approach road/s: 9 m


access of fire tender (excluding the width for the plantation):4 m

• Width of all internal roads: 9 m.


Building measures

proposed.

Solar powered LED lights for common plot, lawn area,

streets/internal roads & building passages, 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, maximum use of Portland Pozzolona Cement (PPC), PVC

electrical boards, maximum use of Ready Mix Concrete (RMC),

rainwater harvesting by recharging the ground water table with

provision for 4 percolation wells, provision of STP & reuse of

treated sewage etc.


Source and

Conservation

• Power supply:

Maximum demand: 1.2MW during Operation Phase

Connected load: Will be applied

Source: GEB.

• Energy saving by Non-conventional Methods: Maximum use of

LED lights

• Energy saving measures: Solar powered LED lights for

common plot, lawn area, streets/internal roads & building

passages, use of variable frequency drive motors to optimize

power consumption, maximum use of light & silent colours in

the building envelope so that UV absorption is reduced &

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associated cooling requirements are minimized.

• DG Sets:

No. and capacity of the DG sets: 1 x 100 KVA

Fuel - HSD


Measures

• Nearest fire station is Sabarmati fire station approx. 5 km. Time

required for the fire tender to reach at the project site is 15-20

minutes.

• During the construction phase: Fire extinguishers in common

areas, personal protective equipments like earplugs, dust

masks, safety shoes, helmets, hand gloves, etc will be provided

to all workers, all workers will be trained to use welding shields

and follow safer practice, provision of first aid facilities & related

training to the construction workers, maintaining hoists and lifts,

lifting machines, chains, ropes, and other lifting tackles in good

condition, “H” frame scaffolds & ladders made of mild steel,

completely concealed copper wiring, all electrical fittings/

equipments used will meet the relevant IS standards etc.

• During the operation phase: Fire extinguishers of CO2 type (4.5

kg) and DCP type (5 kg) will be provided on each floor, hose

reels, wet risers, manually operated electric fire alarm system,

underground water tank of 135 KL capacity, automatic sprinkler

system in basement, CO sensors in basements etc.

20. Details on staircase:

Type & no. of

buildings

No. of

floors

Floor area

(m2)

No. of

staircase

Width of the

staircase

Travel distance

(m)

A-J 2B+HP+12

263.05 1

2.0 m Max. 16 m


(RWH)

• Level of the Ground water table: 40 m as per CGWB report

• No. & dimensions of RWH tank(s) : 4 Nos. RWH structure of

0.20 m dia. and 40 m depth having rainwater catchment pit and

sand filtration media will be provided.

• No. and depth of percolations wells: 4 Nos. & 40 m

• Details on Pre-treatment facilities : Screen pit before the

percolation well

22. Green area details • Tree covered area (m2) : 697.04

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

• Lawn covered area (m2): 1406.72

• Total Green Area (m2): 2103.76

• Green area % of plot area: 15 %

• No. of trees and species to be planted: 232 nos. Local flora

species i.e. Gulmohar, Asopalav, Neem etc. will be preferred


Environmental

Management Plan

(Rs. in lacs)

Budget allocation of Rs. 5.8 lacs & Rs. 56.2 lacs will be made during the construction & operation phase respectively for air pollution control, waste management, green belt development etc.

24. Dust control measures Temporary windshield barriers, regular water sprinkling, tarpaulin

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sheet cover on the material during the transportation, maximum

use of Ready Mix Concrete (RMC), uniform piling of sand and

proper storage to avoid dusting.


materials

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,

maximum use of Portland Pozzolona Cement (PPC) containing

high amount of fly ash.


to the construction

workers

Sanitation facilities, drinking water, municipal solid waste

collection facility etc.


Village form no. 7/12 submitted by them show that land for

residential & commercial use is in the name of M/s. Shivangi

Realities Pvt. Ltd.

During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat

for granting Environment Clearance subject to the strict compliance of the following project specific



Notification 2006:



WATER:


through the local water tankers. No ground water shall be tapped during the construction phase.


pit system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 186.0 KL/day, out of which 126.0

KL/day of fresh water requirement shall be met through the water supply from Ahmedabad Urban

Development Authority (AUDA). Remaining water requirement of 60.0 KL/day for flushing and

gardening purposes shall be met by reuse of treated sewage from the proposed onsite STP. No

ground water shall be tapped during the operation phase. Metering of the water shall be done and

its records shall be maintained.

4. The sewage generation during the operation phase shall be 144.0 KL/day, which shall be treated in

the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated

regularly and efficiently so as to achieve the GPCB norms at the STP outlet.

5. Treated sewage conforming to GPCB norms shall be reused within the premises for gardening &

flushing purpose at the maximum extent possible. Only remaining quantity of treated sewage shall

be discharged into the drainage line of Ahmedabad Urban Development Authority (AUDA).

6. A proper logbook of STP operation and also showing the quantity of treated sewage reused in

flushing, gardening and quantity discharged into the drainage line etc. shall be maintained and




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8. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or





AIR:







standards.

SOLID WASTE:



provisions made by the Ahmedabad Urban Development Authority (AUDA).

SAFETY:




15. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on each floor,

hose reels, wet risers, manually operated electric fire alarm system, underground water tank of 135

KL capacity, automatic sprinkler system in basement, CO sensors in basements etc shall be

provided as proposed.




of CO in the area.




19. Minimum Parking space of 24,469.56 m2 [21,311.54 m2 in basement + 3,158.02 m2 in hollow plinth]

shall be provided as proposed.


20. Energy conservation measures viz. solar powered LED lights for common plot, lawn area,

streets/internal roads & building passages, use of variable frequency drive motors to optimize

power consumption, maximum use of light & silent colours in the building envelope etc. shall be


GREEN BELT:




OTHER CONDITION:



later & spirit.

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15. Walk Way the Mall F.P.No.127/p sub plot no. 2 and F.P.No.129,

T.P.S.No.31, R.S.No.66 & 18, O.P.No.85 & 26,

Adajan, Surat.

Screening/scoping

& appraisal.


Sr. No

Particulars Details


2. Type of Project Commercial Building Construction Project

3. Project / Activity No. [8(a) or 8(b)]

8(a)

4. Name of the project

Walk Way The Mall

5. Name of Developer

Bhakti Buildcon

6. Estimated Project Cost (Rs. In Crores)

Rs.45 crores

7. Whether construction work has been initiated at site? If yes, details thereof

No


• FSI area (m2):22,032.63

• Total BUA (m2):34,180.75


FSI Area (m2) 22,088.94 22,032.63





• Scope of buildings/blocks: 2 level basement +ground floor+4 floors;

• No. & type of Commercial Units: 223 shops/office, 9 cinema screen

10. No. of expected residents / users

600 employees and 1500 visitors

11. Water & waste water details during construction phase

• Water requirement (KL/day):14.5




12. Water & waste water details during operation phase





13. Status of water supply and drainage line

Both drainage and water supply lines are exiting at site

14. Solid waste Management

Construction Phase:

Generation Quantity to Mode of Disposal /

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(m3) be reused

(m3)

Reuse

Top Soil 2,746 919 919 m3 of

excavated top soil

will be utilized for

greenbelt

development

Other

excavated

earth

40,766.96 5,286.6 m3

1,827.1 m3 of top

soil and 5,286.6 m3 of

other

excavated earth will

be utilized for back

filling with in site.

Excess soil of

35480.36 m3 will be

utilized at other project

site after obtaining

necessary permission

if any

Construction

debris

15 KG/day Nil Sold off to recyclers

Steel scrap 15 KG/day

Discarded

packing

materials

6 KG/day

Operation Phase:

Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 225kg/day Into bins to

be

provided

within

premises.

Disposal through

door to door waste

collection system

of SMC.

Wet waste 95 kg/day

• Details of segregation if to be done: Solid waste segregation at source will be adopted and wet waste will be send to the SMC’s organic waste management facility. Recyclable material will be disposed as per the practice of SMC.

• Capacity and no. of community bins to be placed within premises: 32 nos. of common community bins will be provided within premises.

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• Landfill site where waste will be ultimately disposed by local authority:Khajod Disposal Site

15. Parking Details • Total parking area requirement for the project as per GDCR: 6,622.71 m2

• Parking area requirement for Commercial units as per GDCR: 6,622.71m2



• Total Parking area provided (m2) & No. of ECS:16,643.33 m² and 535 ECS

• Parking area provided in basement (m2) & No. of ECS:8,535.5 m2

and 267 ECS

• Parking area provided as open surface (m2) & No. of ECS: 1,222.21 m2 and 53 ECS

• Parking area provided as mechanical parking in basement (m2) & No. of CPS:6,885.62 m2 and 215 CPS

16. Traffic Management

• Width of adjacent public roads:36 and 12 m wide TP road

• Number of Entry & Exit provided on approach road/s:Two gates will be provided.

• Width of Entry & Exit provided on approach road/s: 9.0 m & 6.07 m

• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation):5 m

• Width of all internal roads: 9.0 m & 6.07 m.

17. Details of Green Building measures proposed.

Provision to install aerated coke (foam type) in wash basins,kitchen,

low flush water closets in toilet and pressure reducing valves in

water pipeline, rain water harvesting ground water recharge,

maximum utilization of natural light, roof-top thermal insulation, LED

lighting fixtures in the common areas, appropriate design to shut out

excess heat and gain loss, use of solar energy in external lighting

(landscape lighting), use of aerated blocks etc.

18. Energy Requirement, Source and Conservation

• Power supply: Maximum demand:1076 KW Connected load:1076 KW Source: DGVCL

• Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (landscape lighting), use of aerated blocks etc..

• DG Sets: No. and capacity of the DG sets:2 x 132 KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire emergency

19. Fire and Life Safety Measures

• During the construction phase: Fire extinguishers at various locations and can be easily accessible, to keep printed board showing important telephone number of fire, ambulance, hospital etc. training to the workers on safety aspects, first aid box at identified places within premises, doctor & ambulance services, provision of PPE’S like helmet, gumboot/safety shoes, safety net, safety goggles etc.

• During the operation phase: Sprinkler system in entire building, fire extinguishers on each floor & in the basement, wet riser

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opening at each floor, manually operated electric fire alarm system, hose reel, terrace water tanks of 15 KL capacity, underground water tank of 200 KL, smoke detectors etc.

• Nearest fire station: Adajan Fire station. Distance from project site: 3 km.


Type & no. of buildings

No. of floors

Floor area

No. of staircase

Width of the staircase

Travel distance (m)

1 2B+G+4 3316.85 7 2.01 m <30

21. Rain Water Harvesting (RWH)

• Level of the Ground water table:20 m



• Details on Pre-treatment facilities :only roof top rainwater harvesting is proposed

22. Green area details

• Tree covered area (m2) :248.31

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




• No. of trees and species to be planted: 132 number of trees like Limbdo, Asopalav, DesiBadam and Gulmohar.

23.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

Allocation of Rs. 17.7 lacs & Rs. 1.95 lacs as capital cost & recurring cost respectively has been made for EMP & EMS.


Loading & transportation in covered trucks, covered shed provided for

cement unloading activity, temporary wind screen around project site,

sprinkling of water on roads and in vicinity of storage area.

25. Eco friendly building material usage details.

Fly as brick, aerated block, paving block, RMC, Lead free paints etc.

26. Facilities to be provided to the construction workers

Drinking water & tap water, sanitation facilities, first aid box, free

medicines, doctor service, PPEs etc.

27. Documents related to land possession

Copy of Sub-registrar’s office index submitted by them show that the land for commercial use is in the name of M/s Bhakti Buildcon.

During the meeting, it was observed that river Tapi is about 1.13 km away from the project site. The

drawing showing the fire fighting installations in proposed commercial building & in both the level

basements has been submitted. Traffic study carried out on 36 m wide road shows that the carrying

capacity of the road is 3420 PCU/hr & is capable enough to accommodate existing + proposed traffic

load of 1335 PCU/hr. Copy of permission obtained for the proposed FSI & ground coverage from the

Urban Development & Urban Housing Department has been submitted. Floor wise plans showing

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provision of common amenities at each floor & details of emergency evacuation plan for the project has

been submitted. Basement plans showing provision of CO sensors & natural ventilation system in the

form of air cut outs has been submitted. Details of mechanical ventilation system in the form of exhaust

fans and associated alarm system was also discussed during the meeting. During the meeting the

project proponent has submitted revised parking area details as per the suggestion of the committee.

After detailed discussion on various aspects regarding the project, it was decided to recommend the

project to SEIAA Gujarat for grant of Environmental Clearance subject to the strict compliance of the

following project specific conditions as well as the standard conditions finalized during the meeting of

SEAC held on 09/09/2015 for building construction projects falling under project activity no. 8(a) as per

the schedule of the EIA Notification 2006:


SPECIFIC CONDITION:


2. The project proponent shall not sell / allot any textile house for storage of chemicals, flammable


3. Common amenities like drinking water facility, sanitation blocks separate for male & female, first

aid facility etc. shall be provided as proposed by the project proponent.


WATER:

4. Fresh water requirement during the construction phase shall be 14.5KL/day and it shall be met

through the water supply from Surat Municipal Corporation (SMC).No ground water shall be

tapped during the construction phase.

5. Sewage generated during the construction phase shall be discharged through drainage line of

Surat Municipal Corporation (SMC).

OPERATION PHASE:

WATER:


the water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped

during the operation phase. Metering of the water shall be done and its records shall be

maintained.






percolation wells shall be carried out as per the details submitted. Before recharging the runoff,

pre-treatment must be done to remove suspended matter.

AIR:






standards.

12. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of

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all proposed D.G.sets.

SOLID WASTE:

13. The solidwaste generated shall be properly collected and segregated at source. The recyclable


provisions made by the SuratMunicipal Corporation (SMC).

SAFETY:




15. Fire fighting facilities like Sprinklers in entire building, ABC type & Co2 type fire extinguishers on

each floor & in both the level basements, manual alarm call point, hose reel, terrace water tanks of

15 KL capacity, underground water tank of 200 KL etc. shall be provided as proposed.




of CO in the area.




19. Minimum Parking space of 16,643.33 m2 [1,222.21 m2 as open surface parking + 15,421.12 m2 in

basement] shall be provided as proposed.


staff shall be deployed to guide the visitors for parking and helping the senior citizens and

physically challenged people to park their vehicles at appropriate parking places (valet parking).

21. Necessary signage including continuous display of status of parking availability at entry, exit and

all other appropriate places shall be provided which should have appropriate size of letters and

shall be visible from the at least 50 meter distance.


22. Energy conservation measures viz maximum utilization of natural light, roof top thermal insulation,

LED lighting fixtures in the common areas, use of solar energy in external lighting, appropriate

design to shut out excess heat & gain loss etc. shall be implemented as proposed.



GREEN BELT:

24. Green belt area of 919.0 m2 comprising of 248.31 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit

16. Building construction

project by M/s Kiran

Gems Pvt. Ltd.

F.P.No.36, T.P.S.No.4 (Ashwanikumar -

Navagam), Surat

Screening/scoping

& appraisal.

The SEIAA, Gujarat has accorded environmental clearance to Mr. Dinesh S. Bachkaniwala for

commercial building construction project at F.P.No.36, T.P.S.No.4 (Ashwanikumar -Navagam), Surat

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vide order no. SEIAA/GUJ/EC/8(a)/17/2013 dated 18/05/2013 for the built up area of 31,979.0 m2.

The project proponent, vide proposal no. SIA/GJ/NCP/62835/2017 dated 18/03/2017 submitted revised

Form I & Form IA and requested for amendment of Environmental Clearance order dated 18/05/2013 for

the proposed changes in the project.

The project proponent was called for presentation & discussion in the meeting of SEAC held on

28/03/2017.

The project proponent along with their expert / consultants attended the SEAC meeting held on

28/03/2017 and made presentation before the committee. During the meeting held on 28/03/2017, the

project was appraised based on the information furnished in Form-1 & Form1A as well as details


During the meeting held on 28/03/2017, it was found that they have submitted copies of Sub-registrar’s

office index showing that the land is in the name of M/s Kiran Gems Pvt. Ltd. NOC from Mr. Dinesh H.

Bachkaniwala for transferring the EC in the name of M/s Kiran Gems P.Ltd. has been submitted. Copy

of compliance report with reference to the conditions stipulated in the Environmental Clearance order no.

SEIAA/GUJ /EC/8(a)/17/2013 dated 18/05/2013 has been submitted. The proposed commercial

buildings will be used as diamond polishing building. It is mentioned that there are no court cases

pending on the project and the project has not received any notices under EPAct 1986 & Air Act 1981.

Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkling

system in entire buildings, manually operated electric fire alarm system, automatic detection & alarm

system, underground static water storage tank of 200 KL capacity, terrace water tank of 25 KL etc. will

be provided. There will be no change in building A whereas the building B & C which were to be

constructed for ground +2 floors & ground +1 floor respectively, will now be constructed for ground floor

+ 6 floors. They have submitted a copy of structural engineer certificate stating that the foundation design

of buildings B & C has been done considering 2 level basement + ground floor + 6 floors. 2 staircases of

2 m width will be provided on each floor. Details of emergency evacuation plan was discussed during the

meeting. Typical floor plans submitted show provision of separate sanitation blocks for male & female on

each floor. During the meeting, the project proponent has submitted revised parking area details as per

the suggestions of the committee. After detailed discussion on various aspects regarding the project it

was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance.

The previous and the revised project details are described below:

Sr.

No.

Topic Details

Existing Proposed Total

1 Plot / Land Area 10,795 m2 10,795 m2

2 Built-Up Area 31,979.22 m2 41,875.84 m2

3 F.S.I. Area 13,491.50 m2 26,421.23 m2

4 Ground Coverage

(Surface Area)

790.00 m2 2,060.03 m2

5 Basement Area 6,438.51 m2 12,152.20 m2

6 Hollow Plinth Area 1,311.64 m2 3,401.82 m2

7 Parking Area 8,540.15 m2 17,614.05 m2

8 Common Plot Area 998.11 m2

9 Tree Cover Area 458.11 m2

10 Lawn Cover Area 540.00 m2

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11 Total No. of Blocks/Building Total No. of

Building/Blocks-3 Nos.

Total No. of

Building/Blocks-3

Nos.

15 No. of Floors A – G + 8

B – G + 2

C – G + 1

A – 2B + G + 8

B – 2B + G + 6

C – 2B + G + 6

The applicant has submitted the following documents (a set enclosed):

(1) Application in Form-1 & Form-1 A.

In view of the above stated facts and based on the decision taken in the meeting of SEAC held on

28/03/2017, the project is hereby recommended to SEIAA Gujarat for granting the Environmental

Clearance with the proposed expansion by superseding the earlier EC order no. SEIAA/GUJ/EC/8(a)/

17/2013 dated 18/05/2013 and transfer of the EC in the name of M/s Kiran Gems Pvt. Ltd. subject to the

strict compliance of the following project specific conditions as well as the standard conditions finalized

during the meeting of SEAC held on 09/09/2015 for The Building Construction projects falling under

project activity no. 8(a) as per the schedule of the EIA Notification 2006:


SPECIFIC CONDITION:


2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable



facility etc. shall be provided in each corporate office as proposed.


WATER:


through the water supply from Surat Municipal Corporation (SMC). No ground water shall be tapped


5. Sewage generated during the construction phase shall be disposed off through the septic tank -

soak pit.

OPERATION PHASE:

WATER:











AIR:

10. D. G. sets (2×80 KVA) proposed as backup power shall be of enclosed type and confirm to



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11. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed by GPCB. At

no time, the emission levels shall go beyond the stipulated standards.


proposed D.G.sets.

SOLID WASTE:



provisions made by the Surat Municipal Corporation (SMC).

SAFETY:




15. Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkling

system in entire buildings, manually operated electric fire alarm system, automatic detection & alarm

system, underground static water storage tank of 200 KL capacity, terrace water tank of 25 KL etc.





of CO in the area.




19. Minimum parking space of 17,614.05 m2 [12,152.2 m2 in basement + 3,401.82 m2 in hollow plinth +

2,060.03 m2 as open surface parking] shall be provided as proposed.








22. Energy conservation measures viz. maximum utilization of natural light, roof top thermal insulation,

LED lighting fixtures in the common areas, use of solar energy in external lighting, appropriate

design to shut out excess heat & gain loss etc. shall be implemented as proposed.



GREEN BELT:




OTHER CONDITION:



later & spirit.

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17 SIA/GJ/IND2/17522/2016 M/s: Sun Cement Survey No. 701/6 Paiky 2, Vill. Dabhoda, Ta. Kheralu, Dist. Mahesana

Appraisal

Project / Activity No.: 3(b)

Project status: New

Chronology of EC Process:

• M/s: Sun Cement (herein after Project Proponent – PP) has submitted application vide their

proposal no. SIA/GJ/IND/10911/2016 dated 05/04/2016.

• Earlier this case was considered in the SEAC meeting dated 07/05/2016.

• During the meeting, PP requested for B2 category as per the OM dated 24/12/2013. Committee

took note of the OM no.J-13012/12/2013-IA-II (I) dated 24/12/2013. Upon asking about the

transportation of the raw materials & products, PP could not reply satisfactorily. Committee was of

the view that, PP should submit the complete details about availability of railway for transportation

of raw materials as well as finished products and undertaking in this regard covering requirement

as per OM dated 24/12/2013 for consideration of project as B2 project. Considering the above

facts, it was unanimously decided to consider the project for TOR/Scoping only after submission of

the following: (1) Revised complete proposal with Revised Form-1 & relevant details through

online web portal.

• PP has submitted revised proposal with revised form-1 and PFR.

• During the meeting dated 24/10/2016, revised proposal was considered by the Committee.

Committee noted that the transportation of raw materials and products will be carried out through

railway. Distance between Taranga hill railway station and Sun cement is @ 500 meters. Rail

connectivity of Taranga hill railway station is through meter gauge line. Conversion of meter gauge

into broad gauge line is going on this railway track. Letter in this regard is submitted by PP. As

soon as broad gauge line will be completed, they will transport raw materials directly to the plant.

Considering this, the project was categorized as B2 as per OM issued MoEF vide no. J-

13012/12/2013-IA-II (I) dated 24th December, 2013. After detailed deliberations the Committee

sought additional information for further consideration of the proposal:

• PP has submitted additional details vide their letter dated 01/03/2017.

• PP was called for appraisal on 28/03/2017.

Project status: New

Project / Activity Details:

Sr. no. Name of Product Capacity

1 Cement 3000 MT/Month

The project falls under Category B of project activity 3(b) as per the schedule of EIA Notification 2006.

Total plot area is 9713 sq. m. Unit has proposed 3000 sq. m area for green belt.

Expected project cost is Rs. 1.32 Crores. Main raw materials to be used are Clinker, Slax, Fly ash, Marine

Gypsum & Carbon black. Total water consumption for proposed project will be 11 KL/day. There will be

no generation of industrial waste water from the proposed project. Domestic waste water (0.8 KL/day) will

be disposed off into Soak pit system. There is no flue gas emission from the proposed activity. There will

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be no generation of hazardous waste from the manufacturing activity.


The unit has proposed to install the air pollution control measures to control the air pollution likely to be

generated from various trade activities as per the details furnished below :

Sr. No. Section / Source Type of APCM

Proposed

1 Crushing and Raw Materials Proportioning Bag filter

2 Feed Hopper Bag filter

3 Cement Mill Bag filter

4 Cement Blending Silos Bag filter

5 Packing house Bag filter

Observations/Discussion:

During appraisal, committee noted that to control air pollution, All loading points and packing station will

be attached to adequate air pollution control devices ( Bag filters) followed by stack. All materials will be

covered during transportation. Floor cleaning will be done through vacuum devices to prevent fugitive

emission. . Personal protective equipments will be provded to the workers to minimize exposure to the

cement dust and periodical check up of the workers will be done as per the Gujarat Factory Rules 1963.

Considering the above, committee unanimously decided to recommend the project for grant of EC to

SEIAA.

18 SIA/GJ/IND2/59135/2016 M/s: Rikin Enterprise S.No. 346, Vill. Daramil, Ta. Idar, Dist. Sabarkantha

Appraisal

Project / Activity No.: 3(b)

• M/s: Rikin Enterprise (herein after Project Proponent – PP) has submitted application vide their

proposal no. SIA/GJ/IND/59135/2016 dated 20/09/2016.

• PP was called for presentation in the SEAC meeting dated 19/10/2016

• During the meeting dated 19/10/2016 Technical presentation made during the meeting by project

proponent. While discussing about the transportation of raw materials and products, PP informed

that the transportation of raw material and products will be through Railway and they have applied

for the same to Railway department. Considering this, the project was categorized as B2 as per

OM issued MoEF vide no. J-13012/12/2013-IA-II(I) dated 24th December, 2013. After detailed

deliberations the Committee sought additional information for further consideration of the proposal:

• Proposal was recommended to SEAIAA for grant of EC vide letter No: SEAC-GEN-21/2592 dated

02/12/2016. During SEIAA meeting dated 27/12/2016, proposal was referred back to SEAC asking

to verify categorization of the project with reference to OM of MOEF dated 24/12/2013.

• Subsequently after submission of additional details sought, the proposal was recommended to

SEIAA for approval under category B2 with reference to the OM of MOEF dated 24/12/2013.

• SEIAA approved the categorization of the project vide letter No: SEIAA/GUJ/TOR/3(b)/17/2017

dated 15 March 2017.

• PP has submitted additional details vide their letter dated 02/01/2017, 23/02/2017 & 20/03/2017.

• Proposal was appraised in SEAC meeting held on 28 March 2017.

Project status: New

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Page 70 of 147


This is a new unit proposes to set up a Cement plant – stand alone grinding unit for manufacturing of

Cement – 36000 MT/Annum (3000 MT/Month).

The project falls under Category B of project activity 3(b) as per the schedule of EIA Notification 2006.

Aerial distance of nearest residential area of vill. Darmali is @ 0.8 km from the proposed site. Total plot

area is 2401 sq. m & unit has proposed 1224 sq m area for the green belt development/Tree plantation.

Expected project cost is INR. 1.5 Crores. Basic raw materials are Clinker, Gypsum and Fly ash.

During construction phases @ 30 labours will be contracted for which @ 1200 lit/day water will be

required and met through tanker supply. Domestic waste water (900 litre/day) will be disposed off into

Soak-pit system.

Water requirement for the proposed project (operation phase) will be 5 KL/day (1 KL for Domestic, 2 KL

for Sprinkling/Gardening and 2 KL for cooling) and it will be met through Bore well. There will be no

generation of industrial waste water. Domestic waste water (0.8 KL/day) will be disposed off into septic

tank/soak pit system. There will be no flue gas emission as no requirement of fuel. No process gaseous

emission is envisaged. Pulse jet Bag filters will be provided as APCM with crusher and cement mill &

packing section for control of dust emissions. One DG set (25 KVA) will be provided as stand-by facility.

Diesel (15 Litres/hr) will be used as a fuel for DG set. Discarded bags / liners (6000 no.s/Year) will be

either reused or returned back to suppliers or sold only to the authorized vendors after decontamination.

Used oil (15 Lit./Year) will be sold only to the registered recyclers. Process residue- Cement/dust residue

(4 MT/Year) will be collected and reused within premises.

The unit has proposed to install the air pollution control measures to control the air pollution likely to be

generated from various trade activities as per the details furnished below :

Sr. No. Section / Source Type of APCM (Proposed)

1 Crushing and Raw Materials Proportioning Bag filter

2 Feed Hopper Bag filter

3 Cement Mill Bag filter

4 Cement Blending Silos Bag filter

5 Packing house Bag filter

Observations & Discussions:

After detailed discussion in this meeting, committee unanimously decided to categorize the project in to

the B2 category as per the OM dated 24/12/2013 and decided to recommend the project to SEIAA for the

grant of the environment clearance considering various aspects including : (1) Its small plant capacity; (2)

Proposal for provision of the Air Pollution Control Measures as per CPCB guidelines for such kind of

project; (3) No wastewater generation from the process; (4) No sensitive area or wildlife park and

sanctuary in vicinity; (5) The nearest village (Daramli) from the plant is at about 0.8 Km distance (6) other

technical features of the proposal as furnished during presentation by the project proponent and their

consultant subject to submission of the some details asked.

19 SIA/GJ/IND2/18461/2017 M/s: Shree Arihant Dyechem Plot No. 8107, Road No. 81, Sachin GIDC- Sachin, Tal. Choryasi, Dist. Surat

Screening & Scoping

Project / Activity No.: 5(f)

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• M/s: Shree Arihant Dye Chem (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18461/2017 dated 14/02/2017.

Project status: Expansion


This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as

tabulated below:

Sr.

No. Product name

Existing (

MTPA)

Proposed Total

(MTPA)

1 PCOSA 0

108 ONCBSA 216

2 Schaeffer's Acid 108

240 Bronner's Acid 0

3 G – Salt 216 300

4 Amido G – Salt 180 180

5 R – Complex / R-Salt (By

Product) 72 72

6 K – Acid 180 180

7 NMJ Acid 36 36

8 EBAMSA 0

180 4-NAPSA 120

9 2 R Acid 0 24

10 Sulfo Tobias Acid 36 36

11 Hypo Solution 0 600

12 Potassium Sulphate / Ammonium Sulphate (By product)

0 600

13 Ferrous Sulphate (By product) 0 600

14 Sunset Yellow FCF 0 48

15 Maa Base (Fast Yellow P G

Base) 0 48

16 Chocolate Brown HT 0 48

17 Golden Yellow FG/R 0 48

18 Pronceau 4 R 0 180

19 Carmoisine 0 180

20 Amaranth 0 138

21 Erytrosine 0 28.8

22 Solvent Green-7 0 30

23 Tri Nony Phenyl Phosphite

(TNPP) 0 180

24 Tri Phenyl Phosphite (TPP) 0 180

25 Di Iso Teryl Phenyl Phosphite

(DIPP) 0 180

26 Di Phenyl Sulphone * 120 - 120

27 OAPSA * 144 - 144

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The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.


Total cost of Proposed Project (Rs. in Crores)

Rs. 219 lacs / 2.19 Crores

Total Plot area ( sq. meter)

2,972.00 sq.mt

Green belt area,/Tree Plantation area ( sq. meter)

973.75 sq.mt

Water

Source of Water Supply (GIDC, Bore well, Surface water etc...)

Sachin GIDC.

Water consumption (KL/day)

Description

Water Consumption


KLD KLD

Process 10.62 25.27

Boiler 0.66 0

Washing & Cooling

0.97 3.0

Scrubber Nil 0.50

Total Industrial 12.25 28.77

Domestic 1.0 2.00

Gardening 0 3.0

GRAND TOTAL 13.25 33.77

Waste water generation (KL/day)

Description

Waste Water Generation


KLD KLD

Process 11.20 29.39

Boiler 0.30 0

Washing & Cooling 0.60 2.0

Scrubber 0 0.5

Total Industrial 12.10 31.89

Domestic 1.0 2.0

Gardening 0 0

GRAND TOTAL 13.10 33.89

Treatment facility with Capacity (ETP, CETP, MEE, STP etc).

12.1 KLD ETP

Mode of Disposal & Final meeting point

Domestic: Domestic wastewater will be disposed off through septic tank followed by soak pit.

Industrial: Industrial waste water will be generated from existing and proposed expansion of manufacturing production. Two streams will be identified as dilute stream and concentrated stream. Dilute stream will be sent to Globe Enviro Care Ltd CETP after treatment in ETP, while concentrated stream will be sent to MEPPL for treatment. Necessary modification/upgradation will be carried out in existing ETP.

Reuse/Recycle details (KL/day)

Used / Spent oil = 0.082 MT/Year Sodium Bisulfate = 60 MT/Year

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Page 73 of 147

H2SO4 (20-30%) = 140.4 MT/Year Spent HCl = 7.2 MT/Year

Air

No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

1) Existing baby boiler (300 kg/hr) will be replaced with 300 U Thermopack. 2) D.G. SET (stand by purpose): 125 KVA and 75 KVA

Fuel consumption Solid Fuel: MT/Day Gaseous Fuel: SCM/day Liquid fuel: KL/day

Coal/Lignite/Bio Coal : 1.0 MT/Day None LDO: 480 Lit/Day

APCM for flue gas 1) For Thermopack cyclone separator will be provided as APCM.

2) For D.G. SET (stand by), LDO is used as fuel, adequate stack height is provided.

Process gas/Fugitive emission details i.e. Type of pollutant gases (SO2, HCl, NH3, Cl2, NOX

etc.) Give source of the emission.

Type of pollutants : SPM, SOx, NOx and NH3

Sources are the process and utility stacks.

APCM for process gas/fugitive gaseous emission details

Vent Detail

Vent Height ( In Mtr)

Air pollution control system

Pollutant GPCB Limit

Existing

Reaction vessel

13.7 Ammonia Scrubber

NH3 ≤ 175 mg/nm3

Isolator 13.7 Alkali

Scrubber SO2 ≤ 40 mg/nm3

Proposed Scenario

Reaction vessel

8

Common three stage

Scrubber

Cl2 < 09 mg/Nm3 SO2 < 40 mg/Nm3

NH3 Recovery System

8

Ammonia Scrubber shall be provided

NH3 ≤ 175 mg/Nm3

Hazardous waste

Sr. No.

Type/Name of Hazardous

waste

Source of generation

Category and

Schedule as per

HW Rules.

Quantity (MT/Annum)

Disposal Method

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1 Used / spent oil

Oil used as lubricant in various applications

5.1 0.082 Liters/Year

Collection / Storage / Transportation / send to authorized recycler

2 Discarded bags / drums / barrels

From raw material packaging

33.3 40 MT/Year

Collection / Storage / Transportation / send to authorized recycler

3 ETP Sludge From ETP 34.3 300 MT / Year Collection / Storage / Transportation / send to TSDF Site

4 Sodium Bisulphite Solution

From manufacturing of Amido G-Salt

D 3 60 MT / Year Collection / Storage / Transportation / Reused back into process / sold as a byproduct to authorized end user

5 H2SO4 (20-30%)

From Manufacturing of K Acid, PCOSA, EBAMSA, Sulfo Tobias Acid.

D4 140.4 MT/Year

Captive Consumption (Potassium Sulphate, Ammonium Sulphate).

6. Iron Oxide From manufacturing of OAPSA

C 1 NIL -

7. Spent Catalyst (Charcoal)

From manufacturing of Sunset Yellow FCF, Chocolate Brown HT, Amaranth, Solvent Green-7

28.2 14.5 MT/Year Collected in barrels & stored in solid / hazardous waste storage area

8 Fly ash From Boiler -- 36 MT/Year Collection, storage, transportation and sold to brick manufacturers

10 Spent HCl From Scrubber D 2 7.2 MT/ Year Collection / Storage / reused in to Process

Membership details of TSDF, CHWIF, Common MEE etc.

TSDF: Bharuch Environ Infrastructure Limited CETP: Globe Enviro Care Ltd CETP CETP: MEPPL


Technical presentation during the meeting included details of location of the project & lay out map, details

of products & raw materials, waste generation, hazards & controls, flow diagram of ETPs, details of

APCM, resource consumption & conservation etc. Committee asked to segregate effluent stream properly

and to reuse/recycle the treated effluent at maximum extent. During presentation, committee noted that

PP has proposed that NMJ Acid and SulfoTobiaz Acid having high pollution potential. Committee asked

PP to remove these two products from the proposed list of products to which pp was agreed upon.

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Considering the above project details, after detailed discussion, the terms of reference (ToR) were

prescribed as below and as per Annexure-I for the EIA study to be done covering 10 Km radial distance

from the project boundary.

1. Adequacy of proposed area with respect to plant machineries , EMS, green belt , safety

aspect, raw material & product storage etc. considering worst case scenario.

2. Revised project details after removal of two products namely NMJ Acid and Sulpho Tobias

Acid from the list of proposed products.

The TOR prescribed as above and as per Annexure – I and the model ToRs available in the MoEF’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 shall be appraised on

receipt of the final EIA report. Committee decided to recommend for grant of TOR to SEIAA, Gujarat for

the aforementioned proposal.

20 SIA/GJ/IND2/18449/2016 M/s: Bliss Industries Plot No. 824/29 & 30, Vill. Dadheda, Ta. Jhagadia, Dist. Bharuch

TOR amendment


• M/s: Bliss Industries (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/17334/2016 dated 29/09/2016.

• Earlier this project was considered in the SEAC meeting dated 24/10/2016 and TOR was recommended by SEAC to SEIAA, Gujarat vide letter dated 09/12/2016

• SEIAA has approved and issued TOR vide letter dated 27/12/2016.

• Project proponent has requested vide their online application no. SIA/GJ/IND2/18449/2016 dated 06/02/2017 for amendment in TOR. PP has submitted Revised Form-1 and relevant details. The case was considered for amendment in ToR.

• During presentation committee noted that quantity of fresh water consumption is 221 KLPD and waste water generation is 194.6 KLPD. With addition of three numbers of products to the TOR issued on 29/12/2016, Industrial fresh water increases from 122 KLPD to 211 KLPD and accordingly waste water generation increases from 104.7 KLPD to 194.60 KLPD. PP was asked to reduce fresh water consumption.

• Committee noted that earlier production capacity was 586 MT/Month for manufacturing 13 products and permission to discharge 105 KL/day treated effluent into GIDC drainage system developed by Narmada Clean Tech (NCT). Now they have obtained permission from NCT to discharge 200 KL/day treated effluent into GIDC drainage system. Hence, PP proposed to increase the production capacity of 3 products namely (1) 5-Chloro-8-Quinolinol, (2) 5-Chloro-2-Hydroxy Aniline or 3-Chloro-4-Hydroxy Aniline and (3) 5-Chloro-2-Hydroxy Nitro Benzene or 3-Chloro-4-Hydroxy Nitro Benzene and addition of 3 new products with total production capacity as 735 MT/Month.

• Committee observed that there is a change in water consumption, waste water generation, hazardous waste generation etc. due to proposed change in project. Based on the information furnished by the project proponent in revised Form-1 and PFR and details presented, Committee unanimously decided for the amendment sought and now project/activity details shall be read as under:

Project status: New


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Page 76 of 147

This is a new unit proposes the manufacturing of Synthetic organic chemicals as tabulated below:

Sr. No.

Name of Product Capacity

(TPM) Use of Product

1. Meta Dinitro Benzene 50.00 Dyes Intermediates and API Intermediates

2. Meta Phenyline Diamine 35.00 Dyes Intermediates

3. Meta Uriedo Aniline 39.00 Dyes Intermediates

4. 5-Chloro-8-Quinolinol 45.00 API Intermediates

5. 5-Chloro-2-Hydroxy Aniline or 3-Chloro-4-Hydroxy Aniline

60.00 API Intermediates

6. 2,5-Dichloro Nitro Benzene or 2,3-Dichloro Nitro Benzene

90.00 Dyes Intermediates and API Intermediates

7. Isatoic Anhydride 20.00 Flavors, Fragrance and API Intermediates

8. Methyl Anthranilate or Butyl Anthranilate or Ethyl Anthranilate

125.00 Flavors, Fragrance and Chemical Intermediates

9. 5-Chloro-2-Hydroxy Nitro Benzene or 3-Chloro-4-Hydroxy Nitro Benzene


10. 3-Nitro Acetophenone 51.00 API Intermediates

11. 3-Amino Acetophenone 30.00 API Intermediates

12. 3-Hydroxy Acetophenone 15.00 API Intermediates

13. 3-Amino-4-Hydroxy Nitro Benzene

30.00 Dye Intermediates

14. 4-Amino-3-Nitro Anisole 40.00 API Intermediates

15. 1,3-Dihydro-2H-Benzimidazole-2-Thione


16. 5-Methoxy-1,3-Dihydro-2H-Benzimidazole-2-thione


Total 735.00



Total cost of Proposed

Project

(Rs. in Crores)

4.9

Total Plot area ( sq.

meter)

7,886

Green belt area,/Tree

Plantation area

( sq. meter)

1,694

Water

Source of Water Supply

(GIDC, Bore well, Surface

GIDC

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Page 77 of 147

water etc...)

Water consumption

(KL/day) Industrial:211

Domestic:5

Gardening: 5

Waste water generation

(KL/day) Industrial: 194.6

Domestic: 4

Treatment facility with

capacity

(ETP, CETP, MEE, STP

etc).

Effluent Treatment Plant

Stripper followed by Multiple Effect Evaporator

Mode of Disposal & Final

meeting point

Domestic:

The domestic wastewater will be discharged into soak pit

through septic tank.

Industrial:

Treated effluent from ETP will be discharged into underground

drainage system of NCT.

Reuse/Recycle details

(KL/day)

No Reuse/Recycle

Air

No. of

Boilers/TFH/Furnaces/DG

sets etc. with capacities

viz. TPH, Kcal/hr, MT/hr,

KVA etc.

Details of flue gas emission

Sr. No.

Stack Attached to

Utility Type of Fuel

Height (m)

Dia. (m)

Concn. of Polluants

Air Pollution Control Mesures

1 Steam Boiler

(1 No. x 2 TPH + 1 No. x 1 TPH)

Agrowaste/ Biofuel &/OR

Coal 30.0 1.50

PM ≤ 150 mg/Nm

3

SO2 ≤ 100 ppm

NOx ≤ 50 ppm

Individual Cyclone

Separator followed by

common Bag filter

2 Thermic Fluid

Heater (2 Nos. x 4 Lac Kcal/Hr)

Agrowaste/ Biofuel &/OR

Coal 30.0 1.00

Individual Cyclone

Separator followed by

common Bag filter

3 DG Set (350

KVA), Stand-by Diesel 7.0 0.15

Adequate stack height

Details of process gas emission

Product Code

Product Expected Pollutants

Gaseous Pollutant Load

Kg/ batch

Kg/kg TPM

1 Meta Dinitro Benzene

SO2 gas 5.0 0.004 0.21

NO2 gas 5.0 0.004 0.21

6

2,5-Dichloro Nitro Benzene &/OR 3,4-Dichloro Nitro Benzene

SO2 Gas 5.0 0.004 0.35

NO2 Gas 5.0 0.004 0.35

10 3-Nitro Acetophenone

NO2 Gas 25.0 0.015 0.75

12 3-Hydroxy Acetophenone

HCl Gas 50.0 0.050 0.75

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Page 78 of 147

14 4-Amino-3-Nitro Anisole

NO2 Gas 20.0 0.020 0.78

APCM for process gas

Sr. No.

Stack attached

to Reactor

Ht. &

Dia. (m)

Pollutant Concentration,

mg/Nm3

Air Pollution Control Equipment

1st

Stage 2nd

Stage

1.

Reactor of products- 1, 6, 10& 14

4 & 0.3

SO2<40 NO2< 25

Alkali Scrubber

(A)<Output to ETP>

Alkali Scrubber

(B)<Output to ETP>

2.

Reactor of product-12

4 & 0.3

HCl < 20

Water Scrubber (C)

HCl for captive

consumption

Alkali Scrubber

(D) <Output to ETP>

Fuel consumption

Solid Fuel: MT/Day

Gaseous Fuel: SCM/day

Liquid fuel: KL/day

Agrowaste / Biofuel &/OR Coal:

350 TPM (13.5 TPD)

Diesel: 20 Lit/hr

APCM for flue gas As above

Process gas/Fugitive

emission details i.e. Type

of pollutant gases (SO2,

HCl, NH3, Cl2, NOxetc.)

Process gases: SO2, NO2 and HCl

APCM for process

gas/fugitive gaseous

emission details

as above

Hazardous waste

No hazardous waste generation

Membership details of TSDF, CHWIF,

Common MEE etc.

BEIL

Details of Non-Hazardous waste & its

disposal(MSW and others)

--

The project shall be appraised on receipt of the final EIA report based on the TOR issued vide letter no.

SEIAA/GUJ/TOR/5(f)/765/2016 dated 29/12/2016 and the following additional ToR.

1. Explore the possibilities for maximum reuse of waste water by segregation of effluent at source and

to minimize discharge of waste water i.e. to reduce fresh water consumption by reuse / recycle.

The draft EIA report shall be submitted to the Gujarat Pollution Control Board for conducting the public

consultation process as per the provisions of the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report.

21 SIA/GJ/IND2/18694/2017 M/s: Madura Industrial Textile Limited Survey No. 278/P2/P1/P1, Sarigam Gidc Bypass Road,Sarigam, Valsad

Screening & Scoping

Project Proponent remained absent during meeting, hence committee decided to defer the proposal in

one of the upcoming SEAC meeting.

22 SIA/GJ/IND2/18614/2017 M/s: Subhasri Pigments Pvt. Ltd. Plot No:-J-1201+1202+1211

Screening & Scoping

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Page 79 of 147

+1213+1208+1209+1209/A, GIDC-Ankleshwar, Dist.: Bharuch


• M/s: Subhasri Pigments Pvt. Ltd.(herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18614/2017 dated 27/02/2017.




tabulated below:

Sr.

No

Name of Products and Co-Products

Quantity Total

Quantity

after

Expansion

MT/Month

As per

Existing CCA

AWH – 81502

MT/Month

Proposed

MT/Month

Products

1 CPC Green-7 80.00 170.00 250.00

2 Copper Phthalocyanine Blue Crude 80.00 370.00 450.00

3

Pigment Violet Tonner IC-77 (Lake

Violet) 3.5 0 3.5

4 Pigment Violet Tonner IC-72 0.5 0 0.5

5 Pigment Persian Blue 3.6 0 3.6

6 Beta Blue 30.30 169.70 200.00

7 Pigment Rubine Tonner 1 0 1

8 Pigment Lake Red 0.5 0 0.5

9 Pigment Maroon Tonner 0.5 0 0.5

10 Alpha Blue 0.00 100.00 100.00

Total 199.9 809.70 1009.60

Inorganic Products

1 Ammonium Sulphate 350.00 515.00 865

2 Poly Aluminium Chloride solution 1150 2500 3650

3 Copper Sulphate 30.00 40.00 70.00

4 Sodium sulfate 120 -120 0

Total 4585.00

Co-Products/ By – Products

1 Hydrochloric Acid* 200.00 425.00 625.00

2 Sodium Hypo Chlorite (100 %) 200.00 505.00 705.00

3. Aluminium Chloride Solution** 850 -850 0

Total 1250.00 1330.00



Total cost of Proposed Project

(Rs. in Crores)

Rs. 31.75 Crores

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Page 80 of 147

Total Plot area

( sq. meter)

12046.46 Sqm

Green belt area,/Tree Plantation area

( sq. meter)

4068.253 Sqm

Water Source of Water Supply

(GIDC, Bore well, Surface water etc...)

GIDC

Water consumption (KL/day) As below:

Sr.

No

Particular

s

Existing Water

Consumption

KL/Day

(As per CCA-

AWH 81502)

Proposed Water Consumption

KL/Day

(As per proposed expansion)

Total

Water Consumption KL/Day

Fresh Recycle Total Fresh Recyc

le

Total

1. Domestic 48 0 0 0 48 0 48

2. Gardenin

g / Other

use

37 0 0 0 37 0 37

INDUSTRIAL WATER CONSUMPTION

3. Process 176.50 -74.5 854* 779.5 102 854* 956

4. Boiler 15 154 100** 254 169 100** 269

5. Cooling 27 170 0 170 197 0 197

6. Washing 25 30 0 30 55 0 55

Total

(Industria

l)

243.5 279.5 954 1233.5 523 954 1477

TOTAL

(Domesti

c +

Industrial

+Gardeni

ng)

328.5 279.5 954 1233.5 608 954 1562

*Breakup of 854 KL/Day: -Recycle from RO: - 209 KL/day

Recycle from MEE : - 207 KL/Day

Internal Recycle : - 354 KL/Day

From Boiler Steam : - 84 KL/Day

**MEE Condensate water steam which will be reused in Boiler.

Waste water generation (KL/day) As below:

CATEGORY-WISE WASTEWATER GENERATION

Sr.

No

.

Particulars Existing Waste

Water Generation

KL/Day (As per

CCA AWH -81502)

Proposed

Waste water

Generation

KL/Day

Total Waste

Water

Generation

after

expansion

KL/Day

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1. Domestic 47.50 0 47.50

2. Industrial

Process 154.90 333.1 488

Boiler 2.8 42.2 45

Cooling 0 37 37

Washing 25 30 55

Total Industrial 182.7 442.3 625

TOTAL

(Domestic +

Industrial)

230.20* 442.3** 672.5

Treatment facility with capacity

(ETP, CETP, MEE, STP etc).

As below

Sr

.

N

o.

DESCRIPTION

Existing Proposed Dimension

s

(m)

No.

of

units

Capaci

ty

(m3)

No.

of

units

Capacity

(m3)

1 Equalization Tank 2 75

2 75 10.75 x 2.88

x 2.4

2 Lime Slurry Tank 2 6.9 - - 2 x 2.2

3 Polyelectrolyte Tank 2 1 - - ----

4 Reaction Tank 2 5 1 5 1.5 x 1.4 x

2.3

5 Flocculation Tank 2 5 1 5 1.5 x 1.4 x

2.3

6 Clarifier (Conical

Bottom)

2 40 1 50 4 x 3 x 3.5

7 Supernatant Sump 1 80 - - ----

8 Sand Filter 1 20

kL/hr.

- - 1.2 x 3

9 Sampling Point 1 - - - ----

10 Sludge Slurry Tank 1 18.75 2.5 x 2.5 x

3.00

11 Filter Press-1 2 4500

kgs.

- - 48” x 48” x

58”

12 Filter Press-2 2 2500

kg

36” x 36” x

51”

13 Sludge Bed 1 5400 - - 54 x 20 x 5

14 Alkali Effluent

treatment Tank 1 18.75 - -

2.5 x 2.5 x

3.00

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15 FeSO4+H2O2

Treatment tank-1 2 18.75 - -

2.5 x 2.5 x

3.00


In existing scenario, generated

effluent as well as domestic waste

is treated in existing ETP and

treated effluent is discharged into

GIDC underground drainage

system leading to inlet of M/s.

Narmada Clean Tech Ltd. (NCTL),

Ankleshwar for further treatment

and its ultimate disposal to deep

sea through NCTL pipeline.

Proposed & existing discharge

quantity will remain same. Extra

effluent generation will be reused by

the unit after treatment so there will

not be additional discharge quantity

from proposed expansion.

Reuse/Recycle details (KL/day)

416 KL/Day from RO and MEE.

Air No. of Boilers/TFH/Furnaces/DG sets etc. with

capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

As below:

EXISTING FLUE GAS EMISSION AS PER CCA 81502

Sr

.

N

o.

Stack

attached to

Stac

k

Heig

ht

(m)

Type

of fuel

Type of

emission

Permissib

le Limit

APCM

01

.

Steam

Boiler

(IBR)-

Green Plant

(2.0TPH)

11 Natural Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

02

.

Thermic

Fluid

Heater –

Green-

7(4.0Lac

Kcal)

03

.

Power

Plant

boiler/DG-

125KVA

11 Natural Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

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Page 83 of 147

04

.

Thermic

Fluid

Heater-

CPC Blue

(10.0Lac

Kcal)

11 Natural Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

05

.

Steam

Boiler (IBR)

(6.30 TPH)

06

.

Steam

Boiler

(1 TPH)

11 Natura

l Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

07

.

Steam

Boiler

(0.6 TPH)

11 Natura

l Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

08

.

Hot Air

Generator

(45000

Kcal/Hr)

11 Agro

Waste

/

Brique

ttes

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

Bag Filter

PROPOSED FLUE GAS EMISSION

Sr

.

N

o.

Stack

attached

to

Stack

Heigh

t

(m)

Type

of fuel

Type of

emission

Permissib

le Limit

APCM

09

.

Steam

Boiler

(IBR)

(10.50

TPH)

11 Natura

l Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

10

.

DG-

1000KVA

11 Diesel Particulate

matter

SO2

Nox

150

mg/NM3

100 PPM

50 PPM

---

11

.

Thermic

Fluid

Heater-

CPC &

CPC

Green -7

Blue

(10.0Lac

Kcal)

11 Natura

l Gas

Particulate

matter

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

---

Fuel consumption

of 147


Page 84 of 147

Solid Fuel: MT/Day


Liquid fuel: KL/day

As below:

Sr.

No.

Fuel Quantity as

per current

CCA No.

AWH-81502

Quantity as

per proposed

expansion

Total Quantity

after

expansion

1. Natural Gas 11229

SCM/Day

33000

SCM/Day

44229

SCM/Day

2. Diesel 0 280 L/Hr 280 L/Hr

3. Agro waste/Briquettes 300 Kg/Day 0 300 Kg/Day

APCM for flue gas Unit will use a natural gas, so there

will be no requirement of any APCM.

Process gas/Fugitive emission details i.e. Type

of pollutant gases (SO2, HCl, NH3, Cl2, NOxetc.)

As below:

EXISTING PROCESS GAS EMISSION AS PER CCA-81502

Sr

.

N

o.

Stack

Attached

To

Stac

k

Heig

ht

(m)

Air Pollution

Control

System

Fuel Parame

ter

Permiss

ible

Limit

1. Chlorinatio

n Reactor

15 Water

Scrubber

followed by

Alkali Scrubber

---- HCl

Cl2

20

mg/NM3

09

mg/NM3

2. Reactor

(CPC Blue

Plant)

15 Acid Scrubber ---- NH3 175

mg/NM3

3. Hot Air

Generator

for SFD-

Green-7.

(1.8Lac

Kcal)

11 Bag Filter Natural

Gas

PM

SOX

NOX

150

mg/NM3

100

PPM

50 PPM

4. Hot Air

Generator

for SFD-

CPC Blue

(7.0Lac

Kcal)


Gas

PM

SOX

NOX

150

mg/NM3

100

PPM

50 PPM

of 147


Page 85 of 147

5. Hot Air

Generator

for

SFD(1300

00

Kcal/Hr)(B

ETA Blue)


Gas

PM

SOX

NOX

150

mg/NM3

100

PPM

50 PPM

PROPOSED PROCESS GAS EMISSION

6

Reaction

Vessel

15 Alkali Scrubber ---- Acid

Vapor

7

Hot Air

Generator

for

SFD(1300

00

Kcal/Hr)(Al

pha Blue)


Gas

PM

SOX

NOX

150

mg/NM3

100 PPM

50 PPM

APCM for process gas/fugitive gaseous emission

details

Water scrubber followed by Alkali

scrubber, Bag filter

Hazardous waste details As below:

Sr

.

no

.

Type of Waste Categor

y

Existin

g

Quality

As per

CCA

No.

AWH-

81502

Propos

ed

Quality

Quantit

y after

Expans

ion

Mode of

Disposal

1. ETP sludge/

Gypsum

sludge

35.3 275.16

MT/M

205

MT/M

480.16

MT/M

Collection,

Storage,

Transportati

on, Disposal

at by

Cement

factory or

TSDF site

authorized

by the

GPCB.

2. Used Oil 5.1 0.937

MT/Yea

r

1

MT/Yea

r

1.937

MT/Yea

r

Collection,

Storage,

Transportati

on, Disposal

at by

Selling

registered

refiners.

of 147


Page 86 of 147

3. Discarded

containers/

Empty barrels

33.1 1.5

MT/Mo

nth

5.5

MT/Mo

nth

7

MT/Mo

nth

Collection,

Storage,

Transportati

on, Disposal

at by

Selling to

authorize

recycler or

TSDF site.

4. Empty bags /

Liner

33.1 3.25

MT/Mo

nth

4

MT/Mo

nth

7.25

MT/Mo

nth

Collection,

Storage,

Transportati

on, Disposal

at by

Selling to

authorize

recycler or

TSDF site.

5. MEE Salt 35.3 0 309

MT/M

309

MT/M

Collection,

Storage,

Transportati

on, Disposal

at available

TSDF site

authorized

by the

GPCB.

6. Dust from air filtration system

26.2 0.010

0 0.010 MT/Yea

r

Collection, storage,

reuse in the process within factory

premises.

7. Solid Waste* 26.1 0 3 MT/M 3 MT/M Collection,

Storage,

Transportati

on, Disposal

at available

TSDF site.

8. IMPURITY+C

OPPER

26.1 0 7 MT/M 7 MT/M Sell to

GPCB

approved

Recycler.

9. Hydrochloric

Acid

26.3 200

MT/M

425

MT/M

625

MT/M

Sale to

actual user

having

permission

under rule-9.

of 147


Page 87 of 147

Membership details of TSDF, CHWIF, Common

MEE etc.

BEIL Landfill

Details of Non-Hazardous waste & its disposal

(MSW and others)

--


Committee deliberated on MOEF&CC OM dated 25/11/2016 regarding consideration of projects for

Environmental Clearance based on Comprehensive Environmental Pollution Index (CEPI) – Lifting of

Moratorium in respect of industrial cluster / area of Vapi, Ankleshwar & Vatva. As the moratorium has

been lifted, Project proponent has applied to SEIAA, Gujarat for obtaining TOR.

Technical presentation was made by PP before the committee which included introduction to the project,

location of the project & lay out map, details of products & raw materials, manufacturing process and

resource requirement, details of hazards waste generation and its management, waste water

management system, Air pollution management system and proposed TOR. Committee noted that

existing discharge permission of the industrial and domestic effluent is 230.20 KLPD which will be

continued after proposed expansion. Due to proposed expansion, waste water generation will be 442.3

KLPD which will be reused after treatment.

The project proponent presented that they have already started baseline environmental monitoring from

January 2017 and requested to allow them to use the same for the preparation of the EIA report which

was agreed to by the committee.

After detailed discussion, the terms of reference (ToR) were prescribed as per Annexure- I for the EIA

study to be done covering 5 Km radial distance from the project boundary.

The TOR prescribed as per Annexure – I and the model ToRs available in the MoEF’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 shall be appraised on receipt of the final EIA report.

Committee decided to recommend for grant of TOR to SEIAA, Gujarat for the aforementioned proposal.

23 SIA/GJ/IND2/18697/2017 M/s: Ketix Chemicals Plot No. 501/K,GIDC-Ankleshwar, Dist: Bharuch

Screening & Scoping


• M/s: Ketix Chemicals(herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18697/2017 dated 06/03/2017.

Project status: New



Sr.

No.

Product

(API Intermediates & Fine

Chemicals)

Production Capacity

(Mt/Month)

1. Sodium Alkoxide 50

1 Sodium Methoxide 25%

of 147


Page 88 of 147

2. Derivative of Triazines 7

2 2-Chloro-4,6-Dimethoxy-[1,3,5]-

Triazine

3. Brominated products 6

3 4-Bromo AnisoleAnd/Or

4 4-Bromo PhenolAnd/Or

5 BromoBenzeneAnd/Or

6 HBr 48%And/Or

7 HBr In Acetic AcidAnd/Or

4. Hydroxylated Derivatives 10

8 Mono Methyl Ether Of

HydroquinoneAnd/Or

9 IsovanillinAnd/Or

10 IsovanillicAcidAnd/Or

5. Methoxylation Derivatives 6

11 VeratrolAnd/Or

12 VeratricAcidAnd/Or

13 VeratraldehydeAnd/Or

14 2-Methoxy PhenolAnd/Or

15 2-Ethoxy PhenolAnd/Or

6. Fragrance Intermediates 4

16 2-Methyl-4,5-Dimethoxybenzoic

Acid

7. Heterocyclic Compound

Derivatives

12

17 1,2-Methylenedioxybenzene

8. Amine Derivatives 5

18 2-(2-Methoxy Phenoxy) Ethyl

AmineAnd/Or

19 2-Amino-4-Fluoro

BenzophenoneAnd/Or

9. Aldehyde Derivatives 4

of 147


Page 89 of 147

20 Salicylaldehyde

10. Ketone Derivatives 5

21 3-Hydroxy AcetophenoneAnd/Or

22 2-Methyl-3-Oxo-PentanoateAnd/Or

11. Guanidine Derivatives 4

23 Guanidine Base

12. Silane Derivatives 4

24 Silane Derivative Of Hexenol

12. API (Synthetic Drugs) 2

25 BronopolAnd/Or

26 Ambroxol Hydrochloride And/Or

27 Tbhq (Tertiary Butyl

Hydroquinone)And/Or

Total 120



Total cost of

Proposed Project

(Rs. in Crores)

Rs. 100 Lac

Total Plot area

( sq. meter) 1211.25 Sqm

Green belt

area,/Tree

Plantation area

( sq. meter)

297.52Sqm

Water Source of Water

Supply

(GIDC, Bore well,

Surface water

etc...)

GIDC

Water

consumption

(KL/day)

Sr.

No.

Category Water Consumption (KL/Day)

Without

recycle

With recycle

1. Domestic 3.00 3.00

2. Industrial

Processing 6.30 6.30

Washing 2.00 2.00 recycle

Boiler 5.00 5.00

of 147


Page 90 of 147

Cooling 5.00 5.00 recycle

Gardening& other 3.00 3.00

(2.00 fresh + 1.00

Recycle)

Total(Industrial) 21.30 21.30

(13.3 fresh + 8.00

recycle)

Total

(Industrial +

Domestic)

24.30 24.30

(16.30 fresh + 8.00

recycle)

Waste water

generation

(KL/day)

Sr.

No.

Category Waste Water Generation

(KL/Day)

1. Domestic 2.00

2. Industrial

Process 8.5

Washing 2.00

Boiler 1.00

Cooling 1.00

Gardening& other 0.00

Total(Industrial) 12.50

Total

(Industrial +

Domestic)

14.50

Treatment facility

with capacity

(ETP, CETP,

MEE, STP etc).

Sr.

No.

Name Of Unit Quantity Capacity MOC

1. Oil/grease trap -

2. Equalization cum

neutralization tank-1

1 16 m3 RCC

4. Flash mixer 1 2.1 m3 -

5. Primary Chemical

Treatment Tank

1 10 m3 -

6. Final Discharge Tank 1 16 m3 -

Mode of Disposal

& Final meeting

point

Effluent will be send to M/s. Ankleshwar Cleaner Process

Technology Centre Limited (ACPTCL)/Unit will be ZLD.

Reuse/Recycle

details (KL/day) 8 KL/Day from Evaporator.

Air No. of

Boilers/TFH/Furna

ces/DG sets etc.

with capacities

viz. TPH, Kcal/hr,

MT/hr, KVA etc.

Sr

.

N

o.

Stack

Attach

ed

To

Stac

k

Heig

ht

Stack

Diamet

er

Fuel

Consumption/M

onth

Air

Polluti

on

Contro

l

Syste

m

Type

of

Emissi

on

Permissi

ble Limit

of 147


Page 91 of 147

1.

Boiler

(

1TPH)

33 m 0.75

cm

Natural Gas:

10000m3

Or

Bio-coal 9.5 MT

Bag

Filter

PM

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

2.

Boiler

(

1TPH)

33 m 0.75

cm

Natural Gas:

10000m3

Or

Bio-coal 9.5 MT

Bag

Filter

PM

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

3.

D.G.Se

t

(165

KVA)

( In

case of

power

failure

only )

9m 0.75

cm

Diesel:

200 Lit/Month --

PM

SO2

NOx

150

mg/NM3

100 PPM

50 PPM

Fuel consumption

Solid Fuel:

MT/Day

Gaseous Fuel:

SCM/day

Liquid fuel:

KL/day

Sr.

No.

Particulars Requirement Remark

Electricity

1. Electricity

connected

load

110 KVA DGVCL company

Fuel

2. Natural gas

for boiler

20000

M3/Month

Local Supplier

3. Bio-coal for

boiler

19 MT/Month

4. Diesel for DG

set

200 Lit/Month

APCM for flue gas As per clause 8(i)

Process

gas/Fugitive

emission details

i.e. Type of

pollutant gases

(SO2, HCl, NH3,

Cl2, NOxetc.)

Sr.

No.

Stack

Attached

To

Stac

k

Heig

ht

(m)

Stack

Diamet

er

(cm)

Air

Polluti

on

Contro

l

Syste

m

Type of

Emissi

on

Permissi

ble Limit

1. Brominated

product

reactor

9 m 20 cm Alkali

scrubb

er

HBr

VOC

20 mg/m3

--

2. Hydroxilaterea

ctors

9 m 20 Cm Alkali

scrubb

er

HCl

VOC

20 mg/m3

--

3. Methoxylation

derivative

reactor

9 m 20 Cm Alkali

scrubb

er

HCl

VOC

20 mg/m3

--

4. Amine

derivative

reactor

9 m 20 Cm Alkali

scrubb

er

HCl,

VOC

20 mg/m3

--

of 147


Page 92 of 147

5. API plant

reactor

9 m 20 cm Alkali

scrubb

er

HCl,

HBR

VOC

20 mg/m3

20

mg/Nm3

--

APCM for process

gas/fugitive

gaseous emission

details

As above

Hazardous waste management details

Membership details of TSDF, CHWIF,

Common MEE etc. Common MEE membership of M/s. ACPTCL

Details of Non-Hazardous waste & its

disposal

(MSW and others)

Sr.

No.

Waste Quantity Mode Of Disposal

1. Glass Waste ( Z 13) 0.1MT/month To TSDF

2. Paper waste (Z44) 0.3MT/month Incineration Facility

3. Bio-Medical Waste 0.05 MT/month Will be disposed off as

per Bio Medical Waste

Rules

4. Cotton waste 0.3MT/month Incineration Facility

5. Wooden Waste 0.5 MT/month Authorize

Vendors









management system, Air pollution management system and proposed TOR. Committee noted that it is a

new proposal with discharge of treated effluent to Ankleshwar Cleaner Process Technology Centre

Limited (ACPTCL).Provisional membership of ACPTCL is obtained by the unit for 13 KLPD of primarily

treated effluent.

The project proponent presented that they have already started baseline environmental monitoring from

October 2016 and requested to allow them to use the same for the preparation of the EIA report which

was agreed to by the committee.








of 147


Page 93 of 147

24 SIA/GJ/IND2/18707/2017 M/s: Kewin Chemicals Private Limited Plot No. C1/B-214, Phase-Ii, Gidc Ind.Estate, Vatva Ahmedabad

Screening & Scoping

Project Proponent remained absent during meeting, hence committee decided to defer the proposal in

one of the upcoming SEAC meeting.

25 SIA/GJ/IND2/18789/2017 M/s: R.P. Industries Plot No.314 - 315, GIDC-Panoli, Dist – Bharuch

Screening & Scoping


• M/s: R.P. Industries (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18789/2017 dated 15/03/2017.




tabulated below:

Sr.

No

Product Name of M/S R.P.Industries, Plot NO:

314,315,GIDC,Panoli,Dist:Bharuch.

Existing

Qty.

MTM

Proposed

Qty.

MTM

Total

Qty.

MTM

1 2 Mercapto Benzimidazole

42

42 42

2 5,Methyl 2 Mercapto Benzimidazole 0 42

3 5-Methoxy 2 Mercapto Benzimidazole 42 42

4 5 Difluro Methoxy 2 Mercapto Benzimidazole

6

6 6

5 3,4-Dimethoxy Benzoic Acid(Veratric Acid) 6 6

6 Acetone Thiosemi carbazole 0 6

7 2 Mercapto 5-Methoxy 1-H-Benzimidazole 0 60 60

8 2-Chloromethyl 3,4-Dimethoxy pyridine Hydrochloride (Pento Chloro) 0 10 10

9 5(Difluoromethoxy)-2-{[3,4-Dimethoxypyridine-2-yl)methyl]sulfyn}-

1H-Benzimidazole (Pento Sulphide) 0 5 5

10

5-methoxy-2-{[(4-methoxy-3,5-dimethylpyridin-2-yl)methyl]sulfinyl}-

1H-benzimidazole

(Omeprazole)

0 5 5

11

Sodium-5-(difluoromethoxy)-2-{[(3,4-dimethoxypyridin-2-

yl)methyl]sulfinyl} benzimidazol-1-ide

(Pantoprazole Sodium)

0 5 5

12 2,3,4,5-Bis-O-(1-methylethylidene)-β-D-fructopyranose 0 10 10

13 5 Difluro Methoxy 2 Mercapto Benzimidazole ( Crude to Finish ) 0 30 30

TOTAL 48 221 269

1 Sodium Sulfate (By product) 0 36.2 36.2

2 Salt (By product) 0 4.3 4.3

of 147


Page 94 of 147

3 Chloroform (By product) 0 2.0 2.0




Project

(Rs. in Crores)

8.17 Cr + 2.62 Cr = 10.79 Cr

Total Plot area

( sq. meter)

3750 Sq.m


Plantation area

( sq. meter)

500 Sq.m Existing + 500 Sq. Meter proposed

Water Source of Water Supply

(GIDC, Bore well, Surface

water etc...)

GIDC


Category Existing

KL/Day

*Proposed

(Additional)

KL/day

*Total after

Expansion

KL/day

(A) Domestic 1.0 1.0 2.0

(B) Gardening 2.0 1.0 3.0

(C) Industrial

Process 4.0 23.5 27.5

Washing 1.0 1.0 2.0

Boiler 4.0 1.0 5.0

Cooling 4.0 0.0 4.0

Scrubber 3.0 1.0 4.0

Total (A+B+C) : 47.5 KL /Day

*Ignore in case of New projects.


Category Existing

KL/Day

*Proposed

(Additional)

KL/day

*Total after

Expansion

KL/day

(A) Domestic 0.8 0.8 1.6

(B) Gardening 0.0 0.0 0.0

(C) Industrial

Process 6.0 29.0 35.0

Washing 1.0 1.0 2.0

Boiler 1.5 0.0 1.5

Cooling 1.5 0.0 1.5

scrubber 0.0 0.0 0.0

of 147


Page 95 of 147

Total Industrial waste

water

10.0 30.0 40.0




Primary & secondary ETP,

ETP capacity: 45 KLPD.


Domestic: Soak Pit system

Industrial: Treated in Effluent

Treatment Plant and discharged to

PETL, Panoli by tanker.

Reuse/Recycle details (KL/day) --

Air No. of Boilers/TFH/Furnaces/DG sets etc. with

capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

Boiler -01 : 600 Kg /Hr

Boiler -02 :- 1000 Kg /Hr

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

Bio Coal – 25 MT /M

LDO : 1.5 KL /M + 6.75 KL /M =

8.25 KL /M

APCM for flue gas Bag Filter & wet scrubber

Process gas/Fugitive emission details i.e. Type of

pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)

H2S

APCM for process gas/fugitive gaseous emission

details

Two stage alkali scrubber system

Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary

Movement) Rules 2016

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

120.0 MT


transportation, disposal

at TSDF site, BEIL.

2

Used oil Plant

machinery 5.1

30 Lit


reuse, disposal by

selling to registered

recycler

3 Discarded

containers /

Bags / Liners

Production 33.3

154.8 MT


decontamination,

reuse, transportation,

disposal by selling to

authorized recycler

4 Spent Carbon Production 36.2 Collection, storage,

of 147


Page 96 of 147

83.6 MT transportation, disposal

at BEIL for incineration.

5 Sludge from

wet scrubber Production 37.1

90 MT



at TSDF site, BEIL.

6 Distillation

Residue Production

27.2 MT Collection, storage,


at BEIL for incineration.

Quantity of discarded containers must be in MT/Annum.

Membership details of CETP, TSDF, CHWIF,

Common MEE etc.

PETL, Panoli & BEIL,

Ankleshwar









management system, Air pollution management system and proposed TOR. Committee noted that it is an

expansion proposal with discharge of treated effluent to PETP, Panoli through tanker Committee asked

PP to reduce fresh water consumption and provide adequate storage of raw materials and products.

Safety aspects of CS2 and other hazardous chemicals were discussed in detail. While discussing about

management of by-products, PP informed that Chloroform will be reused within premises and

management of other waste streams will be as per the Hazardous waste Rules 2016.








26 SIA/GJ/IND2/18588/2017 M/s: M J Chemical Industries Plot No. 170-172, Sudama Industrial Estate, Narol-Ranipur, Narol, Ahmedabad.

Screening & Scoping


• M/s: : M.J. Chemical Industries (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18588/2017 dated 06/03/2017.




of 147


Page 97 of 147

tabulated below:

Sr. No.

Name of Products Quantity (MT/month)

Existing Additional Total

1. Washing Detergent 5.0 0.0 5.0

2. Antistatic Oil 1.0 0.0 1.0

3. Antidusting Oil 1.0 0.0 1.0

4. Antidusting oil for spray dryer

5.0 0.0 5.0

5. Calsoline oil 2.0 0.0 2.0

6. T R oil 2.0 0.0 2.0

7. Mercirsing Agent 2.0 0.0 2.0

8. Washing agent 3.0 0.0 3.0

9. Wetting Agent/or liquid 15.0 0.0 15.0

10. Silicone Defoamer 1.0 0.0 1.0

11. Dyesol JDP 2.0 0.0 2.0

12. Decolorant 2.0 0.0 2.0

13. Dyefixing Agent 2.0 0.0 2.0

14. Cata softner 1.0 0.0 1.0

15. Stain Removing Agent 1.0 0.0 1.0

16. Wall Putty 3.0 0.0 3.0

17. Super Plastisizer 2.0 0.0 2.0

18. Carrier 1.0 0.0 1.0

19. Acrylic Paint 2.0 0.0 2.0

20. Amino Silicon 1.0 0.0 1.0

21. Liquid Detergent 1.0 0.0 1.0

22. Scouring Agent 2.0 0.0 2.0

23. Peroxide Killer 1.0 0.0 1.0

24. Polyelectrolyte 3.0 0.0 3.0

25. Floculating Agent 1 1.0 0.0 1.0

26. Floculating Agent 2 1.0 0.0 1.0

27. Adhesive 1 1.0 0.0 1.0

28. Adhesive 2 1.0 0.0 1.0

29. Adhesive 3 1.0 0.0 1.0

30. Citro W 1.0 0.0 1.0

31. Softener 1.0 0.0 1.0

32. OT Paste / DOSS 0.0 50.0 50.0

of 147


Page 98 of 147

33. Binder 0.0 10.0 10.0

34. Poly Vinyl Acetate 0.0 10.0 10.0

35. Phenol Formaldehyde

Resin

0.0 10.0 10.0

36. Urea Formaldehyde

Resin

0.0 2.4 2.4

TOTAL 86.0 82.4 168.4




Project

(Rs. in Crores)

@ Rs. 120 lac

Plot area

( sq. meter)

943 Sq.M.


Plantation area

( sq. meter)

312 Sq.M.

Source of Water Supply Outside through tanker

Water consumption

(KL/day)

Industrial: (Process, Washings, Utilities etc.) : 3.600

Domestic: 1.000, Gardening: 0.500

Waste water

generation(KL/day)

Industrial: (Process, Washings, Utilities etc.) : 0.200

Domestic: 1.000


capacity

Primary Treatment Plant& Evaporation


meeting point

Industrial: Zero Disposal

Domestic: Soak Pit

Reuse/Recycle details Partially, Reuse of treated effluent

No. of



Boiler : 1 No.,

TFH: 1 No.

Fuel consumption

(MT/hr & MT/Day)

Boiler : LPG: 10 NM3/hr,

TFH : LPG: 10 NM3/hr.

APCM for flue gas

emission

Boiler stack height: 11 m,

TFH stack height : 11 m

Process Gaseous emission

details

As such no gaseous emission but provision of Alkali Scrubber will

be provided of over heating

APCM for process

emissions

Alkali Scrubber for trapping of material during heating, if

Hazardous waste

(MT/Year)

Spent Oil: 0.005

ETP Sludge: 0.200

Discarded Containers/Bags/Liners: 0.5

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Page 99 of 147









management system, Air pollution management system etc. Committee noted that it is an expansion

proposal with zero liquid discharge as entire quantity of treated waste water will be evaporated. There will

be no gaseous emission however as a precautionary measure, alkali scrubber will be provided.




1. Adequacy of proposed area with respect to plant machineries , EMS, green belt , safety

aspect, raw material & product storage considering worst case scenario.

2. A tabular chart for the issues raised and addressed during public hearing/consultation and

commitment of the project proponent on the same should be provided. An action plan to

address the issues raised during public hearing and the necessary allocation of funds for the

same should be provided.




structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted

to the Gujarat Pollution Control Board for conducting the public consultation process as per the provisions

of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.


27 SIA/GJ/IND2/18714/2017 M/s: Indo Colchem Pvt. Ltd Plot No.36, GIDC, Vatva,Ahmedabad

Screening & Scoping


• M/s: Indo Colchem Pvt. Ltd (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18714/2017 dated 06/03/2017.




tabulated below:

Name of Products Total after Proposed

(MTPM)

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Sulpho tobiaz Acid (Existing)

S.O.Dyes(Existing)

50

250

S.O.Dyes (Proposed)

Reactive Black 5/mix,

Reactive red

195,250,223,111,198,120

Reactive yellow 44,84,145,

Reactive orange 107,122, 13,

Reactive

blue:160,221,198,FNG/FNR,2

20,

750

Total 1050




Project

3.50 Crores

Total Plot area 11,137 sq. M


Plantation area

1500 sq. M

Water

Source of Water Supply GIDC

Water consumption (KL/day): 430

Category Total After Proposed

KL/Day

(D) Domestic 8

(E) Gardening 2

(F) Industrial

Process (Water+ Ice) 360

Washing 20

Boiler 30

Cooling 10

Others(Scrubber) 10

Total(Industrial) 430



Category Proposed

KL/Day

(D) Domestic 8

(E) Gardening -

(F) Industrial

Process

• Concentrated Stream

• Diluted stream

40

230

Washing 20

Boiler 30

Cooling 10

Others(Scrubber) 10

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Page 101 of 147

Total Industrial waste water to CETP, Vatva

(Booked quantity)

300

Total Industrial waste water to MEE at Novel,Vatva 40




ETP In house

Capacity: 350 KL/day

MEE Vatva

CETP Vatva

Novel, Vatva


meeting point

Domestic: Soak pit

Industrial :CETP Vatva

MEE,Vatva

Novel, Vatva


(KL/day)

--

Air

No. of

Boilers/TFH/Furnaces/DG sets

etc. with capacities viz. TPH,

Kcal/hr, MT/hr, KVA etc.

Sr.

No

.

Stack

attached To

Stack

Heigh

t

(m)

Air

Pollution

Control

System

Pollutants

SPM

mg/NM3

SO2

ppm

NO

X

pp

m

1. Boiler-1

(0.8 TPH)

10 Cyclone

separators

2 Nos.

<150 <10

0

<50

2. Boiler-2

(0.8 TPH)

10 Cyclone

separators

2 Nos.

<150 <10

0

<50

3 Boiler-3

(o.6 TPH)

10 Cyclone

separators

2 Nos.

<150 <10

0

<50

4 HAG Boiler

20 2 Cyclones

+

1 Twin

Cyclone

system

(Additional

)

<150 <10

0

<50

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

APCM for flue gas

Process gas/Fugitive emission

details i.e. Type of pollutant

gases (SO2, HCl, NH3, Cl2, NOx

etc.)

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Page 102 of 147

APCM for process gas/fugitive

gaseous emission details

5 Evaporatio

n Spray

(4000

Lit/Hr)

15 2 Cyclones <150 <10

0

<50

6. D.G. Set

(275 KVA)

3 2 Nos. <150 <10

0

<50

7. Spray

Dryer-1

(1000

Lit/Hr)

20 2 Cyclones <150 <10

0

<50

8. Spray

Dryer-2

(500 Lit/Hr)

15 2 Cyclones <150 <10

0

<50

9. Spray

Dryer-3

(700 Lit/Hr)

20 2 Cyclones <150 <10

0

<50

Fuel Consumption detail:

No. Type

of Fuel Fuel Used in Quantity

1. Coal High temperature

spray dryer & Hot Air

Generator attached

with spray dryers.

25

MT/Day

2. Diesel D.G. Set 35 Lit/Hr

Process gas emission

Sr.

No.

Stack

attached

To

Stack

Height

(m)

Air

Pollution

Control

System

Pollutants

mg/NM3

1. Reaction

Vessel

Nitro

Isolator

Reaction

vessel

Blue base

Isolator

(Reactive

Blue

HEGN)

10 One

stage

scrubbing

system

NOx <50

2. Reaction

Vessel

Isolator -

1 No.

(Reactive

Yellow

160)

10 One

stage

scrubbing

system

SO2 <100

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3. Reaction

Vessel –

1 No. S.S

Reaction

Vessel 1

No.

Isolator

(Reactive

Orange

13)

10 One

stage

scrubbing

system

SO2 <100

HCl < 20

4. Reaction

Vessel 1

No.

Isolator

Vessel 1

No.

( Reactive

Blue 21)

10 One

stage

scrubbing

system

SO2 <100

5. Reaction

Vessel 1

No.

Sulfonator

Reaction

Vessel 1

No.

Isolator

(Reactive

Ciba

Yellow)

10 One

stage

scrubbing

system

SO2 <100

6 Reaction

Vessel 1

No.

Sulfonator

Reaction

Vessel 1

No.

Isolator

(Sulfo

Tobias

Acid)

10 One

stage

scrubbing

system

SO2 <100

Hazardous waste

(As per the Hazardous and Other Wastes (Management and Transboundary Movement)

Rules 2016.

Quantity of discarded containers must be in MT/Annum.

Sr. No. Type of

Waste and Category

Source of Generation

Quantity Disposal

1 ETP Sludge (35.3)

Effluent treatment plant

250 MT/Month

Collection, Storage, Transportation, Disposal to TSDF site

2 Iron Sludge (26.1)

Manufacturing Process

10 MT/Month

Collection, Storage, Transportation, Disposal to TSDF or Sell to Cement Industry.

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3 Spent Acid (26.3)

Manufacturing Process

300

MT/Month

To be sent to Novel

Reused in manufacturing processes in own premises/Sell to NOVEL in case when there is no production of those products in which spent acid is used.

4 Discarded Bags/ Containers/ Drums (33.1)

Raw material section

2 MT/Month

Used for packing of ETP waste.

5 Used Oil (5.1)

Lubrication of plant machineries

50 Lit/Year Storage into carboys and ultimately sell to registered re refiners

Membership details of CETP,

TSDF, CHWIF, Common MEE

etc.

CETP for discharge of treated waste water

MEE for concentrated stream

Novel for Spent Acid

Details of Non-Hazardous

waste & its disposal

(MSW and others)

AMC collection centre









management system, Air pollution management system etc. Committee noted that it is an expansion

proposal. Effluent generation will be 300 KLPD which will be treated in primary ETP and will be sent to

CETP, Vatva as per the booked quantity. Excessive quantity of waste water of 40 KLPD will be sent to

common MEE at NOVEL, Vatva




1. In case of CETP is not in position to take additional effluent load for the proposed project,

details of management of additional effluent load considering waste water discharge quantity

mentioned in existing CC&A.




structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report. Committee decided to recommend for grant of TOR to SEIAA, Gujarat for

the aforementioned proposal.

28 SIA/GJ/IND2/18651/2017 M/s: Suyog Life Sciences Pvt Ltd. Plot No. 145/B, GIDC Ankleshwar, Dist. Bharuch.

Screening & Scoping


• M/s: Suyog Life Sciences Pvt Ltd (herein after Project Proponent – PP) has submitted application

of 147


Page 105 of 147

vide their proposal no. SIA/GJ/IND2/18651/2017 dated 06/03/2017.




tabulated below:

LIST OF EXISTING PRODUCTS AS PER CC&A

Sr.

No.

Name of the Products Quantity

MT/M

1. 3,5 Dibenzyloxy Acetophenone 5.00

2. Methyl Nicotinate 2.00

3. 1 (2,3 Dichloro Phenyl) Piperazine Bydroghloride 2.00

4. Furoic Acid 2.5

5. 1h, 1,2,4 Triazole 3.00

6. Lasamide 2.00

7. 1 (2,4 Cichloro Phenyl) 2 (1- Imidazoleylethanol) 1.5

8. 4- Amino Pyridine 2.00

9. Dimethyl Ameno Propiophenone- 3 one HCl 2.00

10. Guaicol 2.00

11. Veratrole 2.00

12. Cetyl Pyridinium Chloride OR

Lauryl Pyridinium Chloride OR

Ambroxol Hydrchloride OR

Acebrophyline

12.00

Total 38 MT/M

FINAL PRODUCT LIST OF PROPOSED API AND/OR ITS INTRMEDIATES

AFTER EXPANSION

Sr.

No.

Name of Products Proposed

Capacity MT/M

Group A - Cardiovascular API and/or its intermediates AND/OR 59 MT/M

(either/or any

products) 01 Amlodipine Besylate and/or its intermediatesAND/OR

02 Atorvastatinand/or its intermediatesAND/OR

03 Candesartan Cilexetiland/or its intermediatesAND/OR

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04 Carvedilol and/or its intermediatesAND/OR

05 Fenofibrateand/or its intermediatesAND/OR

06 Irbesartanand/or its intermediatesAND/OR

07 Ivabradine and/or its intermediatesAND/OR

08 Lisinopril and/or its intermediatesAND/OR

09 Losartan Potassium and/or its intermediatesAND/OR

10 Macitentan and/or its intermediatesAND/OR

11 Nebivololand/or its intermediatesAND/OR

12 Olmesartan Medoxomiland/or its intermediatesAND/OR

13 Ramipril and/or its intermediatesAND/OR

14 Rivaroxaban and/or its intermediatesAND/OR

15 Rosuvastatinand/or its intermediatesAND/OR

16 Simvastatin and/or its intermediatesAND/OR

17 Telmisartanand/or its intermediatesAND/OR

18 Tolvaptanand/or its intermediatesAND/OR

19 Valsartanand/or its intermediatesAND/OR

Group B - Respiratory API and/or its intermediates AND/OR

20 Acebrophylline and/or its intermediatesAND/OR

21 Ambroxol Hydrochloride and/or its intermediatesAND/OR

22 Doxofyllineand/or its intermediatesAND/OR

23 Montelukast Sodiumand/or its intermediatesAND/OR

24 Pirfenidoneand/or its intermediatesAND/OR

Group C - Gastrointestinal API and/or its intermediates AND/OR

25 Dexlansoprazoleand/or its intermediates AND/OR

26 Lansoprazoleand/or its intermediatesAND/OR

27 Omeprazoleand/or its intermediatesAND/OR

28 Ondansetronand/or its intermediatesAND/OR

29 Pantoprazoleand/or its intermediatesAND/OR

30 Sofosbuvirand/or its intermediatesAND/OR

Group D - Neurologic API and/or its intermediates AND/OR

31 Celecoxiband/or its intermediatesAND/OR

32 Pregabalinand/or its intermediatesAND/OR

Group E - Psychiatric API and/or its intermediates AND/OR

33 Agomelatine and/or its intermediatesAND/OR

34 Amisulpride and/or its intermediatesAND/OR

35 Aripiprazoleand/or its intermediatesAND/OR

36 Azilsartan Medoxomil and/or its intermediatesAND/OR

37 Bupropion and/or its intermediatesAND/OR

38 Desvenlafaxineand/or its intermediatesAND/OR

39 Levomilnacipran Hydrochloride and/or its intermediatesAND/OR

40 Levosulpirideand/or its intermediatesAND/OR

41 Milnacipran Hydrochloride and/or its intermediatesAND/OR

42 Quetiapine Fumarateand/or its intermediatesAND/OR

43 Venlafaxineand/or its intermediatesAND/OR

Group F - Endocrinology API and/or its intermediates AND/OR

44 Canagliflozin and/or its intermediatesAND/OR

45 Glimepirideand/or its intermediatesAND/OR

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Page 107 of 147

46 Glipizide and/or its intermediatesAND/OR

47 Glyburide Or Glibenclamideand/or its intermediatesAND/OR

48 Pioglitazone Hydrochlorideand/or its intermediatesAND/OR

49 Sitagliptin Phosphateand/or its intermediatesAND/OR

50 Teneligliptinand/or its intermediatesAND/OR

Group G - Urologic API and/or its intermediates AND/OR

51 Dapoxetine and/or its intermediatesAND/OR

52 Mirabegron and/or its intermediatesAND/OR

53 Tadalafiland/or its intermediatesAND/OR

Group H - Rheumatologic API and/or its intermediates AND/OR

54 Febuxostatand/or its intermediatesAND/OR

Group I - Ophthalmic & Otolaryngological API and/or its intermediates

AND/OR

55 Betahistine Dihydrochloride and/or its intermediatesAND/OR

56 Brinzolamide and/or its intermediatesAND/OR

57 Desloratadineand/or its intermediatesAND/OR

58 Fexofenadine and/or its intermediatesAND/OR

59 Levocetirizine Dihydrochloride and/or its intermediatesAND/OR

60 Loratadineand/or its intermediatesAND/OR

Group J - Infectious Disease API and/or its intermediates AND/OR

61 Fluconazoleand/or its intermediatesAND/OR

Group K - Disinfectant API and/or its intermediates AND/OR

62 Cetrimideand/or its intermediatesAND/OR

63 Cetrimide 40% Solutionand/or its intermediatesAND/OR

64 Cetylpyridinium Chloride and/or its intermediatesAND/OR

65 Laurylpyridinium Chloride and/or its intermediatesAND/OR

66 Tetra Butyl Ammonium Bromideand/or its intermediatesAND/OR

67 Tetra Butyl Ammonium Chlorideand/or its intermediatesAND/OR

Group L - R&D API and/or its intermediates 2

Total 61 MT/M

LIST OF PROPOSEDAPI AND/OR ITS INTRMEDIATES

Sr.

No.

Name of Products Proposed capacity

MT/M

Group A - Cardiovascular API and/or its intermediates And/Or 59 MT/M

(either/or any

products) 01D Amlodipine BesylateAnd/Or

01A Phthaloyl amlodipineAnd/Or

01B Amlodipine BaseAnd/Or

01C Methyl 3‐aminocrotonateAnd/Or

02G AtorvastatinAnd/Or

02A Tertiary Butyl AcetateAnd/Or

02B (R)-4-Cyano-3-Hydroxybutyric Acid Ethyl EsterAnd/Or

02C (4R, Cis)-1,1-Dimethylethyl-6-Cyanomethyl-2,2-Dimethyl-1,3-

Dioxane-4-AcetateAnd/Or

02D Ethyl (S) - 4- Cyano -3-HydroxybutyrateAnd/Or

02E (4R-Cis)-1,1-Dimethylethyl-6-Aminoethyl-2,2Dimethyl-1,3-Dioxane-

4-AcetateAnd/Or

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Page 108 of 147

02F 4-Fluoro-alpha-(2-methyl-1-oxopropyl)-gamma-oxo-N,beta-

diphenylbenzene butaneamideAnd/Or

03J Candesartan CilexetilAnd/Or

03A benzoic acid, 2‐[[(1,1‐dimethylethoxy)carbonyl]amino]‐3‐nitro‐methyl

esterAnd/Or

03B Methyl 2‐ethoxybenzimidazole‐7‐carboxylateAnd/Or

03C Methyl

1‐[(2'‐cyanobiphenyl‐4‐yl)methyl]‐2‐ethoxy‐1H‐benzimidazole‐7‐carbo

xylateAnd/Or

03D Trityl candesartanAnd/Or

03E 1‐Chloroethyl cyclohexyl carbonateAnd/Or

03F 2‐[[(1,1‐Dimethylethoxy)carbonyl]amino]‐3‐nitrobenzoic acid ethyl

esterAnd/Or

03G Ethyl

2‐ethoxy‐1‐[(2'‐cyanobiphenyl‐4‐yl)methyl]‐1H‐benzimidazole‐7‐carbo

xylateAnd/Or

03H Candesartan ethyl esterAnd/Or

03I Trityl candesartan cilexetilAnd/Or

04H CarvedilolAnd/Or

04A 1,3-CyclohexanedioneAnd/Or

04B 1,2,3,9-tetrahydro-4H-carbazol-4-oneAnd/Or

04C 4-HydroxycarbazoleAnd/Or

04D 4-(2,3-Epoxypropoxy)carbazoleAnd/Or

04E 2-(2-Methoxyphenoxy)ethylamineAnd/Or

04F N-(2-(2-Methoxyphenoxy)ethyl)benzylamineAnd/Or

04G 2-[2-(2-methoxyphenoxy)ethyl]-1H-isoindole-1,3(2H)-dioneAnd/Or

05C FenofibrateAnd/Or

05A 4‐Chloro‐4'‐hydroxybenzophenoneAnd/Or

05B Fenofibric acidAnd/Or

06F IrbesartanAnd/Or

06A 5-(4'-Bromomethyl-1,1'-biphenyl-2-yl)-1-triphenylmethyl-1H-

tetrazoleAnd/Or

06B 2-Butyl-4-spirocyclopentane-2-imidazolin-5-one hydrochlorideAnd/Or

06C 4-Bromomethyl-2-cyanobiphenylAnd/Or

06D 4'-[(2-Butyl-4-oxo-1,3-diazaspiro[4.4]non-1-en-3-yl)methyl]biphenyl-

2-carbonitrileAnd/Or

06E TritylIrbesartanAnd/Or

07G IvabradineAnd/Or

07A 7,8-Dimethoxy-1,3,4,5-tetrahydrobenzo[d]azepin-2-oneAnd/Or

07B (1S)-4,5-Dimethoxy-1-[(methylamino)methyl]benzocyclobutane

hydrochlorideAnd/Or

07C 7,8-dimethoxy-1,3,4,5-tetrahydro-2H-3-Benzazepin-2-one

HydrochlorideAnd/Or

07D 7,8-dimethoxy-1,3-dihydro-2h-benzazepin-2-oneAnd/Or

07E 7,8-Dimethoxy-3-(3-iodopropyl)-1,3-dihydro-2H-3-benzazepin-2-

oneAnd/Or

07F 3-(3-chloropropyl)-1,3-dihydro-7,8-dimethoxy-2h-3-benzazepin-2-

ONEAnd/Or

08F LisinoprilAnd/Or

08A N2‐(1S‐Ethoxycarbonyl‐3‐phenylpropyl)‐N6‐trifluoroacetyl

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Page 109 of 147

L‐lysineAnd/Or

08B N2‐1[(1S)‐Ethoxycarbonyl‐3‐phenylpropyl]‐N6‐trifluoroacetyl‐L‐lysyl‐

L‐prolineAnd/Or

08C N‐6‐Trifluoroacetyl‐L‐lysineAnd/Or

08D N6‐Trifluoroacetyl‐L‐lysyl‐L‐prolineAnd/Or

08E L‐Proline benzyl ester hydrochlorideAnd/Or

09I Losartan PotassiumAnd/Or


tetrazoleAnd/Or

09B 2-Butyl-4-chloro-5-formylimidazoleAnd/Or

09C 4-Bromomethyl-2-cyanobiphenylAnd/Or

09D 4'‐Methyl‐2‐cyanobiphenyl v And/Or

09E 4'-[(2-Butyl-4-chloro-5-hydroxymethyl-1H-imidazol-1-yl)methyl]-1,1'-

biphenyl-2-carbonitrileAnd/Or

09F [2-Butyl-4-chloro-1-[(2'-(1-trityl-1H-tetrazol-5-yl)biphenyl-4-

yl)methyl]-1H-imidazol-5-yl]methanolAnd/Or

09G Trityl losartan, 2-Butyl-4-chloro-1-[2'(2-trityl-2H-tetrazol-5-

yl)biphenyl-4-ylmethyl]-1H-imidazol-5-ylmethanolAnd/Or

09H Losartan, 2-Butyl-4-chloro-1-[p-(o-1H-tetrazol-5-

ylphenyl)benzyl]imidazole-5- methanolAnd/Or

10G MacitentanAnd/Or

10A 2‐Amino‐5‐bromopyrimidineAnd/Or

10B 5‐Bromo‐2‐chloropyrimidineAnd/Or

10C 5‐Bromo‐2‐iodopyrimidineAnd/Or

10D N‐Propyl‐sulfamide potassium saltAnd/Or

10E N‐Propylsulfamide And/Or

10F 4,6‐Dichloro‐5‐(4‐bromophenyl)pyrimidineAnd/Or

11J NebivololAnd/Or

11A (±)-[1S*(R*)]-6-Fluoro-3,4-Dihydro-2-Oxiranyl-2H-1-

BenzopyranAnd/Or

11B (±)-[1R*(R*)]-6-Fluoro-3,4-Dihydro-2-Oxiranyl -2H-1-

BenzopyranAnd/Or

11C 4-(5-Fluoro-2-hydroxyphenyl)-4-oxo-2-butenoic acidAnd/Or

11D 6-Fluoro-3,4-dihydro-4-oxo-2H-1-benzopyran-2-carboxylic

AcidAnd/Or

11E 6-Fluoro-3,4-dihydro-2H-1-benzopyran-2-carboxylic acidAnd/Or

11F (S)- 6-Fluoro-3,4-dihydro-2H-1-benzopyran-2-carboxylic acidAnd/Or

11G (R )-6-Fluoro-3,4-dihydro-2H-1-benzopyran-2-carboxylic acidAnd/Or

11H (6-fluoro-3,4-dihydro-2H-1-benzopyran-2-yl)(piperidin-1-

yl)methanoneAnd/Or

11I 6-Fluoro-3,4-dihydro-2-oxiranyl-2H-1-benzopyranAnd/Or

12J OlmesartanMedoxomilAnd/Or

12A Diethyl 2‐propylImidazoledicarbonateAnd/Or

12B Ethyl

4‐(1‐hydroxy‐1‐methylethyl)‐2‐propyl‐imidazole‐5‐carboxylateAnd/Or

12C 4‐Cloromethyl‐5‐methyl‐1,3‐dioxol‐2‐oneAnd/Or

12D 4‐(1‐Hydroxy‐1‐methylethyl)‐2‐propyl‐1‐[[2'‐[(triphenylmethyl)‐1H‐tet

razol‐5‐yl][1,1'‐biphenyl]‐4‐yl]methyl]‐1H‐imidazole‐5‐carboxylic acid

ethyl esterAnd/Or

12E 4'‐Methyl‐2‐cyanobiphenylAnd/Or

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Page 110 of 147

12F 5‐(4'‐Bromomethyl‐1,1'‐biphenyl‐2‐yl)‐1‐triphenylmethyl‐1H‐tetrazole

And/Or

12G 5‐[4'‐(Bromomethyl)‐[1,1'‐biphenyl]‐2‐yl]‐2‐(triphenylmethyl)‐2H‐tetra

zoleAnd/Or

12H TritylolmesartanAnd/Or

12I 4,5‐Dimethyl‐1,3‐dioxol‐2‐oneAnd/Or

13H RamiprilAnd/Or

13A Methyl 2‐acetamido‐3‐chloro‐L‐propionateAnd/Or

13B (S,S)‐2‐Azabicyclo[3,3,0]‐octane‐3‐carboxylic acid benzylester

hydrochlorideAnd/Or

13C (S,S,S)‐2‐Azabicyclo[3,3,0]‐octane‐carboxylic acid benzylester

hydrochlorideAnd/Or

13D (1S,3S,5S)‐2‐Azabicyclo[3,3,0]octane‐3‐carborylic acid benzyl ester

hydrochlorideAnd/Or

13E Ethyl 3-benzoylacrylateAnd/Or

13F N-Acethyl-3-chloro-L-serine Methyl esterAnd/Or

13G N-[1-(S)-Ethoxy carbonyl-3-phenylpropyl]-L-alanineAnd/Or

14M RivaroxabanAnd/Or

14A (S)‐4‐(4‐(5‐(Aminomethyl)‐2‐oxooxazolidin‐3‐yl)phenyl)morpholin‐3‐

oneAnd/Or

14B 5‐Chlorothiophene‐2‐carboxylic acidAnd/Or

14C 4‐(4‐Aminophenyl)morpholin‐3‐oneAnd/Or

14D (S)‐(+)‐GLYCIDYLPHTHALIMIDEAnd/Or

14E 4‐[4‐[(5S)‐5‐(Aminomethyl)‐2‐oxo‐3‐oxazolidinyl]phenyl]‐3‐morpholi

none hydrochlorideAnd/Or

14F 2‐AnilinoethanolAnd/Or

14G 2‐[[(5S)‐2‐Oxo‐3‐[4‐(3‐oxo‐4‐morpholinyl)phenyl]‐5‐oxazolidinyl]met

hyl]‐1H‐isoindole‐1,3(2H)‐dioneAnd/Or

14H (R)‐(+)‐GlycidolAnd/Or

14I 5‐Chlorothiophene‐2‐carbonyl chlorideAnd/Or

14J 2‐[(2R)‐2‐Hydroxy‐3‐[[4‐(3‐oxo‐4‐morpholinyl)phenyl]amino]propyl]‐

1H‐isoindole‐1,3(2H)‐dioneAnd/Or

14K (R)‐N‐(2,3‐Epoxypropan‐1‐yl)phthalimideAnd/Or

14L (R)‐4‐[4‐[(3‐Chloro‐2‐hydroxypropyl)amino]phenyl]morpholin‐3‐oneA

nd/Or

15 RosuvastatinAnd/Or

15A tert-Butyl (4R-cis)-6-[(acetyloxy)methyl]-2,2-dimethyl-1,3-dioxane-4-

acetateAnd/Or

15B T-butyl-(3R,5S)-6-hydroxy 3,5-O-isopropylidene 3,5-

dihydroxyhexanoateAnd/Or

15C 4-(4-Fluorophenyl)-6-isopropyl-2-[(N-methyl-n-

methylsulfonyl)amino]pyrimidine-5-yl-methanolAnd/Or

15D 4-(4-Fluorophenyl)-6-Isopropyl-2-[(N-Methyl-N-

Methylsulfonyl)Amino]Pyrimidinyl-5-Yl-FormylAnd/Or

15E Tert-Butyl (6E)-7-[4-(4-fluorophenyl)-6-isopropyl-2-

[methyl(methylsulfonyl)amino]pyrimidin-5-yl]-(3R,5S)-3,5-

dihydroxyhept-6-enoateAnd/Or

15F 5-Pyrimidinecarboxylic acid, 4-(4-fluorophenyl)-6-(1-methylethyl)-2-

[methyl(methylsulfonyl)amino]-, methyl esterAnd/Or

15G Methanesulfonamide, N-[4-(4-fluorophenyl)-5-(hydroxymethyl)-6-(1-

methylethyl)-2-pyrimidinyl]-N-methylAnd/Or

15H Methanesulfonamide, N-[5-(bromomethyl)-4-(4-fluorophenyl)-6-(1-

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15I Methanesulfonamide, N-[5-[(diphenylphosphinyl)methyl]-4-(4-

fluorophenyl)-6-(1-methylethyl)-2-pyrimidinyl]-N-methylAnd/Or

15J Methanesulfonamide, N-[4-(4-fluorophenyl)-5-formyl-6-(1-


15K Phosphonium, [[4-(4-fluorophenyl)-6-(1-methylethyl)-2-

[methyl(methylsulfonyl)amino]-5-pyrimidinyl]methyl]triphenyl-,

bromideAnd/Or

15L (3S)-4-chloro-3-hydorxybutyronitrileAnd/Or

15M Ethyl (3S)-(-)-4-chloro-3-hydroxybutyrateAnd/Or

15N Hexanoic acid, 6-chloro-3,5-dihydroxy-, 1,1-dimethylethyl ester,

(3R,5S)And/Or

15O D-erythro-Hexonic acid, 2,4-dideoxy-3,5-O-(1-methylethylidene)-, 1,1-

dimethylethyl esterAnd/Or

15P L-erythro-Hexuronic acid, 3,5-dideoxy-2,4-O-(1-methylethylidene)-,

1,1-dimethylethyl esterAnd/Or

15Q 3-(tert-Butyldimethylsilyloxy)glutaric anhydrideAnd/Or

15R Benzyl (R)-(-)-mandelateAnd/Or

15S (3R)-3-(tert-Butyldimethylsilyloxy)glutaric acid -1-((R)-(-)-mandelic

acid esterAnd/Or

15T Pentanedioic acid, 3-[[(1,1-dimethylethyl)dimethylsilyl]oxy]-,

monomethyl ester, (R)And/Or

15U Methyl (3R)-3-(tert-butyldimethylsilyloxy)-5-oxo-6-

triphenylphosphoranylidene hexanateAnd/Or

15V 1,3-Dioxane-4-acetic acid,6-[(1E)-2-[4-(4-fluorophenyl)-6-(1-

methylethyl)-2-[methyl(methylsulfonyl)amino]-5-pyrimidinyl]ethenyl]-

2,2-dimethyl-, 1,1-dimethylethyl ester, (4R,6S)And/Or

15W Methyl 7-[4-(4-fluorophenyl)-6-isopropyl-2-(N-methyl-N-

methylsulfonylamino)pyrimidin-5-yl]-(3R)-3-hydroxy-5-oxo-(E)-6-

heptenateAnd/Or

15X Rosuvastatin Methyl EsterAnd/Or

15Y Rosuvastatintert-Butyl EsterAnd/Or

15Z Rosuvastatin Ethyl EsterAnd/Or

15Z1 Rosuvastatin Isopropyl EsterAnd/Or

15Z2 Rosuvastatin Acid And/Or

15Z3 Rosuvastatin Lactone And/Or

15Z4 RosuvastatinMethanamine Salt And/Or

15Z5 Rosuvastatin SodiumAnd/Or

16B SimvastatinAnd/Or

16A Simvastatin ammonium saltAnd/Or

17O TelmisartanAnd/Or

17A 4‐Methyl‐2‐n‐propyl‐1H‐benzimidazole‐6‐carboxylic acidAnd/Or

17B 2‐n‐Propyl‐4‐methyl‐6‐(1‐methylbenzimidazole‐2‐yl)benzimidazoleAn

d/Or

17C Methyl 4'‐bromomethyl biphenyl‐2‐carboxylateAnd/Or

17D 4'‐Methylbiphenyl‐2‐carboxylic acidAnd/Or

17E Methyl 4'‐methylbiphenyl‐2‐carboxylateAnd/Or

17F Telmisartan methyl esterAnd/Or

17G Methyl 4'‐bromomethylbiphenyl‐2‐carboxylateAnd/Or

17H Methyl 4‐(butyrylamino)‐3‐methyl‐5‐nitrobenzoateAnd/Or

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17I 4‐Bromomethyl‐2‐cyanobiphenylAnd/Or

17J 4'‐Methyl‐2‐cyanobiphenylAnd/Or

17K N‐Methyl‐1,2‐benzenediamine dihydrochlorideAnd/Or

17L Methyl 4‐amino‐3‐methylbenzoateAnd/Or

17M tert‐Butyl 4'‐(bromomethyl)biphenyl‐2‐carboxylateAnd/Or

17N 4'‐[(1,4'‐Dimethyl‐2'‐propyl[2,6'‐bi‐1H‐benzimidazol]‐1'‐yl)methyl]‐[1,

1'‐biphenyl]‐2‐carbonitrileAnd/Or

18K TolvaptanAnd/Or

18A 7‐chloro‐1,2,3,4‐tetrahydro‐5H‐1‐benzazepin‐5‐oneAnd/Or

18B 7‐Chloro‐1,2,3,4‐tetrahydro‐1‐(2‐methyl‐4‐nitrobenzoyl)‐5H‐1‐benzaze

pin‐5‐oneAnd/Or

18C 1‐(4‐Amino‐2‐methylbenzoyl)‐7‐chloro‐1,2,3,4‐tetrahydro‐5H‐1‐benza

zepin‐5‐oneAnd/Or

18D N‐[4‐[(7‐Chloro‐2,3,4,5‐tetrahydro‐5‐oxo‐1H‐1‐benzazepin‐1‐yl)carbo

nyl]‐3‐methylphenyl]‐2‐methylbenzamideAnd/Or

18E 7‐Chloro‐1,2,3,4‐tetrahydrobenzo[b]azepin‐5‐oneAnd/Or

18F 2‐Methyl‐4‐(2‐methylbenzoylamino)benzoic acidAnd/Or

18G o‐Toluoyl chlorideAnd/Or

18H 2‐Methyl‐4‐nitrobenzoic acidAnd/Or

18I Ethyl 4‐bromobutyrateAnd/Or

18J 4'‐Chloro‐2‐bromoacetophenoneAnd/Or

19G ValsartanAnd/Or


tetrazoleAnd/Or

19B 4-Bromomethyl-2-cyanobiphenylAnd/Or

19C L-Valine methyl ester hydrochlorideAnd/Or

19D L-Valine benzyl ester hydrochlorideAnd/Or

19E L-Valine benzyl ester p-toluene sulfonateAnd/Or

19F N-[(2'-Cyano[1,1'-biphenyl]-4-yl)methyl]-L-valine methyl ester

hydrochlorideAAnd/Or

Group B - Respiratory API and/or its intermediates

20 AcebrophyllineAnd/Or

21C Ambroxol HydrochlorideAnd/Or

21A 2-amino-3,5-dibromo benzaldehydeAnd/Or

21B trans‐4‐AminocyclohexanolAnd/Or

22C DoxofyllineAnd/Or

22A 2‐Bromomethyl‐1,3‐dioxolaneAnd/Or

22B Bromoacetaldehyde dimethyl acetalAnd/Or

23F Montelukast SodiumAnd/Or

23A 2-[1-(Mercaptomethyl) cyclopropyl] acetic acidAnd/Or

23B Methyl-E-2-[3-[3-[2-(7-chloro-2-quinolinyl)ethenyl]phenyl]-3-oxo-

propyl] benzoateAnd/Or

23C 2-(2-(3-(2-(7-chloro-2-quinolinyl)-ethenylphenyl)-3-

hydroxypropyl)phenyl)-2-propanolAnd/Or

23D (1-mercaptomethyl) cyclopropane methyl acetateAnd/Or

23E [(R)-(E)] -1- [ [ [-1- [3-[2-(7-chloro-2-quinolinyl) ethenyl ] phenyl ] -3-

[ 2-( 1-hydroxy -1- methylethyl ) phenyl ] propyl ]thio ] methyl ]

Cyclopropane acetic acid dicyclohexylamine salt or

MontelukastDicyclohexylamine SaltAnd/Or

24B PirfenidoneAnd/Or

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24A 2‐Hydroxy‐5‐methylpyridineAnd/Or

Group C - Gastrointestinal API and/or its intermediates

25B DexlansoprazoleAnd/Or

25A L(+)‐Diethyl L‐tartrateAnd/Or

26G LansoprazoleAnd/Or

26A VanadylacetylacetonateAnd/Or

26B 2-[[(3-Methyl-4-(2,2,2-trifluoroethoxy)- 2-pyridinyl)methyl]thio]-1H-

benzimidazoleAnd/Or

26C 2-Chloromethyl-3-methyl-4-(2,2,2-trifluoroethoxy)pyridine

hydrochlorideAnd/Or

26D 2-Hydroxymethyl-3-methyl- 4-(2,2,2-trifluoroethoxy) pyridine

hydrochlorideAnd/Or

26E 2-Hydroxymethyl-3-methyl- 4-(2,2,2-trifluoroethoxy) pyridineAnd/Or

26F 2,3-Dimethyl-4-nitropyridine- N-oxideAnd/Or

27F OmeprazoleAnd/Or

27A 4-Nitro -3, 5 Dimethyl-1-oxide pyridineAnd/Or

27B 2-Hydroxy methyl-3, 5-dimethyl-4-methoxy pyridineAnd/Or

27C 2-Chloromethyl –3, 5-dimethyl-4-methoxy pyridine

hydrochlorideAnd/Or

27D 5-Methoxy-2-[[(4-methoxy-3,5-dimethyl-2-pyridinyl)-2-methyl]thio]-

1H-benzimidazoleAnd/Or

27E 5-Methoxy-2-Mercapto BenzimidazoleAnd/Or

28D OndansetronAnd/Or

28A 3-[(Dimethylamino)methyl]-1,2,3,9-tetrahydro-9-methyl-4H-carbazol-

4-one hydrochlorideAnd/Or

28B 1,2,3,4-Tetrahydro-9-methylcarbazol-4-oneAnd/Or

28C Ondansetron baseAnd/Or

29D PantoprazoleAnd/Or

29A 2-Chloromethyl-3,4-Dimethoxy Pyridine HydrochlorideAnd/Or

29B 5-Difluoromethoxy-2-Mercapto-1H-BenzimidazoleAnd/Or

29C 5-(Difluoromethoxy)-2-[[[(3,4-Dimethoxy-2-Pyridinyl]Methyl]Thio]-

1H-BenzimidazoleAnd/Or

30P SofosbuvirAnd/Or

30A (R)‐(+)‐2,2‐Dimethyl‐1,3‐dioxolane‐4‐carboxaldehydeAnd/Or

30B (2E)‐3‐[(4S)‐2,2‐DiMethyl‐1,3‐dioxolan‐4‐yl]‐2‐Methyl‐2‐propenoic

acid ethyl esterAnd/Or

30C (2R)‐2‐Deoxy‐2‐fluoro‐2‐methyl‐D‐erythropentonic acid

gamma‐lactone 3,5‐dibenzoateAnd/Or

30D (3R,4R,5R)‐3‐fluoro‐4‐hydroxy‐5‐(hydroxyMethyl)‐3‐Methyl‐dihydrof

uran‐2(3H)‐oneAnd/Or

30E D‐Arabinonic acid, 2‐C‐methyl‐4,5‐O‐(1‐methylethylidene)‐,ethyl

esterAnd/Or

30F N4‐BenzoylcytosineAnd/Or

30G N‐[2‐[(trimethylsilyl)oxy]‐4‐pyrimidinyl]And/Or

30H Uridine, 2'‐deoxy‐2'‐fluoro‐2'‐Methyl‐, (2'R)And/Or

30I N‐[(S)‐(2,3,4,5,6‐Pentafluorophenoxy)phenoxyphosphinyl]‐L‐alanine

1‐methylethyl esterAnd/Or

30J Cytidine, N‐benzoyl‐2'‐deoxy‐2'‐fluoro‐2'‐Methyl‐, 3',5'‐dibenzoate,

(2'R)And/Or

30K N‐[(S)‐(4‐Nitrophenoxy)phenoxyphosphinyl]‐L‐alanine 1‐methylethyl

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esterAnd/Or

30L 2'‐deoxy‐2'‐fluoro‐2'‐C‐methylcytidineAnd/Or

30M L‐Alanine isopropyl ester hydrochlorideAnd/Or

30N PentafluorophenolAnd/Or

30O 4‐Nitrophenyl phosphoryldichlorideAnd/Or

Group D - Neurologic API and/or its intermediates

31F CelecoxibAnd/Or

31A 4‐Hydrazinobenzene‐1‐sulfonamide hydrochlorideAnd/Or

31B 4‐HydrazinobenzenesulfonamideAnd/Or

31C 4‐Sulfonamide‐phenylhydrazine hydrochlorideAnd/Or

31D l‐(4‐Methylphenyl)‐4,4,4‐trifluorobutane‐1,3‐dioneAnd/Or

31E Ethyl trifluoroacetateAnd/Or

32D PregabalinAnd/Or

32A (+)-3-(Carbamoyl Methyl)-5-Methylhexanoic AcidAnd/Or

32B (R)-(-)-3-(Carbamoyl Methyl)-5-Methyl Haxanic AcidAnd/Or

32C 3-(Aminomethyl)-5-Methylhexanoic Acid (Racemic Pregabalin)

And/Or

Group E - Psychiatric API and/or its intermediates

33I AgomelatineAnd/Or

33A 7-methoxy-1-tetraloneAnd/Or

33B 7-methoxy-1-naphthalene acetic acidAnd/Or

33C 7-methoxy-1-naphthalene acetamideAnd/Or

33D 7-methoxy-1-naphthyl acetonitrileAnd/Or

33E 2‐(7‐Methoxy‐1‐naphthyl)ethylamine hydrochlorideAnd/Or

33F 7‐Methoxy‐3,4‐dihydro‐1‐naphthalenylacetonitrileAnd/Or

33G 2‐(7‐Methoxynaphthalen‐1‐Yl)EthanamineAnd/Or

33H 7‐Methoxy‐1‐naphthaleneacetic acid ethyl esterAnd/Or

34J AmisulprideAnd/Or

34A 4‐Amino‐5‐ethylsulfonyl‐2‐methoxybenzoic acidAnd/Or

34B Methyl 4‐amino‐5‐ethylsulfonyl‐2‐methoxybenzoateAnd/Or

34C Methyl 4‐amino‐5‐ethylsulfonyl‐2‐methoxybenzoateAnd/Or

34D 2‐Methoxy‐4‐amino‐5‐ethylthiobenzoic acidAnd/Or

34E 2‐(Aminomethyl)‐1‐ethylpyrrolidineAnd/Or

34F Methyl 4‐amino‐2‐methoxybenzoateAnd/Or

34G 4‐Aminosalicylic acidAnd/Or

34H Methyl 4‐amino‐2‐methoxy‐5‐thiocyanobenzoate And/Or

34I Methyl 2‐methoxy‐5‐sulfamoylbenzoate And/Or

35E Aripiprazole And/Or

35A 3,4-Dihydro-7-(4-bromobutoxy)-2(1H)-quinolinone And/Or

35B 3,4-Dihydro-7-hydroxy-2(1H)-quinolinone And/Or

35C 1-(2,3-Dichlorophenyl)piperazine hydrochloride And/Or

35D 5-Chloroacetyl-6-chloro-1,3-dihydro-2H-indole-2-one And/Or

36I AzilsartanMedoxomil And/Or

36A Methyl 1‐[(2'‐cyanobiphenyl‐4‐yl)methyl]‐2‐ethoxy‐1H‐benzimidazole‐

7‐carboxylate And/Or

36B Methyl 2‐ethoxybenzimidazole‐7‐carboxylate And/Or

36C 1‐[[2'‐(2,5‐Dihydro‐5‐oxo‐1,2,4‐oxadiazol‐3‐yl)[1,1'‐biphenyl]‐4‐yl]me

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thyl]‐2‐ethoxy‐1Hbenzimidazole‐7‐carboxylic acid ethyl ester And/Or

36D 4‐(Hydroxymethyl)‐5‐methyl‐1,3‐dioxol‐2‐one And/Or

36E 3-(2'-Cyano-biphenyl-4-ylmethyl)-2-ethoxy-3H-benzoimidazole-4-

carboxylic acid methyl ester And/Or

36F 4-Chloromethyl-5-methyl-1,3-dioxol-2-one And/Or

36G Methyl 2-ethoxy-1-((2'-(N-hydroxycarbamimidoyl)-[1,1'-biphenyl]-4-

yl)methyl)-1H-benzo[d]imidazole-7-carboxylate And/Or

36H Methyl 2-ethoxy-1-((2`-(5-oxo-2,5-dihydro-1,2,4-oxadiazol-3-yl)

biphenyl-4-yl)Methyl)-1H-benzo[d] imidazole-7-carboxylate And/Or

37C Bupropion And/Or

37A 2-Bromo-3'-chloropropiophenone And/Or

37B 3-chlorobenzonitrile And/Or

38J Desvenlafaxine And/Or

38A 1‐[1‐(4‐Benzyloxyphenyl)‐2‐(dimethylamino)ethyl]cyclohexanol

And/Or And/Or

38B O‐Desmethylvenlafaxine And/Or

38C 1‐(2,3‐Dichlorophenyl)piperazine hydrochloride And/Or

38D 4‐Benzyloxyphenylacetic acid And/Or

38E 4‐Hydroxyphenylacetic acid And/Or

38F 4‐(Benzyloxy)‐N,N‐Dimethylphenylacetamide And/Or

38G (1‐Hydroxycyclohexyl)(4‐hydroxyphenyl)acetonitrile And/Or

38H 1‐[2‐Amino‐1‐(4‐hydroxyphenyl)ethyl]cyclohexanol And/Or

38I 1‐[2‐dimethylamino‐1‐(4‐benzyloxyphenyl) ethylcyclohexanol And/Or

39B Levomilnacipran Hydrochloride And/Or

39A

(1S,5R)-1-phenyl-3-oxabicyclo[3.1.0]hexan-2-one [specific lactone]

And/Or

40C Levosulpiride And/Or

40A (S)-2-(Aminomethyl)-1-ethylpyrrolidine And/Or

40B Methyl 2-methoxy-5-sulfamoylbenzoate And/Or

41D Milnacipran Hydrochloride And/Or

41A (1s,5r)-1-phenyl-3-oxabicyclo(3.1.0)hexan-2-one And/Or

41B

cis-2-((1,3-dihydro-1,3-dioxo-2h-isoindol-2-yl)methyl-n,n-diethyl-1-

phenylcyclopropane carboxamide And/Or

41C (Z)-1-phenyl-2-(phthalimidomethyl) cyclopropane carboxylic acid

And/Or

42I Quetiapine Fumarate And/Or

42A Dibenzo [B,F] [1,4] Thiazepine, 11-(1-[Piperazinyl] Dihydrochloride

And/Or

42B 10,11‐Dihydro‐11‐oxodibenzo[b,f][1,4]thiazepine And/Or

42C 11‐Piperazinodibenzo[b,f][1,4]thiazepinedihydrochloride And/Or

42D Phenyl‐2‐(phenylthio)‐phenyl carbamate And/Or

42E 11‐(1‐Piperazinyl)‐Dibenzo[B,F][1,4]Thiazepin Hydrochloride And/Or

42F 2‐(Phenylthio)aniline And/Or

42G 2‐Nitrodiphenyl sulfide And/Or

42H 1‐Hydroxyethylethoxypiperazine And/Or

43D Venlafaxine And/Or

43A 1-(Hydroxycyclohexyl)(4- Methoxyphenyl)Acetonitrile And/Or

43B 1-(2-Amino(4-Methoxyphenyl)Ethyl) CyclohexanolHcl And/Or

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43C 1-(2-Amino(4-Methoxyphenyl)Ethyl) Cyclohexanol Acetate And/Or

Group F - Endocrinology API and/or its intermediates

44Q Canagliflozin And/Or

44A 5‐Bromo‐2‐methylbenzoic acid And/Or

44B 2,3,4,6‐Tetrakis‐O‐trimethylsilyl‐D‐gluconolactone And/Or

44C 2‐(4‐Fluorophenyl)thiophene And/Or

44D 2‐[(5‐Bromo‐2‐methylphenyl)methyl]‐5‐(4‐fluorophenyl)thiophene

And/Or

44E 2‐(5‐Bromo‐2‐methylbenzoyl)‐5‐(4‐fluorophenyl)thiophene And/Or

44F 2,3,4,6‐Tetra‐O‐benzyl‐D‐glucono‐1,5‐lactone And/Or

44G 2‐(4‐Fluorophenyl)‐5‐[(5‐iodo‐2‐methylphenyl)methyl]thiophene

And/Or

44H 5‐Iodo‐2‐methylbenzoic acid And/Or

44I Methyl

1‐C‐[3‐[[5‐(4‐fluorophenyl)‐2‐thienyl]methyl]‐4‐methylphenyl]‐D‐gluc

opyranoside And/Or

44J (5‐bromo‐2‐chlorophenyl)(4‐ethoxyphenyl)methanone And/Or

44K (5‐Bromo‐2‐chlorophenyl)(4‐methoxyphenyl)‐methanone And/Or

44L (5‐bromo‐2‐chlorophenyl)(4‐hydroxyphenyl)methanone And/Or

44M 5‐bromo‐2‐chloro‐4’‐ethoxydiphenylmethane And/Or

44N 4‐bromo‐1‐chloro‐2‐(4‐methoxybenzyl)benzene And/Or

44O 4‐(5‐Bromo‐2‐Chlorobenzyl)Phenol And/Or

44P Methyl

1‐C‐[3‐[[5‐(4‐fluorophenyl)‐2‐thienyl]methyl]‐4‐methylphenyl]‐alpha‐

Dglucopyranoside And/Or

45I Glimepiride And/Or

45A 3‐Ethyl‐4‐methyl‐3‐pyrrolin‐2‐one And/Or

45B Phenethyl isocyanate And/Or

45C 4‐[2‐[(3‐Ethyl‐4‐methyl‐2‐oxo‐3‐pyrrolin‐1‐yl)carboxamido]ethyl]benz

enesulfonamide And/Or

45D [[4‐[2‐[[(3‐Ethyl‐2,5‐dihydro‐4‐methyl‐2‐oxo‐1H‐pyrrol‐1‐yl)carbonyl]

amino]ethyl]phenyl]sulfonyl]‐carbamic acid ethyl ester And/Or

45E Trans‐4‐Methycyclohexyl isocyanate And/Or

45F Trans‐4‐Methylcyclohexyl amine And/Or

45G 4‐Methylcyclohexylamine Hydrochloride And/Or

45H trans‐4‐Methylcyclohexylamine hydrochlorideAnd/Or

46C Glipizide And/Or

46A 4-(2-amino ethyl)benzenesulfonamide And/Or

46B 5-methyl pyrazine-2-carboxylic acid And/Or

47C Glyburide Or Glibenclamide And/Or

47A 4-[2-(5-chloro-2-methoxy benzamide) ethyl] Benzenesulphonamide)

And/Or

47B 5-Chloro-2-methoxy-n-[2-(4 sulfamoylphenyl) Ethyl] benzamide

And/Or

48E Pioglitazone Hydrochloride And/Or

48A 5‐{4‐[2‐(5‐Ethyl‐2‐pyridyl)ethoxy]benzyl}‐2‐imino‐4‐thiazolidinone

And/Or

48B 5‐{4‐[2‐(5‐Ethyl‐2‐pyridinyl)ethoxyl]benzyldene}‐2,4‐thiazolidinedi

And/Orone

48C Methyl 2‐bromo‐3‐[4‐[2‐(5‐ethyl‐2‐pyridyl)ethoxy]phenyl]propionate

And/Or

48D 5‐Ethyl‐2‐pyridineethanol And/Or

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48E Rosiglitazone And/Or

48A 5-[4-[2-[N-Methyl-N-(2-pyridinyl)amino]ethoxy]benzylidene]-2,4-

thiazolidinedione And/Or

48B Rosiglitazone free base And/Or

48C 4-(2-(N-Methyl-N-(2-pyridyl)amino)ethoxy)benzaldehyde And/Or

48D 2,4-Thiazolidinedione And/Or

49G Sitagliptin Phosphate And/Or

49A (3R)-N-(tert-Butoxycarbonyl)-3-amino-4-(2,4,5-

trifluorophenyl)butanoic acid And/Or

49B 3-(trifluoromethyl)-5,6,7,8-tetrahydro-[1,2,4]triazolo[4,3-a]pyrazine

And/Or

49C 3-trifluoro methyl-[1,2,4]triazole[4,3-a]piperazine hydrochloride

49D 1-(3-(trifluoromethyl)-5,6-dihydro-[1,2,4]triazolo[4,3-a]pyrazin-7(8H)-

yl)-4-(2,4,5-trifluorophenyl)butane-1,3-dione /(2Z)-4-Oxo-4-[3-

(trifluoromethyl)-5,6-dihydro-[1,2,4]triazolo[4,3-a]pyrazine-7(8H)-yl]-

1-(2,4,5-trifluorophenyl)butan-2-one And/Or

49E 2,4,5-Trifluorophenylacetic acid And/Or

49F ( R)-Boc-3-amino-4-(2,4,5-trifluorophenyl) butanoic acid And/Or

50E Teneligliptin And/Or

50A N‐acetyl‐4‐oxo‐L‐proline And/Or

50B trans‐4‐Hydroxy‐L‐proline methyl ester hydrochloride And/Or

50C (2S)‐4‐Oxo‐2‐(3‐thiazolidinylcarbonyl)‐1‐pyrrolidinecarboxylic acid

tert‐butyl ester And/Or

50D 1‐(3‐Methyl‐1‐phenyl‐5‐pyrazolyl)piperazine And/Or

Group G - Urologic API and/or its intermediates

51 Dapoxetine And/Or

52K Mirabegron And/Or

52A (alphaR)‐alpha‐Hydroxy‐N‐[2‐(4‐nitrophenyl)ethyl]benzeneacetamide

And/Or

52B (alphaR)‐alpha‐[[[2‐(4‐Nitrophenyl)ethyl]amino]methyl]benzenemetha

nol And/Or

52C (alphaR)‐alpha‐[[[2‐(4‐Aminophenyl)ethyl]amino]methyl]benzenemeth

anol hydrochloride And/Or

52D 4‐Nitrophenethylamine hydrochloride And/Or

52E 2‐Aminothiazol‐4‐acetic acid And/Or

52F (alphaR)‐alpha‐[[[2‐(4‐Nitrophenyl)ethyl]amino]methyl]

benzenemethanolHCl And/Or

52G 5‐Methylisoxazole‐4‐(4‐trifluoromethyl)carboxanilide And/Or

52H (alphaR)‐alpha‐[[[2‐(4‐Nitrophenyl)ethyl]amino]methyl]benzenemetha

nol hydrochloride And/Or

52I 2‐(2‐Aminothiazol‐4‐yl) acetic acid hydrochloride And/Or

52J 2‐Methyl‐2‐propanyl [2‐(4‐aminophenyl)ethyl]carbamate And/Or

53B Tadalafil And/Or

53A D-trypophane methyl ester HCl And/Or

Group H - Rheumatologic API and/or its intermediates

54F Febuxostat And/Or

54A 4-Hydroxythiobenzamide And/Or

54B Ethyl 2-(4-hydroxyphenyl)-4-methylthiazole-5-carboxylate And/Or

54C Ethyl 2-(3-formyl-4-hydroxyphenyl)-4-methyl-1,3-thiazole-5-

carboxylate And/Or

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54D Ethyl 2-(3-formyl-4-isobutoxyphenyl)-4-methylthiazole-5-carboxylate-

methyl-1,3-thiazole-5-carboxylate And/Or

54E Ethyl 2-(3-cyano-4-isobutoxyphenyl)-4-methylthiazole-5-carboxylate-

methyl-1,3-thiazole-5-carboxylate And/Or

Group I - Ophthalmic &OtolaryngologicalAPI and/or its intermediates

55C BetahistineDihydrochloride And/Or

55A 2-((4-Chlorophenyl)(piperidin-4-yloxy)methyl)pyridine And/Or

55B 2-[(S)-(4-chlorophenyl)-piperidin-4-yloxymethyl]pyridine And/Or

56E Brinzolamide And/Or

56A 2,5-dichlorothiophene And/Or

56B 3-acetyl-2,5-dichlorothiophene And/Or

56C 3-acetyl-5-chlorothiophene-2-sulfonamide And/Or

56D 3-(bromoacetyl)-5-chloro-2-thiophene sulfonamide And/Or

57 Desloratadine And/Or

58K Fexofenadine And/Or

58A 2‐[4‐[4‐[4‐(Hydroxydiphenylmethyl)‐1‐piperidinyl]‐1‐oxobutyl]phenyl]

‐2,2‐dimethylacetic acid methyl ester And/Or

58B Methyl 2‐(4‐(4‐chlorobutanoyl)phenyl)‐2‐methylpropanoate And/Or

58C Alpha,alpha‐Diphenyl‐4‐piperidinomethanol And/Or

58D Isonicotinic acid And/Or

58E Methyl isonicotinate And/Or

58F Benzeneaceticacid,4‐ [1‐hydroxy ‐4‐[4‐

(hydroxydiphenylmethyl)‐1‐piperidinyl] butyl ],alpha,alpha‐Dimethyl

‐,Hydrochloride And/Or

58G 4‐[4‐[4‐

(Hydroxydiphenyl)‐1‐piperidinyl]‐1‐Hydroxybutyl]‐alpha,alphadimeth

ylbenzeneacetic acid methyl ester And/Or

58H Alpha,Alpha‐Dimethyl‐ 4‐[1‐oxo‐4‐chlorobutyl] phenyl ethyl

acetateAnd/Or

58I alpha,alpha‐Dimethylphenethyl acetate And/Or

58J Methyl 2,2‐dimethylphenylacetate And/Or

59C LevocetirizineDihydrochloride And/Or

59A (R) –(+)-(4-chloro phenyl)phenyl methyl amine And/Or

59B (-)-1-[(4-Chlorophenyl) phenylmethyl] piperazine And/Or

60F Loratadine And/Or

60A 2- Cyano-3- (3-chlorophenethyl) pyridine And/Or

60B 8-Chloro-10, 11- dihydro- 4- aza-5H-dibenzo (a, d) cycloheptan -5- one

And/Or

60C 11- (N-Methyl-4-piperidinyl) -8-chloro-11- hydroxy- 6, 11-dihydro -

5H-benzo (5,6) cyclohepta (1, 2-b) pyridine And/Or

60D (1-Methyl-4-piperidinyl) [3-(2-3-chlorophenyl) ethyl -2- pyridinyl]

methanone hydrochloride And/Or

60E 11-(N-Methyl -4- piperidinylidene) - 8- chloro -6, 11- dihydro- 5H-

benzo (5,6) cyclohepta (1,2-b) pyridine And/Or

Group J - Infectious Disease API and/or its intermediates

61D Fluconazole And/Or

61A 2,4Difluoro 1H,1yl,1,2,4Triazole Acetophenone And/Or

61B (2,4,Difluorophenyl) -1-(1H,1yl,1,2,4Trizole)-2,3Epoxy Propane

methane) sulfonate And/Or

61C 2-Chloro 2,4-Difluoro Acetophenone And/Or

of 147


Page 119 of 147

Group K - Disinfectant API and/or its intermediates

62 Cetrimide And/Or

63 Cetrimide 40% Solution And/Or

64 Cetylpyridinium Chloride And/Or

65 Laurylpyridinium Chloride And/Or

66 Tetra Butyl Ammonium Bromide And/Or

67 Tetra Butyl Ammonium Chloride And/Or

Group L - R&D API and/or its intermediates 2

Total 61 MT/M



Total cost of Proposed Project

(Rs. in Crores)

Rs. 21 Cr

Total Plot area

( sq. meter)

10,010.00Sq. mt.

Green belt area,/Tree Plantation area

( sq. meter)

2519.75 Sq. mt.

Water

Source of Water Supply

(GIDC, Bore well, Surface water etc...)

G.I.D.C.

Water consumption (KL/day) As below

Sr.

No

Particul

ars

Existing

Water

Consump

tion

KL/Day

(As per

CCA-No:-

AWH-

83806)

Proposed Water

Consumption KL/Day

(As per proposed

expansion)

Total

Water Consumption

after Expansion KL/Day

Fresh Recycl

e

Total Fresh Recycle Tota

l

1. Domesti

c

1.0 4 0 4 5 0 5

2. Industri

al

Process 9.0 36 55 91 45 55 100

Boiler 2.5 7.5 0 7.5 10 0 10

Cooling 1.5 3.5 0 3.5 5 0 5

Washing 1.0 -1 0 -1 0 0 0

Gardenin

g

2.5 7.5 0 7.5 10 0 10

of 147


Page 120 of 147

Total

Industri

al

16.5 53.5 55 108.5 70 55 125

TOTAL

(Domest

ic +

Industri

al)

17.5 57.5 55 112.5 75 55 130

Waste water generation (KL/day) As above



P + S + T


Domestic generated waste water will be

disposed through soak pit.

Industrial generated effluent will be

treated into unit’s ETP and traded

effluent will be disposed into FETP.

Reuse/Recycle details (KL/day) 55 KL/Day from RO.

Air

No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz.

TPH, Kcal/hr, MT/hr, KVA etc.

As below

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

As below

APCM for flue gas Unit will use natural gas&biocoal as fuel

.Unit will install multi cyclone separator

followed by bag filter as APCM.

Process gas/Fugitive emission details i.e. Type of pollutant

gases (SO2, HCl, NH3, Cl2, NOxetc.)

As below

Existing Flue Gas Emission as per CCA -83806

Sr.

No.

Stack

Attached

To

Stack

Height

(meter)

Fuel

Consumpti

on

Air Pollution

Control

System

Type

of

Emission

Permissible

Limit

1. Boiler

(800 kg/hr)

+

TFH

(2 lack Kcal/ hr)

15 Natural

Gas

250 Nm3/Hr

---

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

2. D.G. Set

(62.5 KVA)

9 --- PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

Proposed Flue Gas Emission

of 147


Page 121 of 147

1.

Boiler

( 3TPH)

Stack

height 12

meter

Natural

Gas: 250

Nm3/ h

Or

Bio Coal/ 4

MT/D

Multi Cyclone

Separator

Followed by

bag filter in

case of use

of bio coal

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

2.

Thermic Fluid

Heater

(4 Lack K Cal)

Stack

height 12

meter

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

3.

D.G.Set

750 KVA

--

Including

above

quantity

mentioned

---

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

Flue Gas Emission after Expansion

1. Boiler

(800 kg/hr)

+

TFH(2lack Kcal/

hr)

15 Natural

Gas

250 Nm3/Hr

---

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

2. D.G. Set

(62.5 KVA)

9 Including

above

quantity

mentioned

--- PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

3.

Boiler

( 3TPH)

Stack

height 12

meter

Natural

Gas: 250

Nm3/ h

Or

Bio Coal

4 MT/D

Multi Cyclone

Separator

Followed by

bag filter in

case of use

of bio coal

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

4.

Thermic Fluid

Heater

(4 Lack K Cal)

Stack

height 12

meter

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

5.

D.G.Set

750 KVA

--

Including

above

quantity

mentioned

---

PM

SO2

NOx

150 mg/NM3

100 PPM

50 PPM

Fuel Consumption details

Sr.

No.

Fuel Quantity as per current

CCA No. AWH-83806

Quantity as per proposed

expansion

Total Quantity after

expansion

1. Natural Gas 6000 NM3/Day 0 6000 NM

3/Day

2 Bio Coal 0 4 MT/Day 4 MT/Day

3. Electricity 100 KVA 500 KVA 600 KVA

Process gas emission details

of 147


Page 122 of 147

Existing Process Gas Emission as per CCA -83806

Sr.

No.

Stack

Attached

To

Name of

Process/

Plant

Stack

Height

(meter)

Air

Pollution

Control

System

Paramet

er

Permissible

Limit

1. Reaction

Vessel

2 Nos. Glass

Lined

Reactors & 1

No. Quencher

(Common

Stack)

15 Water

Scrubber

followed by

Alkali

Scrubber

HCl

Hbr

20 mg/Nm3

30 mg /Nm3

2. Reaction

Vessel

S S Reactor

(Common

Stack)

15 Water

Scrubber

followed by

Acid

Scrubber

Ammonia 175 mg/ Nm3

Proposed Process Gas Emission

1.

Reaction

Vessel (Nos. 2

Scrubbers)

Glass Lined

Reactor

(Common

Stack)

15

Water

Scrubber

followed by

Alkali

Scrubber

HCl

Hbr

20 mg/Nm3

30 mg /Nm3

2.

Reaction

Vessel

(Nos. 2

Scrubbers)

S S Reactor

(Common

Stack) 15

Water

Scrubber

followed by

Acid

Scrubber

Ammonia 175 mg/ Nm3

Process Gas Emission after Expansion

1. Reaction

Vessel

(Nos. 3

Scrubbers)

2 Nos. Glass

Lined

Reactors & 1

No. Quencher

(Common

Stack)

15 Water

Scrubber

followed by

Alkali

Scrubber

HCl

Hbr

20 mg/Nm3

30 mg /Nm3

2. Reaction

Vessel

(Nos. 3

Scrubbers)

S S Reactor

(Common

Stack)

15 Water

Scrubber

followed by

Acid

Scrubber

Ammonia 175 mg/ Nm3

APCM for process gas/fugitive gaseous emission details Water scrubber followed by Alkali

scrubber, Acid Scrubber and Bag filter.

Hazardous waste

Sr.

No.

Type of

Waste

Categ

ory

Existing

Quantity as

per CCA

No. AWH-

83806

Prop

osed

Quan

tity

Quantity

after

Expansi

on

Mode of Disposal

1. Process

Residue &

Wastes

28.1 67.500

MT/Year

212.5

MT/Y

ear

280

MT/Year


transportation & incineration in

common incineration of BEIL,

Ankleshwar or for co processing

of 147


Page 123 of 147

at cement industries

2. Spent

Catalyst

28.2 0.360

MT/Year

12.64

MT/Y

ear

13

MT/Year

Collection, storage, recycle/

regeneration/ reuse, and in

some case transportation &

incineration in common

incineration of BEIL, Ankleshwar

or for co processing in cement

industry.

3. Spent

Solvent

28.6 260.00

MT/Year

1031

MT/Y

ear

1291

MT/Year

Collection, storage, disposal by

reuse or incineration at RSPL,

Panoli&BEIL Ankleshwar or

Disposed by sell out to

authorized users who is having

authorization with valid CCA &

Rule 9 permission to receive

this waste,.

4. Empty

barrels/

containers/

Liners

contaminat

ed with

hazardous

chemicals/

wastes

33.1 13.500

MT/Year

37

MT/Y

ear

50

MT/Year

Collection, storage, disposal by

send it to authorized

decontamination facility/

recycler or reuse or send back

to supplier or sell to GPCB

authorized vendor

5. Chemical

sludge from

waste water

treatment

35.3 13.00

MT/Year

87

MT/Y

ear

100

MT/Year

Collection, storage & disposal at

TSDF- BEIL

6. Any

process or

distillation

residue

36.1 6.000

MT/Year

0 6

MT/Year

Collection, storage, disposal at

TSDF- BEIL

7. Used or

Spent Oil

5.1 0.020

MT/Year

1.0

MT/Y

ear

1.020

MT/Year

Collection, storage & disposal

by reuse in plant & machinery

as lubricant or sell it to

authorized re-refiners/ recyclers

8. Liquor

Ammonia

A10 180

MT/Year

20

MT/Y

ear

200

MT/Year

Liquor Ammonia: Reuse within

the premises or remaining

quantity disposed by sell to

authorized users who is having

authorization with valid

CCA&Rule 9 permission to

receive this wastes

9. Inorganic

Acids

(HCl&HBr)

B15 36.00

MT/Year

0 36.00

MT/Year

30 % HCl: Disposed by sell out

to authorized users who is

having authorization with valid


receive this waste or neutralize

to ETP

10. Inorganic

Acids

(Sulphuric

Acid)

B15 120.00

MT/Year

180

MT

/Year

300

MT/Year

Dilute spent acid: disposal by

sell to authorized users who is



receive this waste or send to

ETP

11. Bromates B6 68.400 31.60 100 HBr solution: disposal by sell

of 147


Page 124 of 147

(Hypo-

Bromites) MT/Year MT/Y

ear

MT/Year out to authorized users who are


CCA& rule 9 permission to

receive this waste.

Membership details of TSDF, CHWIF, Common MEE etc. Membership of BEIL for Land filling &

effluent disposal.






Technical presentation was made by PP before the committee which included introduction to the

project, location of the project & lay out map, details of products & raw materials, manufacturing

process and resource requirement, details of hazards waste generation and its management, waste

water management system, Air pollution management system etc. Committee noted that it is a

proposal for expansion. Fresh water consumption after expansion will be 130 KLPD.Waste water will

be treated in-house and finally it will be sent to FRTP for further treatment. Fuel proposed to be used

is Natural gas and bio coal. For process gas pollution control system, water scrubber and alsklai

scrubber as per the requirement is proposed. hazardous waste is proposed to be disposed off as per

the Hazardous and Other waste(Management, Transboundary Movement)Rules 2016.








29 SIA/GJ/IND2/18722/2017 M/s: Felix Colorant Pvt Ltd D-2/Ch/334-B, GIDC-Dahej, Bharuch

Screening & Scoping


• M/s:Felix Colorant Pvt Ltd (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18722/2017 dated 06/03/2017.

Project status: New



Sr. No.

Name of Product Proposed Capacity (MT/Month)

Turquoise Blue (Reactive & Direct)

150 MT/Month 1 Reactive Blue 3R

2 Reactive Blue F4R

3 Reactive Blue HERD

4 Reactive Blue 221

5 Reactive Blue HEGN

of 147


Page 125 of 147

6 Reactive Blue LFNG

7 Reactive Blue BF

8 Reactive Blue BFN

9 Reactive Blue 2B

10 Direct Blue 71

11 Direct Blue 281

12 Direct Blue 218

13 Direct Blue 80

PIGMENTS

200 MT/Month

1 Azo Pigments

2 CPC Base Pigments

PIGMENT BETA BLUE 15.3

PIGMENT BETA BLUE 15.4

PIGMENT BETA Blue 15.6

Alpha Blue

Beta Blue

CPC Green 7

3. Pigment Emulsion

Pigment Red 122

Pigment Red 168

Pigment Red 170

Pigment Red 176

Pigment Red 202 Inorganic Salts

1 Copper Salts 40 MT/ Month

2 Magnesium Sulphate 1000 MT/Month

3 Di-Calcium Phosphate 1000 MT/Month

4 Copper Metals (By Products)

10 MT/ Month

5 HCl 22% (By product) 100 MT/Month



Total cost of Proposed Project (Rs. in Crores)

10 Crores

Plot area ( sq. meter)

8502 m2

Green belt area,/Tree Plantation area ( sq. meter)

2806 m2

Water Source of Water Supply (GIDC, Bore well, Surface water etc...)

GIDC Water Supply

Water consumption (KL/day) 83 KL/Day{33 KLPD fresh water + 22 KLPD RO permeate + 28 KLPD condensate of MEE}

Domestic 5

Gardening 2

Process 50

Bolier 10

Cooling 10

Washing 3

Scrubber 3

Total 83

of 147


Page 126 of 147


57 KL/Day

Domestic 4

process 45

bolier 1

cooling 1

Washing 3

scrubber 3

Total 57

Treatment facility with capacity (ETP, CETP, MEE, STP etc).

Proposed ETP consists of primary, secondary & tertiary

treatment and RO Unit facility follow by MEE.


Low COD effluent will be sent to propose ETP follow by RO Unit. RO Permeate will be reused in plant premises. High COD/TDS and RO Reject shall go to MEE for further treatment and MEE Condensate will be reused in plant premises. MEE reject sent to ATFD. Reuse/Recycle details

Air DETAILS OF STACKS & VENTS

No. of Boilers/TFH/Furnaces/DG sets etc. with capacities

(A) Details of Flue Gas Stack; Stack Attached To Steam Boiler

SOURCES OF GASESOUS EMISSIONS

STACK

Fuel Used Agro waste = 15 MT/Day

Capacity 5 MT/Hr

Type of Emissions SO2 NOx SPM

Permissible Limits 262 ppm 94 ppm 150 mg/Nm3

Stack Height 30 meters

Stack Diameter at the Top800 MM

Air Pollution Control SystemMulti cyclone Separator with bag fiter

(B) Details of Flue Gas Stack; Stack

Attached To Thermic Fluid Heater SOURCES OF GASESOUS EMISSIONS

STACK

Fuel Used Natural Gas = 2200 SCM/Hr

Capacity 2.5 MT/hour or 6 Lac Kcal

Type of Emissions SO2 NOx

Permissible Limits 262 ppm 94 ppm


Stack Diameter at the Top 800

(C) Details of Flue Gas Stack; Stack Attached

To D.G.Set SOURCES OF GASESOUS EMISSIONS STACK

Fuel Used HSD = 1 KL/Day

Capacity 500 KVA x 5 nos.

Type of Emissions SO2

Permissible Limits 262 mg/Nm3

Stack Height

Stack Diameter at the Top

Air Pollution Control System

(D)Stack Attached To Process Vent-1

Fuel consumption (MT/hr & MT/Day)

APCM for flue gas control

Process gas/Fugitive emission details

APCM for process gas/fugitive gaseous emission details

of 147


Page 127 of 147

SOURCES OF PROCESS EMISSIONS VENT

Source of emission Process Vent-1

Type of Emissions HCl



Stack Diameter at the Top 200 MM

Air Pollution Control System Two Stage scrubber

(E)Stack Attached To Process Vent-2

SOURCES OF PROCESS EMISSIONS VENT

Source of emission Process Vent-2

Type of Emissions SO2



Stack Diameter at the Top 200 MM

Air Pollution Control System Two Stage scrubber

Hazardous waste

CAT. NO.

HAZARDOUS WASTE

PROPOSED

TOTAL

(MT/Month)

METHOD OF DISPOSAL

5.1 Used Oil 0.2 Collection, Storage, Transportation and Sent to GPCB approved recycler

33.1 Discarded barrels/ containers/ liners

1500 Nos.

Collection, Storage, Transportation and Sent back to supplier / to GPCB approved recycler

35.3 ETP Sludge 30 Collection, Storage, Transportation and Sent to TSDF site for secured land filling

35.3 MEE Salt 60 Collection, Storage, Transportation and Sent to TSDF site for secured land filling

20.3 Distillation Residue 5 Collection, Storage, Transportation and sell to Cement Industries for Co-processing or Disposal at Common Incineration Site

26.3 Spent Sulphuric Acid 894

Collection, Storage, Transportation and sell to end user

Membership details for disposal of waste

Authorized TSDF facility









management system, Air pollution management system etc. Committee noted that it is a new project.

Fresh water consumption proposed is 33 KLPD and recycled water will be 50 KLPD.Thus total water

consumption will be 83 KLPD.RO reject will be taken to MEE followed by ATFD. Salt from the ATFD will

be sent to TSDF. Spent sulphuric acid is proposed to be used to produce MgSO4,Copper Salt and DCP.



of 147


Page 128 of 147


1. A tabular chart for the issues raised and addressed during public hearing/consultation and

commitment of the project proponent on the same should be provided. An action plan to

address the issues raised during public hearing and the necessary allocation of funds for the

same should be provided.




structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted

to the Gujarat Pollution Control Board for conducting the public consultation process as per the provisions

of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.


30 SIA/GJ/IND2/18724/2017 M/s: Siddharth Interchem Pvt Ltd. Plot No. 6905, 6914, 6915, Opp. Gujarat Gas Co., GIDC- Ankleshwar, Dist - Bharuch.

Screening & Scoping


• M/s: : Siddharth Interchem Pvt Ltd. (herein after Project Proponent – PP) has submitted application vide their proposal no. SIA/GJ/IND2/18724/2017 dated 06/03/2017.




tabulated below:

Sr.No. Name of Product

CAS

No

Existing

MT/M

Proposed

MT/M

Total After

Expansion

MT /M

1 N-P-

Chlorophenyl

N-5 Isopropyl

biguanide

(Existing)

6547

3 –

13 -

4

0.5 0 0.5

2 Methyl -3-

Amino

Crotonate

(Existing)

1420

5 –

39 -

1

2.0 0 2.0

3 Chlor Hexidine

Base (Existing)

55 –

56 -

1

5.0 0 5.0

4 1-Phenyl

Piperazine

92 –

54 -

6

0 5.0 5.0

5 1-(3-

Chlorophenyl

)Piperazine

6640

– 24

- 0

0 15.0 15.0

of 147


Page 129 of 147

6 1-(2-

Methoxypheny

l )Piperazine

3538

6 –

24 -

4

0 2.0 2.0

7 1-(2-

Methoxypheny

l )Piperazine

Hydrochloride

5464

– 78

- 8

0 1.0 1.0

8 N-Methyl

Naphthyl

Methyl Amine

Hydrochloride

6547

3 –

13 -

4

0 5.0 5.0

9 N-Methyl

Naphthyl

Methyl Amine

Base

6547

3 –

13 –

4

0 10.0 10.0

10 1-(4-

Methoxypheny

l )Piperazine

3821

2 -

30 -5

0 5.0 5.0

11 1-(4-

Methoxypheny

l )4-(4-Nitro

Phenyl)Piperazi

ne

7485

2 –

61 -

2

0 10.0 10.0




Project

(Rs. in Crores)

204.86 Lacs+ 54.30 Lacs = 259.166 Lacs

Total Plot area

( sq. meter)

2071.25 Sq.m


Plantation area

( sq. meter)

300 Sq.m Existing + 300 Sq. Meter proposed

Water

Source of Water Supply GIDC


Category Existing

KL/Day

Proposed

(Additional)

KL/day

Total after

Expansion

KL/day

(G) Domestic 1.0 1.0 2.0

(H) Gardening 0.0 1.0 1.0

(I) Industrial

of 147


Page 130 of 147

Process 1.1 7.0 8.1

Washing 0.4 1.0 1.4

Boiler 0.5 1.5 2.0

Cooling 1.0 0.5 1.5

Total (A+B+C) : 16.0 KL /Day


Category Existing

KL/Day

Proposed

(Additional)

KL/day

Total after

Expansion

KL/day

(G) Domestic 0.8 0.8 1.6

(H) Gardening 0.0 0.0 0.0

(I) Industrial

Process 1.05 3.40 4.45

Washing 0.40 1.00 1.40

Boiler 0.00 0.40 0.40

Cooling 0.00 0.00 0.00

Total Industrial waste

water

1.45 4.80 6.25


capacity

Effluent collected and discharged to ETL, Ankleshwar


meeting point

Domestic: Soak Pit system

Industrial: Effluent will be discharged to ETL by tanker.


(KL/day)

--

Air No. of



viz. TPH, Kcal/hr, MT/hr,

KVA etc.

Sr

.

n

o.

Name of

Unit

Stac

k

ht.

(m)

Fuel

Type

Fuel Quantity Permissi

ble Limit

Existi

ng

Propos

ed

Total

1 Steam Boiler

1000 Kg /Hr

(Existing)

11

Natur

al

Gas

50

m3/da

y

0

50

m3/d

ay

Particula

te

Matter:

150

mg/Nm3

SOx:

100

mg/Nm3

NOx:

50

mg/Nm3

2. Thermic

Fluid Heater

1 Lacs Kcal

/Hr

(Existing)/St

and-by

10

Natur

al

Gas

-- ---

---

3 Thermic

Fluid Heater

1 Lacs Kcal

/Hr

Natur

al

Gas -- ---

---

Particula

te

Matter:

150

of 147


Page 131 of 147

(Stand by) -

(Existing)

mg/Nm3

SOx:

100

mg/Nm3

NOx:

50

mg/Nm3

4 Steam Boiler

1000Kg /Hr

(Proposed)

11 Natur

al

Gas

0 200

m3/day

200

m3/d

ay

5 Thermic

Fluid Heater

1 Lacs Kcal

/Hr

(Proposed)

11 Natur

al

Gas 0 100

m3/day

100

m3/d

ay

6 Thermic

Fluid Heater

2 Lacs Kcal

/Hr

(Proposed)

11 Natur

al

Gas 0

200

m3/day

200

m3/d

ay

7 DG Set

62 KVA

Existing

9

HSD 10

Ltr/hr 0

10

Ltr/h

r

SOx:

100

mg/Nm3

8 DG Set

120 KVA

Proposed

9

HSD 0 20

Ltr/hr

20

Ltr/h

r

SOx:

100

mg/Nm3

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

Natural gas : 50 m3/Day + 500 m3 /Day = 550 m3/Day

HSD : 10 L /Hr + 10 L /Hr = 20 Ltr /Hr

APCM for flue gas Not required due to natural gas

Process gas/Fugitive

emission details i.e. Type

of pollutant gases (SO2,

HCl, NH3, Cl2, NOx etc.)

Not generated.

APCM for process

gas/fugitive gaseous

emission details

----

Hazardous waste (as per the Hazardous and Other Wastes (Management and Transboundary

Movement) Rules 2016.

Membership details of

CETP, TSDF, CHWIF,

Common MEE etc.

ETL, Ankleshwari & BEIL, Ankleshwar






of 147


Page 132 of 147




management system, Air pollution management system etc. Committee noted that water consumption

proposed is 16 KLPD (4.6 KLPD recycled water, 11.4 KPD fresh water).After treatment, 6.25 KLPD is

proposed to be discharged to ETL through tanker.








The additional information received from the project proponents, which was sought during various SEAC

meetings, were considered by the committee during the meeting and as it was found satisfactory, the

committee decided to recommend the following projects for grant of amendment in environmental

clearance order.

1. M/s.: Calibre Chemicals Pvt. Ltd., Plot No: 901,903,905, 907, 1002, 1004 & 1006, GIDC Sarigam, Umargam, Dist: Valsad

2. M/s: Alliance Chemicals Plot No. C-156, GIDC-Saykha, Ta.: Vagra, Dist. Bharuch.

Annexure – I

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

2. Executive summary of the project – giving a prima facie idea of the objectives of the proposal, use of

resources, justification, etc. In addition, it should provide a compilation of EIA report, including EMP

and the post-project monitoring plan in brief.

3. Justification for selecting the proposed product and unit size.

4. Land requirement for the project including its break up for various purposes, its availability and

optimization.

5. Land possession documents. Copy of NA order showing permission to use the project land for

industrial purpose. If located in GIDC, copy of plot holding certificate obtained from GIDC Authority.

6. Location of the project site and nearest habitats with distances from the project site to be demarcated

on a toposheet (1: 50000 scale).

7. Topography details of the project area.

8. Geological features and geo-hydrological status of the study area.

9. In case of project located outside notified area: Legal Undertaking stating that unit is complying the

three conditions [i.e. water consumption less than 25 M3/day; Fuel consumption less than 25 TPD;

and not covered in the category of MAH units as per the Management, Storage, Import of Hazardous

Chemical Rules (MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599

(E) dated 25/06/2014.

10. Present land use pattern of the study area shall be given based on satellite imagery.

11. Layout plan of the factory premises clearly demarcating various units within the plant. 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.

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12. Technical details of the plant/s along with details on best available technologies (BAT), proposed

technology and reasons for selecting the same.

13. Product spectrum (Proposed products along with production Capacity) and processes.

14. Chemical name of each proposed product to be manufactured. Details on end use of each product.

(Provide CAS number of all the products & raw materials. In case of Dyes, CI number).

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

16. Details of complete manufacturing process / operations of each product along with chemical

reactions, process flow diagram describing each unit processes and unit operations along with

material balance, consumption of raw materials etc.

17. Details on strategy for the implementation of cleaner production activities.

18. Assessment of source of the water supply with adequacy of the same to meet with the requirements

for the project. Permission obtained from the concern authority for supply of raw water.

19. Undertaking stating that no bore well shall be dug within the premises (If project is located within the

Industrial estate).

20. Details on water balance including quantity of effluent generated, recycled & reused. Details of

methods to be adopted for the water conservation.

21. Explore the possibilities for Zero Liquid Discharge (ZLD) or Efforts to minimize effluent discharge and

to maintain quality of receiving water body.

22. Segregation of waste streams, characterization and quality with specific treatment and disposal of

each stream including action plan for maximum recycle of treated waste water and minimum

discharge for effluent.

23. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic

flow diagram. Inlet, transitional and treated effluent qualities with specific efficiency of each treatment

unit in reduction in respect of all concerned/regulated environmental parameters. Inlet effluent quality

should be based on worst case scenario considering production of most polluting products that can

be manufactured in the plant concurrently.

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

I. Copy of permission letter with quantity (KL/day) from the concern authority of drainage

network / pipeline with confirmation for spare capacity available to take additional effluent.

II. Characteristics of the combined effluent and treated water to be sent to Common pipeline with

reference to the MoEFCC/CPCB/GPCB discharge norms.

25. In case of waste water sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc. Details of

Common facilities including (1) Total capacity of the CF (2) Copy of CC&A of the CF. (3) Actual load

at present (Qualitative and Quantitative – KL per day) (4) Booked quantity & Spare capacity of CF (5)

Copies of XGN generated Inspection reports with analysis reports of the water/Air/Hazardous

samples collected by GPCB (Last 2 year). Copies of instructions issued by GPCB in last 2 year and

point wise compliance thereof. (6) Copies of Show- cause notices, closure notices etc. served by the

GPCB and its compliance (6) Recommendations and suggestions of the last two Environment Audit

reports of CETP and its compliance report. (7) Common Facility Up gradation scheme, if any.

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

I. 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.

II. Economical and technical viability of the effluent treatment system to achieve Zero Liquid

Discharge (ZLD).

III. Certification of adequacy of proposed ZLD scheme through credible institutes of National

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repute.

IV. To estimate & monitor ground water quality & its contamination status, piezometer wells,

one on up gradient of the groundwater flow and other three on the down gradient side of

the ground water flow of the proposed project at different depth based on available ground

water depth shall be established and all the parameters mentioned in IS 10:500 for potable

water standard shall be monitored.

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

KL/hr. Technical details of MEE including evaporation capacity, steam required for evaporation,

adequacy of the proposed boiler to supply steam for evaporation in addition to the steam required for

the process etc. Techno-economical viability of the evaporation system. Control measures proposed

for the evaporation system in order to avoid/reduce gaseous emission/VOC from evaporation of

industrial effluent containing solvents & other chemicals.

28. Technical details of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (If any).

29. Undertaking stating that a separate electric meter will be provided for the waste water treatment

system viz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)

30. Economical and technical viability of the effluent treatment system.

31. Plans for management, collection and disposal of waste streams to be generated from spillage,

leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent

discharge during unforeseen circumstances.

32. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminium Chloride etc. within

premises to convert into valuable products instead of sending outside to actual end-users.

33. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind

speed and direction and rainfall should be incorporated.

34. 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 for all the

concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to

identify mitigation measures.

35. One complete season base line ambient air quality data (except monsoon season) 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 (NAAQS) as well as project specific parameters like NH3,

HCl, CL2, HBr, VOC etc. Locations of the monitoring stations should be so decided so as to take into

consideration the pre-dominant downwind direction, population zone and sensitive receptors. There

should be at least one monitoring station in the upwind direction. There should be at least one

monitoring station in the pre dominant downwind direction at a location where maximum ground level

concentration is likely to occur.

36. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of

model used and input parameters used for modeling should be provided. The air quality contours

may be shown on location map clearly indicating the location of sensitive receptors, if any, and the

habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map.

Impact due to vehicular movement shall also be included into the prediction using suitable model.

Results of Air dispersion modeling should be superimposed on satellite Image / geographical area

map.

37. Base line status of the noise environment, impact of noise on present environment due to the project

and proposed measures for noise reduction including engineering controls.

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38. Specific details of

a) Process gas emission from each unit process with its quantification.

b) Air pollution Control Measures (APCM) proposed for process gas emission. Adequacy of

the air pollution control measures (APCM) for process gas emission measures to achieve

the GPCB norms.

c) Details of the utilities required.

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

e) Flue gas emission rate emission from each utility.

f) Air Pollution Control Measures (APCM) proposed to each of the utility along with its

adequacy

g) List the project specific sources of fugitive emission along with its quantification and

proposed measures to control it.

h) Details on tail gas treatment.(If any)

39. Action plan for odour control to be submitted.

40. Management plan for solid/hazardous waste including storage, handling, utilization and safe disposal

as per the Hazardous and Other Wastes (Management and Transboundary Movement) Rules 2016.

CPCB guidelines in respect of specific treatment, such as solar evaporation, incineration, etc., need

to be followed. How the manual handling of the hazardous wastes will be minimized. Methodology of

de-contamination and disposal of discarded containers and its record keeping.

41. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility

(CHWIF), MEE, Spray dryer etc.

42. Name and quantity of each type of solvents to be used for proposed production. Details of in-house

solvent recovery system including mass balance, solvent loss, recovery efficiency (% recovery),

feasibility of reusing the recovered solvents etc. for each type of solvent.

43. Appropriate monitoring network has to be designed and proposed, to assess the possible residual

impacts on VECs.

44. 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.

45. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting

monitoring.

46. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

47. 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.

48. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety and

health protection measures. Proposal for Leak Detection and Repair (LDAR) program as per the

CPCB guidelines.

49. 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

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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.

50. MSDS of all the products and raw materials.

51. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the

control measures proposed to ensure safety and avoid the human health impacts. This shall include

the details of Antidotes also.

52. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of

Construction (MoC) of major hazardous chemical storage tanks, dyke details, threshold storage

quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of

major hazardous chemicals, size of the biggest storage tank to be provided for each raw material &

product etc. How the manual handling of the hazardous chemicals will be minimized?

53. 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 control plan

for flammable substances and processes showing hydrant pipeline network, provision of DG Sets,

fire pumps, jockey pump, toxic gas detectors etc.

54. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

manufacturing utility staff for safety related measures.

55. Detailed five year greenbelt development program including annual budget, planning schedule,

species, width of plantations, number of trees to be planted, area under green belt development [with

map], budgetary outlay etc. 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.

56. Action plan for the greenbelt development – species, width of plantations, planning schedule, etc., in

accordance to CPCB published guidelines.

57. Detailed socio-economic development measures including community welfare program most useful in

the project area for the overall improvement of the environment. Submit a detailed plan for social

corporate responsibilities, with appropriate budgetary provisions for the next five years and activities

proposed to be carried out; specific to the current demographic status of the area.

58. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors?

If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe for standard

operating process / procedures to bring into focus any infringement / deviation / violation of the

environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

59. What is the hierarchical system or administrative order of the company to deal with the environmental

issues and for ensuring compliance with the EC conditions. Details of this system may be given.

60. 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.

61. Phase wise project implementation schedule with bar chart and time frame, in terms of site

development, infrastructure provision, EMS implementation etc.

62. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

incorporated in the EIA Report.

63. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC

OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have

been complied with and the data submitted is factually correct as per the MoEF&CC OM dated

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04/08/2009.

64. In case of Expansion of the project

a. Need for the proposed expansion should be justified in detail.

b. Adequacy of existing EMS (Environmental Management System).

c. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

notices etc. served by the GPCB to the existing unit in last five years and actions taken then

after for prevention of pollution.

d. Copies of Environmental Clearances obtained for the existing plant, its point wise compliance

report.

e. Environmental audit reports for last 3 years and compliance of its

recommendations/Suggestions. (Include latest audit report and its compliance.)

f. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of all

the conditions stipulated therein.

g. Compliance of MoEFCC circulars vide No: J-11011/618/2010-IAII (I) dated 30/05/2012 and J-

11013/41/2006-IA-II(I) dated 20/10/2009.

h. Copies of XGN generated Inspection reports with analysis reports of the water/Air/Hazardous

samples collected by GPCB (Last 2 year). Copies of instructions issued by GPCB in last 2

year and point wise compliance thereof.

65. In case of project is located in Ankleshwar-Panoli, Vatva-Narol & Vapi GIDC.

(A) Compliance of MOEFCC’s OM no. J-11013/5/2010-IA.II (I) dated 25/11/2016 regarding lifting

of moratorium on the consideration of projects for environmental clearance.

(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and Control of

Pollution) act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETP.

a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of

prescribed standards under the various environmental laws.

b) Performance of CETP with respect to current hydraulic load & prescribed standards with

No Objection Certificate of CETP regarding incorporation of the proposed unit for

acceptance of waste water.

c) Performance of TSDF site with respect to current load & prescribed standards with No

Objection Certificate of TSDF site regarding incorporation of the proposed unit for

acceptance of hazardous waste to the common infrastructure.

d) Copies of quarterly action report taken for the above points submitted to the CPCB.

e) Report of GPCB which have conducted monitoring as per the said direction by CPCB

dated 31/03/2016.

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 the 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.

The following projects were also discussed during the meeting.

“Universal Trade Centre” at T.P.S.No.38 (Nana Varachha), F.P. No. 35/2/2 paikee sub plot

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no.1, B.No.73/B, O.P.No.35/2, Dist: Surat. proposed by M/s. Universal Corporation.

This office has received an application for Environment Clearance of the above project vide

proposal no. SIA/GJ/NCP/58839/2016 on 21/10/2016.

The project was appraised during the meeting of SEAC held on 21/12/2016. Based on the

details sought during the meeting of SEAC held on 21/12/2016, the project proponent vide their

letter dated 22/03/2017 submitted above mentioned notarized undertaking, plan for emergency

evacuation and details as well as specification of the material to be used on outer facades. As

per the prevailing GDCR, the proposed commercial activity is a permissible activity in the area.

The said submission of the project proponent was considered by the committee and as it was

found satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of

Environmental Clearance subject to the strict compliance of the following project specific

conditions as well as the standard conditions finalized during the meeting of SEAC held on

09/09/2015 for building construction projects falling under project activity no. 8(a) as per the

schedule of the EIA Notification 2006:


SPECIFIC CONDITION:


2. The project proponent shall not sell / allot any commercial unit for storage of chemicals,

flammable substances, explosives, fire crackers or any other material of hazardous

characteristics.

3. Plinth level shall be raised up to 1.1 m above the ground level as flood protection measure as

proposed by them.

4. Common amenities like drinking water facility, sanitation blocks separate for male & female,

first aid facility etc. shall be provided on each floor.


WATER:

5. Fresh water requirement during the construction phase shall be 14.50 KL/day and it shall be

met through the borewell water. Permission of concerned authority shall be obtained for

ground water abstraction.

6. Sewage generated during the construction phase shall be disposed off through soak pit and

septic tank.

OPERATION PHASE:

WATER:

7. Water requirement during the operation phase shall be 145.50 KL/day and it shall be met

through the water supply system of Surat Municipal Corporation (SMC). No ground water

shall be tapped during the operation phase. Metering of the water shall be done and its

records shall be maintained.



9. Sewage generation during the operational phase shall be 114.50 KL/day and it shall be

discharged through the drainage system of Surat Municipal Corporation (SMC).

10. Rain water harvesting from rooftop and paved areas and ground water recharge through 4

nos. of percolation wells shall be carried out as per the details submitted. Before recharging

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the runoff, pre-treatment must be done to remove suspended matter.

AIR:

11. D. G. sets (03 x 125 KVA) proposed as backup power shall be of enclosed type and confirm

to prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at


12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under

EPA Rules as amended from time to time. At no time, the emission levels shall go beyond the

stipulated standards.

13. The stack height of the D.G.sets shall be equal to the height needed for the combined

capacity of all proposed D.G.sets.

SOLID WASTE:

14. The solid waste generated shall be properly collected and segregated at source. The

recyclable material shall be sold to vendors whereas other garbage shall be disposed off

properly as per the provisions made by the Surat Municipal Corporation (SMC).

SAFETY:

15. All the staircases and lifts shall open out at ground level from the highest point of building

[with access from each floor] for emergency evacuation. Two staircases shall be provided in

each building having floor area more than 500 m2 on each floor

16. Fire fighting facilities fire hose reel, wet riser, yard hydrant, automatic sprinkler system

(basement), manually operated electric fire alarm system, automatic fire detection & alarm

system, underground static water storage tank – 1,50,000 L, provision of pump: One electric

& one diesel pump of capacity 2280 L/min. & one electric pump of capacity 180 L/min. having

pressure 3.5 kg/cm2 at terrace level. etc. shall be provided as proposed.

17. In basement at least two separate ramps of adequate width and slope shall be provided,

located preferably at opposite ends.

18. Provision for adequate air changes per hour in the basement shall be made so as to avoid

build up of CO in the area.

19. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to

ensure operation of exhaust fans as CO concentration levels.


20. Minimum Parking space of: 20,377.0 m2 [1,029.0 m2 as open surface parking + 9,746.0 m2 in

basement + 9,602.0 m2 as mechanical parking in basement] shall be provided as proposed.

21. No public space including the service road shall be used or blocked for the parking and the

trained staff shall be deployed to guide the visitors for parking and helping the senior citizens

and physically challenged people to park their vehicles at appropriate parking places (valet

parking).

22. Necessary signage including continuous display of status of parking availability at entry, exit

and all other appropriate places shall be provided which should have appropriate size of

letters and shall be visible from the at least 50 meter distance.


23. Energy conservation measures viz. Use of LED lights in common area, solar lights for

landscape lighting, maximum use of natural light, reflective / white tiles on terrace, use of

aerated blocks, appropriate design to shut out excess heat & gain loss etc. shall be


24. The energy audit shall be conducted at regular interval for the project and the

recommendations of the Audit Report shall be implemented with spirit.

GREEN BELT:

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proposed. The other open spaces inside the plot shall be suitably landscaped and covered

with vegetation of indigenous tree species.

OTHER CONDITION:

26. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published

by the MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be

complied with later & spirit.

“Siddhi Vinayak Green” at Block No. 59/B, Reconstitute Land No. 59 B1 & 59 B2, Tentative

T.P.S.No.13 (Laskana-Kholwad-Navagam-Vav), Moje- Laskana, Ta. Kamrej, Dist. Surat

proposed by Mr. Rajubhai Ravjibhai Desai.



The project was appraised during the meeting of SEAC held on 22/03/2017. Based on the details

sought during the meeting of SEAC held on 22/03/2017, the project proponent vide their letter

dated 28/03/2017 submitted that parking area provision for the project will be 13,323.50 m2

[7,813.5 m2 in basement + 4,866.0 m2 in hollow plinth + 644.0 m2 as open surface parking] which

is equivalent to 444 CPS. They have proposed basement in the project to increase the parking

area provision and due to addition of the basement, the built up area of the project will increase

from 31,658.23 m2 to 40,144.14 m2.








CONSTRUCTION PHASE:

WATER:


met through ground water. Permission from the concerned authority shall be obtained for

ground abstraction during the construction phase.

2. Sewage generated during the construction phase shall be disposed off through septic tank &

soak pit system.

OPERATION PHASE:

WATER:


through the water supply system of Surat Urban Development Authority (SUDA). No ground

water shall be tapped during the operation phase. Metering of the water shall be done and its


4. No bore well shall be constructed and existing bore well/s shall be either sealed or converted

into the recharge well after completion of the construction phase.

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discharged through the drainage system of Surat Urban Development Authority (SUDA).




AIR:





EPA Rules as amended from time to time. At no time, the emission levels shall go beyond

the stipulated standards.



SOLID WASTE:



properly as per the provisions made by the Surat Urban Development Authority (SUDA).

SAFETY:



each building having floor area more than 500 m2 on each floor.

12. Fire fighting facilities like Fire extinguishers, hose reel, wet riser, manually operated electric

fire alarm system, under ground static water storage tank – 75 KL, terrace tank – 10 KL etc.









16. Minimum parking space of 13,323.50 m2 [7,813.5 m2 in basement + 4,866.0 m2 in hollow

plinth + 644.0 m2 as open surface parking] shall be provided as proposed.


17. Energy conservation measures viz. use of LED light in common building areas, solar light for

landscape area, maximum use of natural lighting, reflective/white tiles on terrace floor etc.


GREEN BELT:

18. Green belt area of 1,260.0 m2 comprising of 584.0 m2 tree covered area shall be developed

as proposed. The other open spaces inside the plot shall be suitably landscaped and

covered with vegetation of indigenous tree species.

OTHER CONDITION:




“Tapti Greenz” at TPS No. 25 (Mota Varachha), Block No. 41, O.P. No. 130, F.P. No. 130, Ta:

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Choryasi, Dist. Surat proposed by Mr. Jayrajbhai A Jodhani.





dated 28/03/2017 submitted a notarized consent of all the other land owners in favour of the

applicant.








CONSTRUCTION PHASE:

WATER:





soak pit system.

OPERATION PHASE:

WATER:





4. No bore well shall be constructed and existing bore well/s shall be either sealed or converted

into the recharge well upon completion of the construction phase.






AIR:









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SOLID WASTE:




SAFETY:




12. Fire fighting facilities like fire extinguishers, hose reel, wet riser, automatic sprinkler system

(basement), manually operated electric fire alarm system, under ground static water storage

tank – 75 KL, terrace tank – 10 KL, one electric & one diesel pump of capacity 1620 L/min. &

one electric pump of capacity 180 L/min. having pressure 3.5 kg/cm2 at terrace level etc.









16. Minimum parking space of 11,462.50 m2 [1,242.50 m2 as open surface parking + 1,005.0 m2

in hollow plinth + 9,215.0 m2 in basement] shall be provided as proposed.


17. Energy conservation measures viz. use of LED light in common building areas, solar light for

landscape area, maximum use of natural lighting, reflective/white tiles on terrace floor. shall

be provided as proposed.

GREEN BELT:




OTHER CONDITION:




“New Baroda Prestige” at T.P.S No.3 (Karanj) R.S. No:27 (p-1,2,3,4), O.P No:19, F.P No: 72,

Vill: Karanj, Tal: Choryasi, Dist. Surat proposed by M/s. Atyanta Developers Pvt. Ltd.



The project was appraised during the meetings of SEAC held on 29/06/2016 & 28/09/2016.

Based on the details sought during the meeting of SEAC held on 28/09/2016, the project

proponent vide letter dated 17/03/2017 submitted copies of index of sub-registrar’s office

showing that the land is owned by M/s. Atyanta Developers Pvt. Ltd.



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CONSTRUCTION PHASE:

WATER:


met through own bore well. Permission of concerned authority shall be obtained for ground

water abstraction.


soak pit system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 540.0 KL/day, out of which fresh

water requirement of 370.0 KL/day shall be met through water supply system of Surat

Municipal Corporation and the remaining 170.0 KL/day of water requirement shall be met

through treated sewage. No ground water shall be tapped during the operation phase.

Metering of the water shall be done and its records shall be maintained.

4. Sewage generation during operation phase shall be 481.0 KL/day which shall be treated in

the proposed onsite Sewage Treatment Plant.

5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage

to be generated during operation phase to achieve the GPCB norms at the STP outlet.

Treated sewage conforming to GPCB norms shall be utilized for gardening & flushing

purpose by providing dual plumbing system. Only remaining quantity of treated sewage shall

be disposed off through drainage line of Surat Municipal Corporation.

6. A proper logbook of STP operation and also showing the quantity of treated sewage

utilization within premises & quantity of treated sewage discharged into the drainage line

shall be maintained and furnished to the GPCB from time to time.

7. Dual plumbing system with separate tanks and lines shall be provided for utilization of

treated sewage for flushing.

8. No new bore well shall be constructed and existing bore well/s shall be either sealed or

converted into the recharge well upon completion of the construction work.


nos. of bore holes shall be carried out as per the details submitted. Before recharging the run

off, pre-treatment must be done to remove suspended matter.

AIR:

10. D. G. sets (2 × 125 KVA) proposed as backup power shall be of enclosed type and confirm








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SOLID WASTE:




SAFETY:

14. Fire fighting facilities like fire extinguishers & hose reel at each floor, wet riser opening at

each floor, automatic sprinkler system in basement, manually operated electric fire alarm

system, underground water tank of 75 KL capacity for each building, terrace water tank of 10

KL on each building block etc. shall be provided as proposed.











19. Minimum parking space of 32,557 m2 [9,396 m2 as open surface parking + 3,860 m2 in

hollow plinth + 19,301 m2 in basement] shall be provided as proposed.


20. Energy conservation measures viz. use of LED lights for common areas, solar lights for

landscape lighting, reflective/ white tiles in common areas, maximum use of natural light etc.

shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 3,514 m2 comprising of 723 m2 tree covered area shall be developed as



OTHER CONDITION:




“Pioneer Dreams” at Block No. 83, O.P. No. 47, F.P. No. 47, TPS No. 71 (Vadod), Dist. Surat.

proposed by M/s. Pioneer Dreams Corporation.





dated 28/03/2017 submitted that the parking area provision for the project will be 19,883.5 m2

[2,364.0 m2 as open surface parking + 1,610.0 m2 in hollow plinth + 7,945.0 m2 in basement+

7,885.0 m2 as mechanical parking in basement] which is equivalent to 658 CPS against the

parking requirement of 404 CPS as per the NBC norms. It is mentioned that from the total 560

residential units, 384 units are of 1 BHK & 176 units are of 3 BHK. A notarized consent of the

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other land owner in favour of the applicant has been submitted.








CONSTRUCTION PHASE:

WATER:





soak pit system.

OPERATION PHASE:

WATER:












AIR:

7. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm





EPA rules as amended from time to time. At no time, the emission levels shall go beyond the

stipulated standards.

SOLID WASTE:




SAFETY:




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12. Fire fighting facilities like fire extinguishers, hose reel, down comer, automatic sprinkler

system in basement, manually operated electric fire alarm system, underground fire water

storage tank of 75 KL & terrace tank of 10 KL on each residential building, @200 KL

capacity underground fire water tank & terrace water tank of 10 KL for commercial building,

automatic fire detection & alarm system, provision of One electric pump of capacity 900

L/min having pressure 2.0 kg/cm2 at the Terrace tank level.etc. shall be provided as

proposed.








16. Minimum parking space of 19,883.5 m2 [2,364.0 m2 as open surface parking + 1,610.0 m2 in

hollow plinth + 7,945.0 m2 in basement+ 7,885.0 m2 as mechanical parking in basement]



17. Energy conservation measures viz. Use of LED light in common areas, solar lights for

landscape areas, maximum use of natural lighting, reflective / white tiles on terrace floor, etc.


GREEN BELT:

18. Green belt area of 1206.0 m2 comprising of 426.0 m2 tree covered area shall be developed

as proposed. The other open spaces inside the plot shall be suitably landscaped and

covered with vegetation of indigenous tree species.

OTHER CONDITION:




Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

1. Shri T. P. Singh, Chairman, SEAC.

2. Shri V. C. Soni, Vice Chairman, SEAC.

3. Shri R. J. Shah, Member, SEAC.

4. Dr. V. K. Jain. Member, SEAC.

5. Shri V. N. Patel, Member, SEAC.