minutes of the 330 th meeting of the state level expert ...seiaa.gujarat.gov.in/seac minutes of the...
Post on 28-Mar-2018
214 Views
Preview:
TRANSCRIPT
Page 1 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 1 of 147
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.
Page 2 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 2 of 147
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
12. Water & waste water
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).
• Waste water generation quantity (KL/day): 704.0
• Mode of disposal: Sewage to be generated during the operation
Page 3 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 3 of 147
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
Page 4 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 4 of 147
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
Page 5 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 5 of 147
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
Page 6 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 6 of 147
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 :
Page 7 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 7 of 147
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
Page 8 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 8 of 147
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.
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 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
Page 9 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 9 of 147
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.
Project proponent submitted the details sought during the meeting of SEAC held on 09/11/2016 vide
their letter dated 10/03/2017.
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 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
1. Proposal is for New Project [SIA/GJ/NCP/58415/2016]
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
Page 10 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 10 of 147
(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
Permissible Proposed
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
• Waste water generation quantity (KL/day):68.0
• 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
Page 11 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 11 of 147
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
Page 12 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 12 of 147
• 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
Page 13 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 13 of 147
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:
Project Specific Conditions with which Environment Clearance is recommended:
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.
CONSTRUCTION PHASE :
WATER:
Page 14 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 14 of 147
5. Fresh water requirement during the construction phase shall be 15.0 KL/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.
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.
8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
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).
10. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 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:
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.
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 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.
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.
PARKING / TRAFFIC CONGESTION:
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.
Page 15 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
ENERGY CONSERVATION:
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:
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.
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.
The project proponent was called for presentation and discussion in the meeting of SEAC held on
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 submitted the details sought during the meeting of SEAC held on 21/12/2016 vide
their letter dated 02/03/2017.
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.
Page 16 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
Salient features of the project are as under:
Sr.
No
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/60714/2016]
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
6. Estimated Project Cost
(Rs. In Crores)
50 crores
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No
8. Project Details • Land / Plot Area (m2) : 12,141,
• FSI area (m2):21,249.72
• Total BUA (m2): 35,970.09
Permissible Proposed
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
11. Water & waste water
details during
construction phase
• Water requirement (KL/day):16.25
• Source of water: Local water tankers
Page 17 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 17 of 147
• Waste water generation quantity (KL/day): 10.53
• Mode of disposal: Septic tank & soak pit
• Details of reuse of water, if any: 4.0 KLD for curing
12. Water & waste water
details during operation
phase
• Fresh water requirement (KL/day):68.01
• Source of water: Water supply from Ankleshwar Nagar Seva
Sadan
• Waste water generation quantity (KL/day):50.52
• Mode of disposal: Into drainage line of Ankleshwar Nagar Seva
Sadan
13. Status of water supply
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
• Landfill site where waste will be ultimately disposed by local
Page 18 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
• Minimum width of open path all around the buildings for easy
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.
18. Energy Requirement,
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
Page 19 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 19 of 147
19. Fire and Life Safety
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
20. Details on staircase
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
21. Rain Water Harvesting
(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.
23. Budgetary allocation for
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
Page 20 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 20 of 147
25. Eco friendly building
material usage details.
Fly ash bricks/fly ash blended concrete blocks, fly ash paving
blocks.
26. Facilities to be provided
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 16.25 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 septic tank & soak pit
system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 68.01 KL/day and it shall be met through the
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.
4. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
5. Sewage generation during the operational phase shall be 50.52 KL/day and it shall be discharged
through the drainage system of Ankleshwar Nagar Seva Sadan.
6. 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 the runoff, pre-
treatment must be done to remove suspended matter
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.
8. 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.
9. 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.
Page 21 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 21 of 147
SOLID WASTE:
10. 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 Ankleshwar Nagar Seva Sadan
SAFETY:
11. 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.
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.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
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.
15. 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:
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.
17. 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).
18. 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.
ENERGY CONSERVATION:
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.
20. 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:
21. Green belt area of 1,214.0 m2 comprising of 500.0 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:
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.
Page 22 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
The project proponent was called for presentation and discussion in the meeting of SEAC held on
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
presented before the committee.
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.
Salient features of the project are as under:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/60530/2016]
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
Page 23 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Permissible Proposed
FSI Area (m2) 72,778.50 72,256.31
Ground Coverage (m2) 9,703.80 6,779.01
Common Plot Area (m2) 3,268.0 3,268.0
Max. building height (m) -- 40.0
9. Building Details • No. of Buildings: 13 Nos.
• No. of Blocks: 13
• 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: --
• Details of amenities if any: --
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
• Water requirement (KL/day): 15.0
• Source of water: Bore well
• Waste water generation quantity (KL/day): 2.70
• 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
• Total water requirement (KL/day): 671.50
• Fresh water requirement (KL/day): 394.50
• Source of water: water supply from SUDA
• Waste water generation quantity (KL/day): 527.0
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be used for gardening &
flushing purpose within premises and remaining quantity of treated
sewage will be discharged into the drainage line of 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
• Mode of disposal: As above.
13. Status of water The area will be covered under the Town Planning Scheme of SUDA in
Page 24 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
• Landfill site where waste will be ultimately disposed by local authority:
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
Page 25 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
17. Details of Green
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.
20. Details on staircase
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
Page 26 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
27. Documents related to land possession.
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
Page 27 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 15.0 KL/day and it shall be met
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
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.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 08 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 (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.
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 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:
Page 28 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 28 of 147
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 Surat Urban Development Authority (SUDA). 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
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 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.
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 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.
ENERGY CONSERVATION:
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:
21. Green belt area of 3,268.0 m2 comprising of 744.0 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:
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.
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.
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/62978/2017 ]
2. Type of Project Residential
3. Project / Activity
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
Page 29 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 29 of 147
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
Permissible Proposed
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
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):6.6
• 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
• Source of water: Water supply from SMC
• 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
Page 30 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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 number of CPS requirement for the project as per NBC :240
• 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
Page 31 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 31 of 147
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation): 5 m
• Width of all internal roads: 7.5 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
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :2
• 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
• Green Area % of plot area:11.6%
Page 32 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 30.0 KL/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.
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
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.
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.
5. Sewage generation during the operational phase shall be 120.0 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
Page 33 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 33 of 147
treatment must be done to remove suspended matter.
AIR:
7. D. G. sets (2 × 132 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.
8. 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.
9. 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:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
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.
12. 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.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
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.
15. 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:
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.
ENERGY CONSERVATION:
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
implemented as proposed.
GREEN BELT:
18. Green belt area of 800.0m2comprising of 300.0m2 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:
19. 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.
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.
Page 34 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 34 of 147
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/62982/2017]
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
Permissible Proposed
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
• Water requirement (KL/day): 10.3
• Source of water: Water supply from Surat Urban Development
Authority (SUDA)
• Waste water generation quantity (KL/day): 1.20
• 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
• Total water requirement (KL/day): 101.0
• Fresh water requirement (KL/day): 63.0
• Source of water: Water supply from Surat Urban Development
Authority (SUDA)
• Waste water generation quantity (KL/day):84.0
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for gardening &
flushing purpose within premises and remaining quantity of treated
Page 35 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
• Mode of disposal: As above.
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
Mode of Disposal / Reuse
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
Page 36 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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;
• Landfill site where waste will be ultimately disposed by local authority:
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
• 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 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.
Page 37 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
20. Details on staircase
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
24. Proposed dust control measures during the construction phase
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.
27. Documents related to land possession.
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 &
Page 38 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 38 of 147
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.
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/62990/2017]
2. Type of Project Commercial Project
3. Project / Activity
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
Permissible Proposed
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
9. Building Details • No. of Buildings:1
• 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
• Water requirement (KL/day): 21.75
• Source of water: water Tankers
• Waste water generation quantity (KL/day): 5.73
Page 39 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
• Fresh water requirement (KL/day):86.0
• Source of water: water supply from Ahmedabad Municipal Corporation
(AMC)
• Waste water generation quantity (KL/day):67.20
• 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
Page 40 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 40 of 147
• 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 number of CPS requirement for the project as per NBC :720
• Number of CPS requirement for commercial units as per NBC:720
• 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
• Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation): 3.5 m
• Width of all internal roads: 6.0 m 4.5 m
17. Details of Green
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
Page 41 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
20. Details on staircase
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
• Total Green Area (m2):500
• 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
Construction Workers Rules.
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
Page 42 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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:
Project Specific Conditions with which Environment Clearance is recommended:
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 commercial unit 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 in each corporate office as proposed.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 21.75 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
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.
8. Sewage generation during the operational phase shall be 67.2 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 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:
Page 43 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
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..
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 Municipal Corporation (AMC).
SAFETY:
14. 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.
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.
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 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.
ENERGY CONSERVATION:
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:
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.
Page 44 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 45 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
Page 46 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
Page 47 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project proponent did not remain present during the meeting.
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.
The project proponent did not remain present during the meeting.
13. Building construction
project proposed by Mr.
Rasiklal Narayanbhai
F.P.No.225, T.P.S.No.26, Vasna, Ahmedabad Screening/scoping
& appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63062/2017]
2. Type of Project Residential Project
3. Project / Activity
No. [8(a) or 8(b)]
8 (a)
Page 48 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
8. Project Details • Land / Plot Area (m2):7,821.0
• FSI area (m2):21,116.62
• Total BUA (m2):36,526.15
Permissible Proposed
FSI Area (m2) 21,116.7 21,116.62
Ground Coverage (m2) - 1,787.86
Common Plot Area (m2) 782.1 782.17
Max. building height 70 m 45 m
9. Building Details • No. of Buildings: 5
• No. of Blocks: 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
• Water requirement (KL/day): 19.75
• Source of water: Tankers
• Waste water generation quantity (KL/day): 5.73
• Mode of disposal: septic tank
• Details of reuse of water, if any: No
12. Water & waste
water details
during operation
phase
• Fresh water requirement (KL/day): 175.47
• Source of water: AMC water supply
• Waste water generation quantity (KL/day):137.88
• 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
Page 49 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
• Minimum width of open path all around the buildings for easy access of
Page 50 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 50 of 147
fire tender (excluding the width for the plantation): 5 m
• Width of all internal roads: 6.0 m
17. Details of Green
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.
20. Details on staircase
Type & no.
of buildings No. of floors
Floor area
m2
No. of
staircase
Width of the
staircase
(m)
Travel
distance
(m)
A 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
• Lawn covered area (m2):282.17
• 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
Page 51 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Construction Workers Rules.
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
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 :
WATER:
1. Fresh water requirement during the construction phase shall be 19.75 KL/day and it shall be met
through the local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 175.47 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.
4. 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 construction phase.
5. Sewage generation during the operational phase shall be 137.88 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 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:
7. A D. G. Set (1 x 40 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
Page 52 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 52 of 147
generator set to mitigate the impact of noise.
8. The exhaust of the D. G. Set shall be at least 3 m above roof top.
9. 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.
SOLID WASTE:
10. 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 Municipal Corporation (AMC).
SAFETY:
11. 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.
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.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
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.
15. 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:
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.
ENERGY CONSERVATION:
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
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. 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
14. Aatrey Tulip at F.P.No.88, 89, T.P.S.No.80, Bhat, Gandhinagar Screening/scoping
& appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63129/2017]
2. Type of Project Residential
Page 53 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
6. Estimated Project Cost
(Rs. In Crores)
90 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) :- 13,896.0
• FSI area (m2): 33,350.40
• Total BUA (m2): 63,380.60
Permissible Proposed
FSI Area (m2) 33,350.40 33,350.40
Ground Coverage (m2) -- 3,158.02
Common Plot Area (m2) 1389.60 1406.72
Max. building height (m) -- 41.6
9. Building Details • No. of Buildings:10
• No. of Blocks: 10
• Scope of buildings/blocks: 2 Basement + hollow plinth + 12
floors.
• No. & size of Residential Units: 240 Residential Flats
• No. & type of Commercial Units: --
• Details of amenities if any: --
10. No. of expected
residents / users
1,200 Persons/Day
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 30.0
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 4.0
• Mode of disposal: Septic tank/soak pit system
• Details of reuse of water, if any: None
12. Water & waste water
details during operation
phase
• Total water requirement (KL/day):186.0
• Fresh water requirement (KL/day): 126.0
• Source of water: Water supply from Ahmedabad Urban
Development Authority.
• Waste water generation quantity (KL/day): 144.0
• 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
Page 54 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
• Mode of disposal: As above.
13. Status of water supply
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.
Page 55 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 55 of 147
• Capacity and no. of community bins to be placed within
premises: 30 nos. of bins of 80 Liter capacity
• Landfill site where waste will be ultimately disposed by local
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
• Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation):4 m
• Width of all internal roads: 9 m.
17. Details of Green
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.
18. Energy Requirement,
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 &
Page 56 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 56 of 147
associated cooling requirements are minimized.
• DG Sets:
No. and capacity of the DG sets: 1 x 100 KVA
Fuel - HSD
19. Fire and Life Safety
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
21. Rain Water Harvesting
(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
23. Budgetary allocation for
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
Page 57 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 57 of 147
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.
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
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 :
WATER:
1. Fresh water requirement during the construction phase shall be 30.0 KL/day and it shall be met
through the local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
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
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.
Page 58 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 58 of 147
8. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
9. 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 the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
10. A D. G. Set (1 x 100 KVA) proposed as back up 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 exhaust of the D. G. Set shall be at least 3 m above roof top.
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.
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).
SAFETY:
14. 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.
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.
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 space of 24,469.56 m2 [21,311.54 m2 in basement + 3,158.02 m2 in hollow plinth]
shall be provided as proposed.
ENERGY CONSERVATION:
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
implemented as proposed.
GREEN BELT:
21. Green belt area of 2,103.76 m2 comprising of 697.04 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.
Page 59 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 59 of 147
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.
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/63115/2017]
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
8. Project Details • Land / Plot Area (m2):8,811.0
• FSI area (m2):22,032.63
• Total BUA (m2):34,180.75
Permissible Proposed
FSI Area (m2) 22,088.94 22,032.63
Ground Coverage (m2) 4,398.59 4,232.34
Common Plot Area (m2) 881.10 886.78
Max. building height (m) -- 26.6
9. Building Details • No. of Buildings:1
• 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
• 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):97.98
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):74.71
• Mode of disposal: Into drainage line of SMC.
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 /
Page 60 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 60 of 147
(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
Mode of Disposal / Reuse
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.
Page 61 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 61 of 147
• 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 number of CPS requirement for the project as per NBC :423
• Number of CPS requirement for commercial units as per NBC:423
• 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
Page 62 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 62 of 147
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.
20. Details on staircase
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
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :3
• 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.
• Lawn covered area (m2):670.69
• Total Green Area (m2):919
• Green Area % of plot area:10.43%
• 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.
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 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
Page 63 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 63 of 147
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:
Project Specific Conditions with which Environment Clearance is recommended:
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.
CONSTRUCTION PHASE :
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:
6. Water requirement during the operation phase shall be 97.98 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.
7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
8. Sewage generation during the operational phase shall be 74.71 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 3 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 (2 × 132 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 stack height of the D.G.sets shall be equal to the height needed for the combined capacity of
Page 64 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 64 of 147
all proposed D.G.sets.
SOLID WASTE:
13. The solidwaste 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 SuratMunicipal Corporation (SMC).
SAFETY:
14. 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.
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.
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 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.
20. 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).
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.
ENERGY CONSERVATION:
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.
23. 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:
24. Green belt area of 919.0 m2 comprising of 248.31 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:
25. 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
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
Page 65 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 65 of 147
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
presented before the committee.
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
Page 66 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 66 of 147
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:
Project Specific Conditions with which Environment Clearance is recommended:
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 commercial unit 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 in each corporate office as proposed.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 10.3 KL/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 disposed off through the septic tank -
soak pit.
OPERATION PHASE:
WATER:
6. Water requirement during the operation phase shall be 124.0 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.
7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
8. Sewage generation during the operational phase shall be 100.0 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 3 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 (2×80 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.
Page 67 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 67 of 147
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.
12. 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:
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 Surat Municipal Corporation (SMC).
SAFETY:
14. 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.
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.
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 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.
20. 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).
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.
ENERGY CONSERVATION:
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.
23. 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:
24. Green belt area of 998.11 m2 comprising of 458.11 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:
25. 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.
Page 68 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 68 of 147
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
Page 69 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 69 of 147
be no generation of hazardous waste from the manufacturing activity.
Salient features of the project are as under:
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
Page 70 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 70 of 147
Project / Activity Details:
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)
Page 71 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 71 of 147
• 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
Project / Activity Details:
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
Page 72 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 72 of 147
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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
Existing Proposed Total
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
Existing Proposed Total
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
Page 73 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 74 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 74 of 147
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
Observations & Discussions:
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.
Page 75 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 75 of 147
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
Project / Activity No.: 5(f)
• 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
Project / Activity Details:
Page 76 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
25.00 API Intermediates
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
40.00 API Intermediates
16. 5-Methoxy-1,3-Dihydro-2H-Benzimidazole-2-thione
40.00 API Intermediates
Total 735.00
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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
Page 77 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 78 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 79 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 79 of 147
+1213+1208+1209+1209/A, GIDC-Ankleshwar, Dist.: Bharuch
Project / Activity No.: 5(f)
• 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.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed Project
(Rs. in Crores)
Rs. 31.75 Crores
Page 80 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 81 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 81 of 147
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
Page 82 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 82 of 147
15 FeSO4+H2O2
Treatment tank-1 2 18.75 - -
2.5 x 2.5 x
3.00
Mode of Disposal & Final meeting point
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
---
Page 83 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 84 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 84 of 147
Solid Fuel: MT/Day
Gaseous Fuel: SCM/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)
9 Bag Filter Natural
Gas
PM
SOX
NOX
150
mg/NM3
100
PPM
50 PPM
Page 85 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 85 of 147
5. Hot Air
Generator
for
SFD(1300
00
Kcal/Hr)(B
ETA Blue)
13 Bag Filter Natural
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)
11 Bag Filter Natural
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.
Page 86 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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.
Page 87 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 87 of 147
Membership details of TSDF, CHWIF, Common
MEE etc.
BEIL Landfill
Details of Non-Hazardous waste & its disposal
(MSW and others)
--
Observations & Discussions:
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
Project / Activity No.: 5(f)
• 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
Project / Activity Details:
This is a new unit proposes the manufacturing of Synthetic organic chemicals as tabulated below:
Sr.
No.
Product
(API Intermediates & Fine
Chemicals)
Production Capacity
(Mt/Month)
1. Sodium Alkoxide 50
1 Sodium Methoxide 25%
Page 88 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 89 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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
Page 90 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 91 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
--
Page 92 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Observations & Discussions:
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 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.
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.
Page 93 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Project / Activity No.: 5(f)
• 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.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
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
Page 94 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 94 of 147
3 Chloroform (By product) 0 2.0 2.0
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed
Project
(Rs. in Crores)
8.17 Cr + 2.62 Cr = 10.79 Cr
Total Plot area
( sq. meter)
3750 Sq.m
Green belt area,/Tree
Plantation area
( sq. meter)
500 Sq.m Existing + 500 Sq. Meter proposed
Water Source of Water Supply
(GIDC, Bore well, Surface
water etc...)
GIDC
Water consumption (KL/day)
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.
Waste water generation (KL/day)
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
Page 95 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 95 of 147
Total Industrial waste
water
10.0 30.0 40.0
*Ignore in case of New projects.
Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
Primary & secondary ETP,
ETP capacity: 45 KLPD.
Mode of Disposal & Final meeting point
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
Gaseous Fuel: SCM/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
Collection, storage,
transportation, disposal
at TSDF site, BEIL.
2
Used oil Plant
machinery 5.1
30 Lit
Collection, storage,
reuse, disposal by
selling to registered
recycler
3 Discarded
containers /
Bags / Liners
Production 33.3
154.8 MT
Collection, storage,
decontamination,
reuse, transportation,
disposal by selling to
authorized recycler
4 Spent Carbon Production 36.2 Collection, storage,
Page 96 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 96 of 147
83.6 MT transportation, disposal
at BEIL for incineration.
5 Sludge from
wet scrubber Production 37.1
90 MT
Collection, storage,
transportation, disposal
at TSDF site, BEIL.
6 Distillation
Residue Production
27.2 MT Collection, storage,
transportation, disposal
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
Observations & Discussions:
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 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.
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.
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
Project / Activity No.: 5(f)
• 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.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
Page 97 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 98 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed
Project
(Rs. in Crores)
@ Rs. 120 lac
Plot area
( sq. meter)
943 Sq.M.
Green belt area,/Tree
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
Treatment facility with
capacity
Primary Treatment Plant& Evaporation
Mode of Disposal & Final
meeting point
Industrial: Zero Disposal
Domestic: Soak Pit
Reuse/Recycle details Partially, Reuse of treated effluent
No. of
Boilers/TFH/Furnaces/DG
sets etc. with capacities
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
Page 99 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 99 of 147
Observations & Discussions:
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 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.
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 5 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 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.
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 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.
Committee decided to recommend for grant of TOR to SEIAA, Gujarat for the aforementioned proposal.
27 SIA/GJ/IND2/18714/2017 M/s: Indo Colchem Pvt. Ltd Plot No.36, GIDC, Vatva,Ahmedabad
Screening & Scoping
Project / Activity No.: 5(f)
• 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.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
tabulated below:
Name of Products Total after Proposed
(MTPM)
Page 100 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 100 of 147
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed
Project
3.50 Crores
Total Plot area 11,137 sq. M
Green belt area,/Tree
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
*Ignore in case of New projects.
Waste water generation (KL/day)
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
Page 101 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 101 of 147
Total Industrial waste water to CETP, Vatva
(Booked quantity)
300
Total Industrial waste water to MEE at Novel,Vatva 40
*Ignore in case of New projects.
Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
ETP In house
Capacity: 350 KL/day
MEE Vatva
CETP Vatva
Novel, Vatva
Mode of Disposal & Final
meeting point
Domestic: Soak pit
Industrial :CETP Vatva
MEE,Vatva
Novel, Vatva
Reuse/Recycle details
(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
Gaseous Fuel: SCM/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.)
Page 102 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 103 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 103 of 147
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.
Page 104 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 104 of 147
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
Observations & Discussions:
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 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
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. 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.
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.
28 SIA/GJ/IND2/18651/2017 M/s: Suyog Life Sciences Pvt Ltd. Plot No. 145/B, GIDC Ankleshwar, Dist. Bharuch.
Screening & Scoping
Project / Activity No.: 5(f)
• M/s: Suyog Life Sciences Pvt Ltd (herein after Project Proponent – PP) has submitted application
Page 105 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 105 of 147
vide their proposal no. SIA/GJ/IND2/18651/2017 dated 06/03/2017.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
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
Page 106 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 106 of 147
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
Page 107 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 108 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 109 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
09A 5-(4'-Bromomethyl-1,1'-biphenyl-2-yl)-1-triphenylmethyl-1H-
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
Page 110 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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-
Page 111 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 111 of 147
methylethyl)-2-pyrimidinyl]-N-methylAnd/Or
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-
methylethyl)-2-pyrimidinyl]-N-methylAnd/Or
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
Page 112 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 112 of 147
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
19A 5-(4'-Bromomethyl-1,1'-biphenyl-2-yl)-1-triphenylmethyl-1H-
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
Page 113 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 113 of 147
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
Page 114 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 114 of 147
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
Page 115 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 115 of 147
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
Page 116 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 116 of 147
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
Page 117 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 117 of 147
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
Page 118 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 118 of 147
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
Page 119 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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
Page 120 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
P + S + T
Mode of Disposal & Final meeting point
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
Gaseous Fuel: SCM/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
Page 121 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Page 122 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Collection, storage,
transportation & incineration in
common incineration of BEIL,
Ankleshwar or for co processing
Page 123 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
CCA&Rule 9 permission to
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
having authorization with valid
CCA&Rule 9 permission to
receive this waste or send to
ETP
11. Bromates B6 68.400 31.60 100 HBr solution: disposal by sell
Page 124 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 124 of 147
(Hypo-
Bromites) MT/Year MT/Y
ear
MT/Year out to authorized users who are
having authorization with valid
CCA& rule 9 permission to
receive this waste.
Membership details of TSDF, CHWIF, Common MEE etc. Membership of BEIL for Land filling &
effluent disposal.
Observations & Discussions:
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 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.
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.
29 SIA/GJ/IND2/18722/2017 M/s: Felix Colorant Pvt Ltd D-2/Ch/334-B, GIDC-Dahej, Bharuch
Screening & Scoping
Project / Activity No.: 5(f)
• 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
Project / Activity Details:
This is a new unit proposes the manufacturing of Synthetic organic chemicals as tabulated below:
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
Page 125 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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
Page 126 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 126 of 147
Waste water generation (KL/day)
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.
Mode of Disposal & Final meeting point
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 Height 30 meters
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
Page 127 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 127 of 147
SOURCES OF PROCESS EMISSIONS VENT
Source of emission Process Vent-1
Type of Emissions HCl
Permissible Limits 20 mg/Nm3
Stack Height 11 meters
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
Permissible Limits 40 mg/Nm3
Stack Height 11 meters
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
Observations & Discussions:
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 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.
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 5 Km radial distance
Page 128 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 128 of 147
from the project boundary.
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.
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 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.
Committee decided to recommend for grant of TOR to SEIAA, Gujarat for the aforementioned proposal.
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
Project / Activity No.: 5(f)
• 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.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic organic chemicals and now proposes for expansion as
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
Page 129 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed
Project
(Rs. in Crores)
204.86 Lacs+ 54.30 Lacs = 259.166 Lacs
Total Plot area
( sq. meter)
2071.25 Sq.m
Green belt area,/Tree
Plantation area
( sq. meter)
300 Sq.m Existing + 300 Sq. Meter proposed
Water
Source of Water Supply GIDC
Water consumption (KL/day)
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
Page 130 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Waste water generation (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
Treatment facility with
capacity
Effluent collected and discharged to ETL, Ankleshwar
Mode of Disposal & Final
meeting point
Domestic: Soak Pit system
Industrial: Effluent will be discharged to ETL 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.
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
Page 131 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
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
Gaseous Fuel: SCM/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
Observations & Discussions:
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.
Page 132 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 132 of 147
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 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.
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.
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.
Page 133 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 133 of 147
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
Page 134 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 134 of 147
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.
Page 135 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 135 of 147
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
Page 136 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 136 of 147
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
Page 137 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 137 of 147
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
Page 138 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 138 of 147
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:
Project Specific Conditions with which Environment Clearance is recommended:
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 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.
CONSTRUCTION PHASE :
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.
8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
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
Page 139 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 139 of 147
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
diesel generator set to mitigate the impact of noise.
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.
PARKING / TRAFFIC CONGESTION:
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.
ENERGY CONSERVATION:
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
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:
Page 140 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 140 of 147
25. Green belt area of 629.0 m2 comprising of 305.0 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:
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.
This office has received an application for Environment Clearance of the above project vide
proposal no. SIA/GJ/NCP/62769/2017 on 06/03/2017.
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.
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE:
WATER:
1. Fresh water requirement during the construction phase shall be 15.0 KL/day and it shall be
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:
3. Water requirement during the operation phase shall be 145.50 KL/day and it shall be met
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
records shall be maintained.
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.
Page 141 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 141 of 147
5. Sewage generation during the operational phase shall be 112.50 KL/day and it shall be
discharged through the drainage system of Surat Urban Development Authority (SUDA).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 6
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:
7. D. G. sets (2 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
diesel generator set to mitigate the impact of noise.
8. 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.
9. 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:
10. 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 Urban Development Authority (SUDA).
SAFETY:
11. 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.
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.
shall be provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided,
located preferably at opposite ends.
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.
15. 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:
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.
ENERGY CONSERVATION:
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.
shall be provided as proposed.
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:
19. 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.
“Tapti Greenz” at TPS No. 25 (Mota Varachha), Block No. 41, O.P. No. 130, F.P. No. 130, Ta:
Page 142 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 142 of 147
Choryasi, Dist. Surat proposed by Mr. Jayrajbhai A Jodhani.
This office has received an application for Environment Clearance of the above project vide
proposal no. SIA/GJ/NCP/62816/2017 on 02/03/2017.
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 a notarized consent of all the other land owners in favour of the
applicant.
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE:
WATER:
1. Fresh water requirement during the construction phase shall be 14.0 KL/day and it shall be
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:
3. Water requirement during the operation phase shall be 57.50 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.
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.
5. Sewage generation during the operational phase shall be 44.0 KL/day and it shall be
discharged through the drainage system of Surat Municipal Corporation (SMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 3
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:
7. D. G. sets (2 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
diesel generator set to mitigate the impact of noise.
8. 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.
9. 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.
Page 143 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 143 of 147
SOLID WASTE:
10. 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:
11. 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.
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.
shall be provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided,
located preferably at opposite ends.
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.
15. 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:
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.
ENERGY CONSERVATION:
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:
18. Green belt area of 642.0 m2 comprising of 327.0 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:
19. 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.
“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.
This office has received an application for Environment Clearance of the above project vide
proposal no. SIA/GJ/NCP/53948/2016 on 21/06/2016.
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.
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
Page 144 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 144 of 147
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:
WATER:
1. Fresh water requirement during the construction phase shall be 14.5 KL/day and it shall be
met through own bore well. Permission of concerned authority shall be obtained for ground
water abstraction.
2. Sewage generated during the construction phase shall be disposed off through septic tank &
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.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 17
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
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 stack height of the D.G.sets shall be equal to the height needed for the combined
capacity of all proposed D.G.sets.
Page 145 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 145 of 147
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 Surat Municipal Corporation (SMC).
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.
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. 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 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.
ENERGY CONSERVATION:
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
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.
“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.
This office has received an application for Environment Clearance of the above project vide
proposal no. SIA/GJ/NCP/58424/2016 on 14/09/2016.
The project was appraised during the meeting of SEAC held on 21/01/2017. Based on the details
sought during the meeting of SEAC held on 21/01/2017, the project proponent vide their letter
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
Page 146 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 146 of 147
other land owner in favour of the applicant has been submitted.
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:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE:
WATER:
1. Fresh water requirement during the construction phase shall be 15.35 KL/day and it shall be
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:
3. Water requirement during the operation phase shall be 194.0 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.
4. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
5. Sewage generation during the operational phase shall be 151.30 KL/day and it shall be
discharged through the drainage system of Surat Municipal Corporation (SMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 5
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:
7. A D. G. Set (1 x 125 KVA) proposed as back up 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.
8. The exhaust of the D. G. Set shall be at least 3 m above roof top.
9. 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.
SOLID WASTE:
10. 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:
11. 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.
Page 147 of 147
330th meeting of SEAC-Gujarat, Dated 28.03.2017
Page 147 of 147
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.
13. In basement at least two separate ramps of adequate width and slope shall be provided,
located preferably at opposite ends.
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.
15. 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:
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]
shall be provided as proposed.
ENERGY CONSERVATION:
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.
shall be provided as proposed.
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:
19. 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.
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.
top related