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317th meeting of SEAC-Gujarat, Dated 14.12.2016
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Minutes of the 317th meeting of the State Level Expert Appraisal Committee held on 14/12/2016
at Committee Room, Gujarat Pollution Control Board, Gandhinagar.
The 317th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 14th December,
2016 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. Dr. Mayuri Pandya, Member, SEAC
The agenda of TOR/Scoping/Category 8 (a) cases, Appraisal & Reconsideration cases was taken up.
Four (4) cases of TOR/Scoping/Category 8 (a) and eight (8) cases of Appraisal were taken up. The
applicants made presentations on the activities to be carried out along with other details furnished in the
Form-1 / Form-1A, EIA report and other reports.
1. Mahadev Residency – 4 S.No.576 & 578/A/2, F.P.No.42+44/2, O.P.No.42+44/2, D.T.P.S.No.107 (Vastral - Ramol), Vastral, Ahmedabad.
Screening / scoping & appraisal.
Details of the proposed project as presented before the committee is described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [ SIA/GJ/NCP/59895/2016]
2. Type of Project Residential projects
3. Project / Activity No. [8(a) or 8(b)]
8 (a)
4. Name of the Project
Mahadev Residency – 4
5. Name of Project Proponent
Mr. Sharad Harishbhai Patel
6. Estimated Project Cost (Rs. In Crores)
Rs. 11 Crores
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Project Details Land / Plot Area (m2): 7,224.0
FSI area (m2): 19,256.4
Total BUA (m2): 32,578.8
Permissible Proposed
FSI Area (m2) 19,504.80 19,256.39
Ground Coverage (m2) -- 3,327.90
Common Plot Area (m2) 577.92 578.50
Max. Building Height (m) 30 24.4
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9. Building Details No. of Buildings:3
No. of blocks: 12
Scope of Buildings/Blocks: Basement + hollow plinth + 7 floors.
No. & size of Residential Units:340
No. & Type of Commercial Units: ---
Details of Amenities if any:- None
10. No. of expected residents / users
Fixed population considered for the project : 1700 persons
Floating population considered for the project: 1020 persons/day
11. Water & waste water details during construction phase
Water requirement (KL/day): 40.0
Source of water: Local water tanker suppliers
Waste water generation quantity (KL/day): 8.0
Mode of disposal:- Soak pit system
12. Water & waste water details during operation phase
Total water requirement (KL/day): 258.0
Fresh water requirement (KL/day): 178.5
Source of water: water supply from AMC
Waste water generation quantity (KL/day): 204.0
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 AMC.
In case of STP provision, capacity of STP: Yes 210.0 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): 3.0, 2.
Flushing (KL/day): 76.5
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 AMC.
Mode of disposal: As above.
13. Status of water supply and drainage line
Water supply & drainage connection will be available to the project after getting the B.U. permission.
14. Solid Waste Management
Construction Phase:
Generation Quantity to be
reused
Mode of Disposal/Reuse
Top Soil 2,300 m3 2,300 m3 Development of greenbelt & levelling of low lying areas
Other Excavated Earth
20,700 m3 20,700 m3
Levelling of low lying areas and development of green belt area at proposed site itself.
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Construction Debris
500 m3 500 m3 Levelling roads, pavements, plot filling, plinth filling etc.
Steel Scrap -- - - To be sold to scarp dealer.
Discarded bags/ packing materials
-- - - 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
850.0 kg/day
43 Nos. of bins of 80 litre capacity will be provided for collection of waste.
Will be regularly collected by AMC for final disposal
Wet waste
Details of segregation if to be done: Not to be done
Capacity and no. of community bins to be placed within premises:
Total 23 Nos. of bins each of 80 litre 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: 1,925.64 m2
Parking area requirement for residential units as per GDCR: 1,925.64 m2
Total number of CPS requirement for the project as per NBC: 170 CPS
Number of CPS requirement for residential units as per NBC: 170 CPS
Total parking area provided (m2) & No. of CPS: 9,054.02 m2 & 302 CPS
Parking area provided in basement (m2) & No. of CPS: 5,584.5 m2 & 175
CPS
Parking area provided in hollow plinth (m2) & No. of CPS: 3,180.7 m2 &
114 CPS
Parking area provided as open surface (m2)+ 50% OF Common Plot &
No. of CPS: 289.0 m2 & 13 CPS
16. Traffic Management
Width of adjacent public roads: 12 m wide road.
Number of Entry & Exit provided on approach road/s: 2 entry/exit will be
provided which includes one entry/exit for basement.
Width of Entry & Exit provided on approach road/s: 7.5 m & 4 m
Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation): 3 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), maximum use of Ready Mix
Concrete (RMC), rainwater harvesting by recharging the ground water table
with provision for 2 percolation wells etc.
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18. Energy Requirement, Source and Conservation
Power supply:
Maximum demand: 50 kW during construction phase and 2 MW during
Operation Phase
Connected load: ---
Source: M/s. Torrent Power Limited (TPL)
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, maximum use of natural ventilation &
daylight through proper orientation of the buildings etc.
DG Sets: Not proposed.
19. Fire and Life Safety Measures
Nearest fire station is Maninagar fire stations approx. 4km. away from the
project site. 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, fire hydrant system,
manually operated electric fire alarm system, underground water tank of
100 KL capacity, overhead tank of 20 KL capacity, automatic sprinkler
system in basement etc.
20. Details on staircase:
No. of Blocks
No. of floors
Maximum Floor Area (m2)
No. of Staircase
Width of the Staircase
Travel Distance
A+B+C +D+E+F
B+HP+7 1,439.59 6 1.5 Maximum distance of the nearest staircase from the farthest corner of any floor on the floor will be less than 20 m.
G+H+I B+HP+7 694.73 3 1.5
J+K+L B+HP+7 694.73 3 1.5
21. Rain Water Harvesting (RWH)
No. and depth of percolations wells : 2 Nos., 40 m depth
Details on Pre-treatment facilities: Before recharging rain water, suitable
arrangements of filtering will be provided. Gratings at mouth of each
drainpipe will be provided on terraces to trap leaves, debris and floating
materials. Filter media will be cleaned before every monsoon season.
First rain separator will be provided to flush off first rains. During rainy
season, the whole system (roof catchment, pipes, screens, first flush and
filters) will be checked before and after each rain and preferably cleaned
after every dry period exceeding a month.
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22. Green area details
Tree covered area (m2) : 374.0
Lawn covered area (m2): 289.0
Total Green Area (m2): 663.0
No. of trees and species to be planted: 109 trees of local flora species
such as Asopalav, Jamun, Gulmohar, Neem, Guava etc. will be
preferred.
23. Budgetary allocation for Environmental Management Plan (Rs. in lacs)
---
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
etc.
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.
Copy of village form no. 7 & 12 as well as N.A order submitted by them
show that the N.A land for residential use is in the name of applicant &
others.
During the meeting, the project proponent was suggested to increase the parking area provision for the
proposed project. After detailed discussion, it was decided to consider the project only after submission
of the following:
1. Notarized consent of other land owners for issuance of Environmental Clearance in the name of the
applicant.
2. Revised details with increased parking area provision for the project along with parking plan and
back up calculation.
3. Detailed Environment Management Plan with respect to various environmental attributes- Water &
waste water management including STP, Air, Noise, Solid wastes including Hazardous Wastes,
land, tree plantation etc. of the project both during construction and operation phase and strategy for
its implementation with financial outlay.
2. Anmol Life Style No. 206, O.P. No. 129, F.P. No. 129 of D.T.P.S. No. 241, Nana Chiloda, Gandhinagar.
Screening / scoping & appraisal.
Details of the proposed project as presented before the committee is described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/59933/2016]
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2. Type of Project Residential & Commercial Building Project
3. Project / Activity No. [8(a) or 8(b)]
8 (a)
4. Name of the project
Anmol Life Style
5. Name of Developer
M/s Trimurti Corporation
6. Estimated Project Cost (Rs. In Crores)
Rs . 85 Crore
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Project Details Land / Plot Area (m2): 6,010.0
FSI area (m2): 14,548.92
Total BUA (m2): 22,309.63
Permissible Proposed
FSI Area, (m2) 14,548.92 14,548.92
Ground Coverage, (m2) - 2,558.14
Common Plot Area, (m2) 601.0 640.73
Max. building height, (m) - 29.84 m
9. Building Details No. of Buildings: 6
No. of Blocks: 6
Scope of buildings/blocks: 2 buildings – basement + ground floor
(parking & shops) + 7 floors, 4 buildings – basement + hollow
plinth + 6 floors.
No. of Residential Units: 160
No. of Commercial Units: 18 shops.
10. No. of expected residents / users
854 person
11. Water & waste water details during construction phase
Water requirement (KL/day): 25
Source of water: local water tankers
Waste water generation quantity (KL/day): 4
Mode of disposal: Septic tank to soak pit
Details of reuse of water, if any: No
12. Water & waste water details during operation phase
Total water requirement (KL/day): 114.0
Fresh water requirement (KL/day): 72.0
Source of water: water supply from Ahmedabad Urban
Development Authority (AUDA).
Waste water generation quantity (KL/day): 90.0
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
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treated sewage will be discharged into the drainage line of
AUDA.
In case of STP provision, capacity of STP: Yes 90 KL/day
STP Technology: STP with MBR technology.
Purposes for treated water utilization: Gardening and Flushing
Quantity of treated water to be reused:1.Gardening (KL/day):2.0,
2. Flushing (KL/day):40.0
Provision of dual plumbing system (Yes/No): yes
Quantity and type (treated/untreated) of sewage to be
discharged: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be used for gardening
& flushing purpose within premises and remaining quantity of
treated sewage will be discharged into the drainage line of
AUDA.
Mode of disposal: As above.
13. Status of water supply and drainage line
AUDA water supply and AUDA sewerage line will be available during the operation phase.
14. Solid waste Management
Construction Phase:
Description Generation Quantity to be reused
Mode of Disposal / Reuse
Top Soil 650 m3 100 % reuse
For garden development
Other excavated earth
12,020 m3 50 % reuse for back filling
Send to the nearest collection point of AUDA
Construction debris
60.0 Kg/day
30% reuse for internal road sub base
Send to the nearest collection point of AUDA
Steel scrap 12.0 Kg/day
--- Sell to Actual Users
Discarded packing materials
5.0 Kg/day
--- Sell to vendors
Total Solid Waste shall (70 workers x 500 gm/person/) 35 kg/day
Operation Phase:
Type of waste
Generation Quantity
Mode of waste collection
Mode of Disposal / Reuse
Dry waste -Papers,
cartons,
thermocol,
plastic,
polythene
bags, glasses
275
Organic waste and In organic waste will be collected in different buckets.
The recyclable waste will be sold off to recyclers. The non recyclable solid waste to be generated will be transferred to the nearest collection
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etc.
Wet waste -Waste vegetable and food
point of AUDA.
Details of segregation if to be done: collection of organic and
inorganic waste will be in different buckets and it will be
subsequently collected by AUDA
Capacity and no. of community bins to be placed within
premises: No of Bins: 20 Res. & 2 Com.; Volume of Bins: 80 Lit
each
Landfill site where waste will be ultimately disposed by local
authority: at the nearest waste collection point of AUDA / AMC.
15. Parking Details Total parking area requirement for the project as per GDCR:
3,071.36 m2
Parking area requirement for residential units as per GDCR:
2,802.06 m2
Parking area requirement for Commercial units as per GDCR:
269.30 m2
Total number of CPS requirement for the project as per NBC:
182 nos.
Number of CPS requirement for residential units as per NBC:
160 nos.
Number of CPS requirement for commercial units as per NBC:
22 nos.
Total Parking area provided (m2) & No. of CPS: 5,865.37 m2 &
192 CPS
Parking area provided in basement (m2) & No. of CPS: 3,865.37
m2, 121 CPS.
Parking area provided in hollow plinth (m2) & No. of CPS:
2000.0 m2, 71 CPS.
16. Traffic Management
Width of adjacent public roads: 24.0 m wide TPS Road
Number of Entry & Exit provided on approach road/s:
1 Entry / Exit will be provided.
Width of Entry & Exit provided on approach road/s: 7.5 m
Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation): 3
Width of all internal roads: 7.5
17. Details of Green Building measures proposed.
Use of transformers & motors having minimum efficiency of 85%,
use of LED lights in common areas, use of light colours for walls &
ceiling to reduce the light absorption & to minimize cooling
requirement, rain water harvesting through ground water recharge,
provision of STP & reuse of treated sewage etc.
18. Energy Requirement, Source and
Power supply:
Maximum demand: 750 KW
Connected load: -
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Conservation Source : Torrent Power Limited
Energy saving measures: Use of transformers & motors having
minimum efficiency of 85%, use of LED lights in common areas
+ 25 nos. of solar lights, use of light colours for walls & ceiling to
reduce the light absorption & to minimize cooling requirement
etc.
DG Sets: not proposed
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 per 6.9 m2 area of
basement, 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: Naroda fire station. Distance from project
site: 4 km.
20. Details on staircase
Type & no. of buildings
No. of floors
Floor area m2
No. of staircase
Width of the staircase(m)
Max. Travel distance (m)
A, B B+G+7 430.72 1 2.06 <20
C , F B+HP+6 309.16 1 2.06 <20
D B+HP+6 329.68 1 2.06 <20
E B+HP+6 428.86 1 2.06 <20
21. Rain Water Harvesting (RWH)
Level of the Ground water table:
No. & dimensions of RWH tank(s): 2 nos
No. and depth of percolations wells: 2 nos
Details on Pre-treatment facilities: Filtration & removal of oil &
grease.
22. Green area details
Tree covered area (m2) : 360.60
Area covered by shrubs and bushes (m2): 50
Lawn covered area (m2): 230.13
Total Green Area (m2): 640.73
Green Area % of plot area: 6.0 %
No. of trees and species to be planted: 91
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Total 43 lacs proposed for municipal solid waste collection &
disposal, sewage treatment & reuse, green belt development &
rain water harvesting etc.
24. Proposed dust control
Water sprinkling, loose construction material will be covered with
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measures during the construction phase
tarpaulin while storage & transportation etc.
25. Eco friendly building material usage details.
Use of Ready Mix Concrete (RMC).
26. Details on amenities to be provided to the construction workers.
Tap water & drinking water, sanitation facilities, soak pit for
domestic waste water disposal, adequate PPEs, financial aid for
education of the workers’ children etc.
During the meeting, after detailed discussion, it was decided to consider the project only after
submission of the following:
1. Land possession documents showing the ownership of the land by the applicant/ project proponent.
2. Exact aerial distance of the project site from the nearest TSDF site.
3. Explore the possibility of providing two separate ramps and revised plans showing location of both
the ramps.
4. Details on solar energy utilization for the proposed project.
3. Orchid Harmony T.P.S.No.9 (Palanpor - Bhesan), B.No.210, O.P.No.88, F.P.No.114, Sub Plot No. B/Paikee National plot no. A,B, Vill: Palanpor, Dist: Surat.
Screening /scoping & appraisal.
The SEIAA, Gujarat has accorded environmental clearance to Mr. Sanjaybhai Virani for the building
construction project at Block No. 210/B, F.P.No.114, Sub Plot no. B, T.P.S.No.9 (Palanpore - Bhesan),
Ta: Choryasi, Dist: Surat vide order no. SEIAA/GUJ/EC/8(a)/57/2015 dated 30/02/2015 for the built up
area of 25,930.22 m2 comprising of 5 buildings housing total 260 nos. of residential units.
The project proponent vide their online proposal no. SIA/GJ/NCP/60161/2016 dated 16/11/2016 along
with revised Form-I & Form-IA requested for amendment of Environmental Clearance order dated
30/02/2015.
The request for amendment in terms of proposed expansion, change in scope & transfer of EC was
considered during the meeting.
Details of the project after the proposed expansion as presented before the committee is tabulated
below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/60161/2016]
2. Type of Project Residential & Commercial
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project Orchid Harmony
5. Name of Developer M/s. S2N Corporation
6. Estimated Project Cost (Rs. In Crores)
Rs. 50 Crore
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7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Project Details Land / Plot Area (m2): 8,782.0
FSI area (m2): 18,810.24
Total BUA (m2) : 29,750.98
Permissible Proposed
FSI Area (m2) 19,691.38 18,810.24
Ground Coverage (m2) 2,916.19 3,203.89
Common Plot Area (m2) 885.00 885.00
Max. building height (m)
-- 34.80
9. Building Details No. of Buildings: 03 Nos. residential buildings & 1
Commercial building
No. of Blocks: 03 Nos. residential buildings & 1 Commercial
building.
Scope of buildings/blocks: Residential buildings – Basement
+ hollow plinth + 11 floors, Commercial building - Basement
+ ground floor + 4 floors.
No. & size of Residential Units: 132 residential units.
No. & type of Commercial Units: 301 Nos. shops
Details of amenities if any: --
10. No. of expected residents / users
Expected residents: 528 Expected shop users: 602 Expected visitors: 500
11. Water & waste water details during construction phase
Water requirement (KL/day): 15.35
Source of water: Borewell water
Waste water generation quantity (KL/day): 2.88
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
Fresh water requirement (KL/day): 110.0
Source of water: water supply from Surat Municipal
Corporation (SMC)
Waste water generation quantity (KL/day): 85.50
Mode of disposal: Into drainage line of Surat Municipal
Corporation (SMC)
13. Status of water supply and drainage line
The project site falls in the T.P.Scheme of SMC and water
supply as well as drainage connection will be available to the
project during operation phase.
14. Solid waste Management
Construction Phase:
Generation
(m3)
Quantity to
be reused
Mode of
Disposal /
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(m3) Reuse
Top Soil 439.10 439.10 Reuse for
developing
garden area
Other
excavated
earth
29,967.16 29,395.57
m3 will be
used for
raising the
plinth
level.
Remaining will
be disposed to
other project
site based on
need.
Construction
debris
312 149
Reused as a
filler up to plinth
level and
remaining will
be reused for
outer road
development
Steel scrap 12 -- Sold to local
scrap vendors
Discarded
packing
materials
7 -- Sold to local
vendors
Operation Phase:
Type of
waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of
Disposal /
Reuse
Dry waste 402.0 Blue colour
bucket
Through
S.M.C door
to door waste
collection
system
Wet waste 268.0 Green
colour
bucket
Through
S.M.C door
to door waste
collection
system
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 S.M.C.
15. Parking Details Total parking area requirement for the project as per
GDCR: 4,134.08 m2
Parking area requirement for residential units as per
GDCR: 1,508.99 m2
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Parking area requirement for Commercial units as per
GDCR: 2,625.09 m2
Total number of CPS requirement for the project as per
NBC : 307
Number of CPS requirement for residential units as per
NBC: 132
Number of CPS requirement for commercial units as per
NBC: 175
Total Parking area provided (m2) & No. of CPS: 12,198.0
m2 & 351 CPS
Parking area provided in basement (m2) & No. of CPS:
7,323.0 m2 & 228 CPS
Parking area provided in hollow plinth (m2) & No. of CPS:
798.0 m2 & 28 CPS
Parking area provided as open surface (m2) & No. of CPS:
469.0 m2 & 20 CPS
Parking area provided as mechanical parking in basement
(m2) & No. of CPS: 3,608.0 m2 & 112 CPS
16. Traffic Management Width of adjacent public roads: 30 m wide road.
Number of Entry & Exit provided on approach road/s: 4
entry/exit will be provided (2 for residential units & 2 for
commercial units)
Width of Entry & Exit provided on approach road/s: 6.50 m
& 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 & 6.5 m.
17. Details of Green Building measures proposed.
Use of fly ash based material, provision of rain water
harvesting & ground water recharge scheme, provision of
flush tank instead of direct flushing in toilets, provision of
foam type aerated cock for water usage, use of aerated
blocks etc.
18. Energy Requirement, Source and Conservation
Power supply
Maximum demand: 1500 KVA
Connected load:
Source: DGVCL
Energy saving measures: Use of solar powered LED lights
in the common passages, garden and basement area,
solar panel of 2.5 KWH capacity per building, reflective /
white tiles on terrace floor, appropriate design to shut out
excess heat & gain loss, maximum utilization of natural
light, 1 solar water heater on terrace floor of each
residential building etc.
DG Sets
No. and capacity of the DG sets: 125 KVA x 02
Fuel & its quantity: Low Sulphur High speed Diesel (HSD)
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& Quantity – 55 L/hr
19. Fire and Life Safety Measures
During the operation phase: Fire extinguishers (total 12
nos. of fire extinguishers i.e 4 nos. per floor.), hose reel,
wet riser, yard hydrant, automatic sprinkler system in
basement, manually operated electric fire alarm system,
automatic fire detection & alarm system, underground
static water storage tanks of 75 KL x 3 nos. & terrace water
tank of 10 KL x 3 nos. for residential buildings,
underground water tank of 200 KL capacity & terrace water
tank of 10 KL for commercial building, provision of 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. It is proposed to conduct mock drill
once in a month, refill & check fire extinguishers & maintain
records thereof, regular check up of pumps, fire line, fire
detectors etc.
Details of the nearest fire station: Kapodra fire station
Distance from the project site: 3 km
Time required to reach the project site: About 10 minutes.
20. Details on staircase
Bldg.
No.
Floor No. Floor Area
(m2)
No. of
Staircase
Width of
Staircase(m)
Maximum Travel
Distance up to the
Staircase (m)
A B+HP+11 362.68 01 2.0 11.21
B+C B+HP+11 551.86 02 2.0 12.68
Comm. Bld. B+G+4 1,750.06 04 2.0
21. Rain Water Harvesting (RWH)
Level of the Ground water table: 20.0 m
No. & dimensions of RWH tank(s) : 05 no. of RWH tanks;
size: 4m x 3m x 3m
Size of Bore: 350 mm dia.
Size of pipe: 150 mm dia.
No. and depth of percolations wells: 05 nos. of percolating
wells.
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) : 360.0
Area covered by shrubs and bushes (m2): --
Lawn covered area (m2): 525.0
Total Green Area (m2): 885.0
Green Area % of plot area: 10 %
No. of trees and species to be planted: 60 trees of
Asopalav, Gulmohar, Coconut palm tree, Neem tree,
Champa etc.
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23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Capital cost of Rs. 15.55 lacs and recurring cost of Rs. 5.95
lacs has been allocated towards purposes like rain water
harvesting & ground water recharge, greenbelt development,
environment monitoring & management, waste management
etc.
24. Proposed dust control measures.
Water sprinkling, covered shed for cement unloading activity,
tarpaulin cover on excavated earth & construction material
etc.
25. Use of Eco – friendly building materials.
Use of fly ash bricks & aerated blocks for water partition,
paving blocks for parking areas & walk ways, Portland
Pozzolona Cement for RCC structure, plaster & flooring etc.
26. Details on amenities to be provided to construction workers
Drinking water & tap water, sanitation facilities, domestic
waste water collection facility, lunch space, first aid box, free
medicines, doctor service, PPEs etc.
During the meeting, it was presented that 8 nos. of sanitation blocks – separate for male & female, first
aid facility and drinking water facility will be provided at each floor of the commercial building. After
detailed discussion it was decided consider the project only after submission of the following:
1. Authentic documents showing ownership of the land by the project proponent.
2. As travel distance to the nearest staircase in case commercial building is more than 30 m, submit
the details of provision of staircases & safety measures proposed in this regard as per the
requirement of NBC & GDCR.
3. Details on provisions to be made for cross ventilation in the commercial units of the project.
4. Details on HFL of the area and measures proposed to avoid/minimize the adverse impacts due to
flood in accordance to the requirement of local bye-laws or the other concerned competent authority
in this regard.
5. Copy of permission obtained from Airports Authority of India for the proposed building height.
6. Compliance of previous Environment Clearance granted to the project in line with the Office
Memorandum no. J-11011/618/2010-IA-II(I) dated 30/05/2012 and J-11013/41/2006-IA.II(I) dated
20/10/2009 published by MoEF&CC.
7. NOC from Mr. Sanjaybhai Virani for transferring the Environmental Clearance in the name of M/s
S2N Corporation.
4. Shivdhara Skycity” T.P.S.No.22 (Sarthana - Valak), F.P.No.2, O.P.No.2, B.No.149/P, At Sarthana, Dist: Surat.
Screening / scoping & appriasal
Details of the proposed project as presented before the committee is described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/60162/2016]
2. Type of Project Commercial
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the Shivdhara Skycity
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project
5. Name of
Developer
M/s Shivdhara Developers
6. Estimated Project Cost (Rs. In Crores)
Rs. 42.0 Crore
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Project Details Land / Plot Area (m2): 11,293.0
FSI area (m2): 6,494.50
Total BUA (m2) : 29,692.09
Permissible Proposed
FSI Area (m2) 20,327.0 8,886.39
Ground Coverage (m2) --- 6,494.50
Common Plot Area (m2) 1,129.30 1,131.41
Max. building height (m) -- 14.64
9. Building Details No. of Buildings: 1 No.
No. of Blocks: 1 No.
Scope of buildings/blocks: 2 level basement + ground floor + 2 floors.
No. & size of Residential Units: --
No. & type of Commercial Units: 161 shops & offices
Details of amenities if any: --
10. No. of expected residents / users
Expected residents: -- Expected shop users: 210 Expected visitors:200
11. Water & waste water details during construction phase
Water requirement (KL/day): 14.5
Source of water: Borewell water
Waste water generation quantity (KL/day): 2.16
Mode of disposal: Into septic tank & 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
Fresh water requirement (KL/day): 32.50
Source of water: Water supply from SMC.
Waste water generation quantity (KL/day): 22.50
Mode of disposal: U/G drainage line of SMC.
13. Status of water supply and drainage line
The projects site falls in the T.P.Scheme of SMC and water
supply as well as drainage connection of SMC will be available
to the project during the operation phase.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 424.50 424.50 Reuse for
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developing garden area
Other excavated earth
70,268.88 1,505.63 m3 will be used for
raising the plinth level.
Remaining will be disposed to other project site based on need.
Construction debris
480.0 218.0 Reused as a filler up to plinth level and remaining will be reused for outer road development
Steel scrap 18.25 -- Sold to local scrap vendors
Discarded packing materials
11.40 -- Sold to local vendors
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 966.0 Blue colour bucket
Through S.M.C door to door waste collection system
Wet waste Green colour bucket
Through S.M.C door to door waste collection system
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 S.M.C.
15. Parking Details Total parking area requirement for the project as per GDCR: 1,948.35 m2
Parking area requirement for commercial units as per GDCR: 1,948.35 m2
Total number of CPS requirement for the project as per NBC : 130
Number of CPS requirement for commercial units as per NBC: 130
Total Parking area provided (m2) & No. of CPS: 37,834.0 m2 & 1203 CPS
Parking area provided in basement (m2) & No. of CPS: 17,966.0 m2 & 560 CPS
Parking area provided as open surface (m2) & No. of CPS: 1,962.0 m2 & 85 CPS.
Parking area provided as mechanical parking in basement (m2) & No. of CPS: 17,906.0 m2 & 558 CPS
16. Traffic Management
Width of adjacent public roads: 60.0 m wide road in W direction
Number of Entry & Exit provided on approach road/s: 2 gates
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will be provided.
Width of Entry & Exit provided on approach road/s: 8 m
Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 6.0 m
Width of all internal roads: 8 m & 7.50 m.
17. Details of Green Building measures proposed.
Use of fly ash based material, provision of rain water harvesting &
ground water recharge scheme, provision of flush tank instead of
direct flushing in toilets, provision of foam type aerated cock for
water usage.
18. Energy Requirement, Source and Conservation
Power supply Maximum demand: 1500 KVA Connected load:
Source: DGVCL
Energy saving measures: 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.
DG Sets No. and capacity of the DG sets: 125 KVA x 03 Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & Quantity – 55 L/hr
19. Fire and Life Safety Measures
During the operation phase: Fire extinguishers (total 12 nos. of
fire extinguishers i.e 4 nos. per floor.), hose reel, wet riser, yard
hydrant, automatic sprinkler system in entire building, manually
operated electric fire alarm system, automatic fire detection &
alarm system, underground static water storage tank of 450 KL
capacity, terrace water tank of 15 KL x 3 nos., provision of 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. It is proposed to conduct mock drill
once in a month, refill & check fire extinguishers & maintain
records thereof, regular check up of pumps, fire line, fire
detectors etc.
Details of the nearest fire station: Kapodra fire station
Distance from the project site: 3 km
Time required to reach the project site: About 10 minutes.
20. Details on staircase
No.
of floor
Floor
Area (m2)
No. of
staircase
Width of
Staircase
(m)
No. of
Fire
lift
No. of
passenger
Lift
No. of
Goods
Lift
Maximum
Travel
Distance up to
the Staircase <
30 m
2B+G+2 3,939.89 2 2.0 05 05 07 <30
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21. Rain Water Harvesting (RWH)
Level of the Ground water table: 27.0 m
No. & dimensions of RWH tank(s) : 04 no. of RWH tanks; size: 4m x 3m x 3m size of Bore: 350 mm dia. size of pipe: 150 mm dia.
No. and depth of percolations wells: 06 nos. of percolating wells.
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) : 545.0
Area covered by shrubs and bushes (m2): --
Lawn covered area (m2): 587.0
Total Green Area (m2): 1,132.0
Green Area % of plot area: 11.50 %
No. of trees and species to be planted:90 trees of Asopalav, Neem tree, Coconut Palm tree, Gulmohar etc.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Capital cost of Rs. 7.75 lacs and recurring cost of Rs. 2.35 lacs
has been allocated towards purposes like rain water harvesting &
ground water recharge, greenbelt development, environment
monitoring & management, waste management etc.
24. Proposed dust control measures.
Water sprinkling, covered shed for cement unloading activity,
tarpaulin cover on excavated earth & construction material etc.
25. Use of Eco – friendly building materials.
Use of fly ash bricks & aerated blocks for water partition, paving
blocks for parking areas & walk ways, Portland Pozzolona
Cement for RCC structure, plaster & flooring etc.
26. Details on amenities to be provided to construction workers
Drinking water & tap water, sanitation facilities, domestic waste
water collection facility, lunch space, first aid box, free medicines,
doctor service, PPEs etc.
27. Documents related to land possession.
Copy of village form no. 7 & 12 submitted by them shows that the
N.A land is in the name of M/s Shivdhara Developers, a
partnership firm through its partners.
During the meeting held on 14/12/2016, it was found that parking area provision has been made
considering the additional FSI for which they have applied to the Urban Development & Urban Housing
Department. Based on the project plans submitted by them, it was found that the travel distance to the
staircase from the farthest corner of the floor is less than 30 m. Traffic survey carried out on the existing
60 m wide Surat-Kamrej road shows that the road, having carrying capacity of 6000 PCU/hr, is capable
enough to accommodate total traffic load of 726 PCU/hr. in the proposed scenario. It was presented
that space will be provided for loading & unloading activity at open surface & in basements and the
activity will be carried out during the off peak hours. Provision of DGMS approved flame proof electrical
material like electric wires & switches etc. also conforming to the relevant IS standards will be made,
provision of one automatic power ON/OFF switch(MCB/RCB) will be made for each commercial unit to
avoid chances of sparkling/fire in case of fluctuation or higher power load. Power load will be
considered for each individual textile house higher than the actual power load requirement. The highest
flood level recorded in the past for the area is 0.9 m in the year 2006. It is proposed to raise the plinth
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level upto 1.1 m above the ground level to overcome the adverse impacts due to flood. Provision of
natural ventilation in the form of air cutouts, mechanical ventilation in the form of exhaust fans at 16
locations, CO sensors with automatic alarm system, oxygen level sensors (2 nos.) etc. will be made in
the basements. Details of cross ventilation provision in the commercial units were also discussed during
the meeting. Floor wise plans submitted show provision of separate sanitation blocks for male & female
on each floor. 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:
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 14.5 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 32.5 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.
8. No bore well shall be constructed and existing bore well/s shall be either sealed or converted into
the recharge well.
9. Sewage generation during the operational phase shall be 22.5 KL/day and it shall be discharged
through the drainage system of Surat Surat Municipal Corporation (SMC).
10. 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:
11. 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.
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.
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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. Adequate number of staircases and lifts shall open out at ground level for emergency evacuation.
16. Fire fighting facilities like fire extinguishers (total 12 nos. of fire extinguishers i.e 4 nos. per floor.),
hose reel, wet riser, yard hydrant, automatic sprinkler system in entire building, manually operated
electric fire alarm system, automatic fire detection & alarm system, underground static water storage
tank of 450 KL capacity, terrace water tank of 15 KL x 3 nos. 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 37,834.0 m2 [17,966.0 m2 in basement + 17,906.0 m2 as mechanical
parking in basement + 1,962.0 m2 as open surface parking] 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:
25. Green belt area of 1,132.0 m2 comprising of 545.0 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.
5. Sun City Block No. 1056/B/2, Village: Barbodhan, Ta: Olpad, Dist: Surat
Appraisal case.
The project proponent was called for presentation and discussion in the meeting of SEAC held on
22/06/2016 and during the meeting held on 22/06/2016, after discussing the project in detail, the
additional TOR were prescribed for the EIA study to be done covering 5 km radius from the boundary of
the project site.
The project proponent, vide proposal no. SIA/GJ/NCP/17693/2016 dated 15/11/2016, submitted EIA
report prepared by M/s Kadam Environmental Consultants.
The project proponent along with their expert / consultants attended the and made presentation before
the committee. During the meeting, the project was appraised based on the details furnished in the EIA
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report & facts presented before the committee.
During the meeting, it was proposed that sewage to be generated during the operation phase will be
treated into the proposed onsite STP and treated sewage, after its maximum reuse within premises will
be discharged into the adjacent creek. The project proponent was suggested to reuse 100% treated
sewage to be generated during the operation phase of the project instead of discharging it into the
creek. The project proponent was agreed and it was stated that treated sewage to be generated will be
completely reused for gardening, flushing & irrigation purposes. It is proposed to provide adequate
capacity tank for storing treated sewage during the monsoon season when treated sewage utilization for
gardening & irrigation purpose is not possible. It was discussed that ground water will be used during
the operation phase only if water supply from concerned local authority is not available after completion
of the construction work of the project. It was noticed that as per the CRZ map prepared by National
Centre for Sustainable Coastal Management (NCSCM), Chennai (an agency authorized the Ministry of
Environment, Forest and Climate Change, Government of India for this purpose), some of the portion of
the total land area at two locations is falling under CRZ area. It was presented that they have already
applied to Gujarat Coastal Zone Management Authority for obtaining CRZ clearance for the proposed
project and same is at a final stage of processing. As per the CRZ map prepared by the NCSCM,
Chennai, no mangroves were observed at the proposed project site and the proposed project site is
outside the mangrove area as well as buffer area of mangroves. Further, during the discussion, it was
noticed by the committee that a PIL has been filed against the project, before Hon’ble High Court of
Gujarat. At this the project proponent clarified that there was no stay order with regards to obtaining
Environmental Clearance or CRZ Clearance from concerned authorities.
Salient features of the project are as under:
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 township & area development projects falling under project activity no. 8(b) as per the schedule of
the EIA Notification 2006:
Salient features of the project are as under:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/17693/2016]
2. Type of Project Township & Area Development Project
3. Project / Activity No. [8(a) or 8(b)]
8(b)
4. Name of the project
Sun City
5. Name of Developer
Pramukh Organisers LLP.
6. Estimated Project Cost (Rs. In Crores)
428.12 crore
7. Whether construction work has been initiated at site?
No
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If yes, details thereof
8. Project Details Land / Plot Area (m2): 6,87,960.0
FSI area (m2): 2,22,378.14
Total BUA (m2): 2,39,225.32
9. Building Details No. of Buildings: 1549 villas
10. No. of expected residents / users
Occupants: 7191 Visitors: 300
11. Water & waste water details during construction phase
Water requirement (KL/day):20.0
Source of water: Local water tankers
Waste water generation quantity (KL/day): 9.93
Mode of disposal: Disposal through mobile STP.
Details of reuse of water, if any: ---
12. Water & waste water details during operation phase
Total water requirement (KL/day): 999.0
Fresh water requirement (KL/day): 577.0
Source of water: Ground water will be used till the availability of
water supply from the concerned local authority.
Waste water generation quantity (KL/day): 579
Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be completely reused for
gardening, flushing and irrigation purposes.
In case of STP provision, capacity of STP: 600 KL/day
Purposes for treated sewage utilization: Flushing, gardening &
irrigation.
Quantity of treated sewage to be reused:
1.Gardening (KL/day): 275.0, 2. Flushing (KL/day): 147.0,
3. Irrigation (KL/day): 157.0
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 completely reused for gardening, flushing
and irrigation purposes.
Mode of disposal: as above.
13. Status of water supply and drainage line
Ground water will be used as source of water till the availability of water supply from the concerned local authority and treated sewage will be completely reused for gardening, flushing & irrigation purposes.
14. Solid waste Management
Construction Phase:
Excavated earth & construction waste to be generated will be used for
filling up of low lying areas.
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of Disposal
/ Reuse
Total 3191 The waste will
be
Biodegradable
waste will be send
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segregated at
source.
for vermin-
composting & non
biodegradable
waste will be
handed over to
authorized
vendors.
STP sludge 252 Will be used
as manure for
greenbelt
development.
---
Details of segregation if to be done: Green bins for bio degradable
waste& white bins for non-biodegradable waste
Door to door waste collection system will be provided for the
project.
15. Parking Details It is proposed to provide individual car parking space within premises
of each villa and open surface parking space of 6,900 m2 equivalent to
300 CPS for visitors.
16. Traffic Management
Width of adjacent public roads:12 m
Number of Entry & Exit provided on approach road/s: 1 entry/exit
Width of Entry & Exit provided on approach road/s:18 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: 7.5 m, 9 m, 12 m, 18 m & 24 m.
17. Details of Green Building measures proposed
Fly ash bricks/fly ash blended concrete blocks, fly ash paving blocks,
maximum use of aerated blocks, use of low voltage lighting fixtures,
provision of STP & reuse of treated sewage, rain water harvesting
through ground water recharge etc.
18. Energy Requirement, Source and Conservation
Power supply:
Maximum demand: 3500 KVA
Connected load: ---
Source: MGVCL
% of saving with calculations: Maximum use of natural lighting
through architectural design, energy efficient motors & pumps,
rooftop thermal insulation, CFL lighting fixtures in the common
areas, solar street lights etc.
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:3 x 750 KVA
Fuel & its quantity: HSD, 135 litre/hr.
19. Fire and Life Safety Measures
The nearest fire station is Rander fire station which is about 9.3 km
away from the project site and a fire tender will take approximately
15 minutes to reach the project site.
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20. Details on staircase: one staircase will be provided in each villa.
21. Rain Water Harvesting (RWH)
It is mentioned that total of 2,34,719.7 m3/year of rain water will be
recharged into ground water through the proposed rainwater
harvesting & ground water recharge structures within premises.
22. Green area details
Total greenbelt development will be on 68,866.23 m2 area comprising
of 700 nos. of trees of Jamun, Dhak, Jangal Jalebi, Sirish, Caster,
Sadabahar, Peepal, Neem, Arjun etc.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Allocation of Rs. 209.0 lacs & Rs. 40.5 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 management, sewage treatment & management etc.
24. Proposed dust control measures during the construction phase
Dust suppression by water spraying, peripheral barricading the project
site, covering the construction material during transportation and
storage, compaction of soil during various construction activities etc.
25. Eco friendly building material usage details.
Fly ash bricks/fly ash blended concrete blocks, fly ash paving blocks.
26. Basic amenities to be provided to construction workers
Sanitation facilities, PPEs, welfare facilities as per the Gujarat Building
& Other Construction Workers Rules.
27. Documents
related to land
possession.
Copy of N.A order submitted by them shows that the land for
residential use is in the name of Pramukh Organizers LLP.
28. Details of EIA report
Study period: Mid. March’16 to Mid. June’16. Study area: 7 km radial area from the boundary of the project site.
Environmental attributes considered for EIA study: Air, water
(surface & ground water), noise, land, biological environment, Socio-
economic study, traffic etc.
Observations: Baseline ambient air quality in terms of average
values of PM10, PM2.5, SOx, NOx and CO was well within the NAAQM
standards. All physico-chemical parameters for surface & ground
water were within the desirable limits of BIS 10500 for drinking water
except TDS (2,799.0 mg/L) & Chloride (1,021.0 mg/L) of hand pump
of village Barbodhan. Noise level during day time at 3 out of total 6
sampling locations and during night time at 5 locations out of 6
sampling locations were found higher than the standards prescribed
by CPCB. It was mentioned that main reason for higher noise levels
is vicinity of the main approach road & vehicular movement near the
project site. It was presented during the meeting that thick tree
plantation will be carried all along the boundary wall within premises
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to overcome the noise problem due to vehicular movement.
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 township & area development projects falling under project activity no. 8(b) as per the schedule of
the EIA Notification 2006:
SPECIFIC CONDITIONS:
1. All the terms & conditions mentioned in the recommendation of Gujarat Coastal Zone Management
Authority for the proposed project shall be strictly adhered to.
2. The project proponent shall strictly abide to the decision of Hon’ble High Court of the Gujarat in case
of PIL No: 16 of 2016 with Writ Petition No. 52 of 2016.
3. Construction activity for the proposed project shall be initiated only after the issuance of the final
decision of Hon’ble High Court of the Gujarat in case of PIL No: 16 of 2016 with Writ Petition No. 52
of 2016.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 20 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 the mobile STP.
OPERATION PHASE:
WATER:
6. Total water requirement during the operation phase shall be 999.0 KL/day, out of which fresh water
requirement of 577.0 KL/day shall be met through the ground water till the availability of water
supply from the concerned local authority and the remaining 422.0 KL/day of water requirement
shall be met through treated sewage. Metering of the ground water abstraction shall be done and its
records shall be maintained.
7. Permission from concerned competent authority shall be obtained for ground water abstraction and
all the conditions stipulated in the permission shall be strictly fulfilled in true spirit.
8. Ground water shall not be used for the project after availability of water supply from the concerned
local authority. Existing bore well/s shall be either sealed or converted into the recharge well after
availability of water supply from the concerned local authority.
9. Sewage generation during operation phase shall be 579.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
10. 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 completely utilized for gardening, irrigation & flushing purposes
by providing dual plumbing system. There shall not be any kind of sewage discharge into the creek.
11. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
utilization shall be maintained and furnished to the GPCB from time to time.
12. Adequate capacity tank/s with RCC flooring & side walls shall be provided for storing the treated
sewage during monsoon season when utilization of treated sewage for gardening & irrigation
purpose is not possible.
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13. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
14. Rain water harvesting from rooftop and paved areas and ground water recharge through recharge
structures shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
15. D. G. Sets (3 × 750 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.
16. 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.
17. The stack height of the DG Sets shall be equal to the height needed for the combined capacity of all
proposed DG sets.
SOLID WASTE:
18. The solid waste to be generated shall be properly collected and segregated at source. The
Biodegradable waste shall be send for vermin-composting & non biodegradable waste will be
handed over to authorized vendors. Records of the bio degradable waste sent for vermin-
composting shall be maintained & furnished to the GPCB from time to time.
SAFETY:
19. Adequate number of staircases shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
20. Adequate parking space shall be provided within premises of each individual villa and minimum
open surface parking space of 6,900 m2 for visitors shall be provided as proposed.
ENERGY CONSERVATION:
21. Energy conservation measures viz. maximum use of natural lighting through architectural design,
energy efficient motors & pumps, rooftop thermal insulation, CFL lighting fixtures in the common
areas, solar street lights etc. shall be implemented as proposed.
GREEN BELT:
22. Green belt area of 68,866.23 m2 comprising of 700 nos. of trees shall be developed as proposed.
The other open spaces inside the plot shall be suitably landscaped and covered with vegetation of
indigenous tree species.
6. Aji River Front Development Project
Aji River, Rajkot. Appraisal case.
The project proponent did not remain present during the meeting.
Additional Agenda:
It was discussed that Ministry of Environment, Forest & Climate Change, Government of India,
vide its Notification No. S.O. 3999(E) dated 9th December, 2016 made amendment in the EIA
Notification 2006. As per the said amendment Township & Area Development Projects with >1,50,000
sq.mtrs and < 3,00,000 sq.mtrs built up area or covering an area of >50 ha and <150 ha will be
category B projects whereas Township and Area Development Projects with > 3,00,000 sq.mtrs built up
area or covering an area of >150 ha will be category A projects and shall require to obtain prior
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Environmental Clearance from the Central Government in Ministry of Environment, Forest & Climate
Change.
The provisions of amendment dated 09/12/2016 were discussed during the meeting and it was
decided to transfer the applications seeking the prior Environmental Clearance of the project /activity
8(b) - Township and Area Development projects with > 3,00,000 sq.mtrs built up area or covering an
area of >150 ha, which are in process with the State Level Expert Appraisal Committee, to Ministry of
Environment, Forest & Climate Change for further processing of the applications. List of such
applications along with details on stages of processing of the applications are mentioned below:
Sr.No. Name & location of the project Date of
application
received
Date of
SEAC
meeting in
which TOR
were
issued.
Date of
Submission
of EIA
report
Date of
appraisal
of the
project.
1. Aji River Front Development Project, Aji river,
Rajkot.
23/03/2015 16/12/2015 02/11/2016 ---
2. Happy Benchmark Textile Hub, T.P.S.No.33
(Dumbhal), F.P.No.13, O.P.No.8/1, R.S.No.8/P,
Moje: Dumbhal, Choryasi Surat.
13/09/2015 16/12/2015 14/03/2016 04/05/2016
3. Building Construction in balance area of Godrej
Garden City Township, Village: Jagatpur, Ta:
Dascroi, Dist: Ahmedabad.
10/09/2015 27/01/2016 24/10/2016 ---
4. Arvind & Smart Value Home LLP.,
Consolidated Block Numbers: 1263 part, Block
Number 1432, 1433, 1434, 1435, 1417, 1347,
1420, 1421, 1422, 1944, Motibhoyan and
Consolidated Block Numbers 605, 668, Vadser,
Taluka Kalol, Gandhinagar.
31/05/2016 29/06/2016 --- ---
5. Wildwoods Resorts & Realities Pvt. Ltd.,
R.S.No.6P1,6P2,6P3,6P4,6P5/P1,7,8/1,8/2,9p1
11,12p1,13,14,15, 16,17, 18,19,
20,25,138P7,139, 140,141,143p1,143p2,
143p3,144,145,146,147, 151p6, 151p5, 161 of
village – Patla & R.S. No. 22P1/P2, 22 P2/P2,
22P7/P2, 24P2 of Village – Gadhiyachavand,
Ta – Dhari, Dist – Amreli.
06/06/2016 29/06/2016 --- ---
6. Smart Industrial Port City at Village Adipur, Ta:
Gandhidham, Dist: Kutch.
22/11/2016 07/12/2016 --- ---
In view of the above it was decided to forward the applications for seeking prior Environmental
Clearance of the above mentioned projects in Form-1 & Form -1A along with the Terms of Reference
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issued and the EIA report received from the project proponent to SEIAA Gujarat in original and
recommend to transfer the same to Ministry of Environment, Forest & Climate Change for consideration
& necessary action at their end.
--
7. SIA/GJ/MIS/17830/2015 Commissioner of Fisheries, Fisheries Department, Government of Gujarat for Development Mangrol FH (Fishery Harbour) Phase III, At.: Mangrol, District :Junagadh
Appraisal
Project / Activity No.: 7 (e)
M/s. Fisheries Department, Government of Gujarat (herein after Project Proponent – PP)
has submitted application vide their proposal no. no. SIA/GJ/MIS/17830/2015 dated
24/11/2016 along with final EIA report regarding grant of Environmental Clearance.
EIA Report is prepared by M/s: WAPCOS Ltd. (A Government of India Undertaking),
Gurgaon, Haryana based on the ToR issued to the project proponent in the SEAC meeting
dated 12/01/2016.
Public Hearing was conducted by Gujarat Pollution Control Board on 29/06/2016 at
Somnath Bhavan, Kharvavad, Bandar Road, Village: Mangrol, Tal.: Mangrol, Dist.:
Junagadh.
Fish handling capacity of the proposed fishery harbor is 51,600 MT/Annum. As the fish
handling capacity of the Jetty is 10,000 TPA, the project falls in B category of the project /
activity no. 7(e) in the schedule of the EIA Notification, 2006.
The project proponent was called for appraisal of the project in the SEAC meeting held on
14/12/2016.
Project status: New
Project / Activity Details:
Mangrol FH (Fishery Harbour) Phase III is designed for 1000 Boats (800 Trawlers & 200 FRP). It is
need based on number of registered vessels and annual fish catch. Proposed Harbor consists of
Eastern & Western Breakwater of 737.30 m & 532 m respectively on Sea side. Design is approved
by Central Institute of Coastal Engineering for Fisheries (CICEF), Bangalore. Fish handling
capacity of the proposed fishery harbor is 51,600 MT/Annum. The area is situated on the shore line
of Arabian Sea at Mangrol. The soils in the project area are sandy in texture. Shore area about 1
km to the west of the existing Mangrol Harbour was selected and also approved by CICEF for
development of Mangrol Phase-III FH. Total plot area is 36.2 ha [11.68 ha land side facilities &
24.52 ha for marine side facilities] and proposed Green belt area/Tree plantation area will be
16400 sq. m. Estimated cost of the proposed project will be 143.52 Crores. The proposal
envisages developing an outer/ Satellite Harbour as phase-III expansion on the North-Western
side of existing fishery Harbour. The proposed project envisages construction of two break water
viz. Eastern Breakwater- 737.30 m and Western Breakwater – 532.00 m. Dredging is required
close to the shoreline to ensure all time berthing and landing of fish catch. Quay requirement will
be Landing quay- 237 m, Outfitting quay- 60 m, Repair quay- 60 m and Berthing Quay-535 m.
The berth is wharf wall type structure consisting of precast blocks and deck slab. Facilities
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proposed in Harbour are three auction hall for MFVs & FRPs, Fish Net Mending Shed, Fish
storage and Ice plants, Ice Storage facilities near outfitting quay, Sanitary Facilities, Bitumen Road,
Water distribution system, Administrative office, Radio Communication Centre, Electric Room cum
substation, Gear Shed, Workshop, Toilet Blocks, Fuel Pump Area, Boat Parking, Boat Repair Area,
Canteen, Security Cabin, Dormitory, Restroom, Pavement and Parking area, Boat hauling
arrangements etc.
Sea Side Facilities
Sr.
no.
Proposed Facilities Description
1 Landing Quay - 01 237 m x 10 m
2 Idle Berthing Quay ( 01 Jetty ) 204 m x 7 m
Berthing Quay( 01 Wharf) 211 m x 10 m
3 Outfitting Quay - 01 60 m x 10 m
4 Repair Quay - 01 60 m x 10 m
5 Beach Landing 113 m
6 Eastern Break water 737.30 m
7 Western Break water 532.00 m
8 Road Above Eastern Break water 737.30 x 6 m
9 Road Above Western Break water 532.00 x 6 m
Land Side Facilities
Sr.
no.
Proposed Facilities Description
1 Auction Hall (2 Nos.) - MFVs 77 m x 33 m (each)
Auction Hall (1 Nos.)-FRPs 30 m x 24 m
2 Net Mending Sheds (2 Nos.) 20.39 m x 10.23 m
(each)
3 Admin. Building 40 m x 30 m
4 Effluent Treatment Plant 36.83 m x 33 m
5 Boat repair Shop 23 m x 33 m
6 Security Cabin 10 m x 5.20 m
7 Radio Station 30 m x 33 m
8 Road 1965 x 18 m
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9 Gear shed 70 m x 30 m
10 Dormitory with toilet 24 m x 10.8 m
11 Fisherman rest shed 44.48 m x 40 m
12 Restaurant 25.3 m x 6.23 m
13 Public toilet block(2 Nos) 8.2 m x 8.2 m (each)
The dredging and other construction activities normally increase the turbidity levels in the water
column. The total quantity of material to be dredged is 0.68 lakh m3. The whole quality of dredged
material is to be used for reclamation. The change in water-column turbidity during dredging is a
short-term impact. Water quality due to transfer of ions from sediments to water is anticipated. It
can be concluded that apart from short-term increase in turbidity levels, no other significant effect
on marine quality due to dredging is anticipated. No impact on the marine water quality due to the
disposal of dredged material is envisaged. There are no major faunal species observed in and
around the project area. No significant impact on marine ecology is anticipated due to reclamation
of land. The HTL/LTL demarcation for the project site was conducted by Institute of Remote
Sensing (IRS) Anna University, Chennai. As per the CRZ categorization report the project area
falls in Category II. The HTL /LTL Report prepared by Institute of Remote Sensing (IRS) Anna
University, Chennai. No mangroves or any other ecosensitive entity is present in the proposed
project site. Total water requirement for the project will be 401 KL/day (Fresh water 151 KL/day
from GWIL, Sea Water 100 KL/day & Recycled treated waste water 150 KL/day). Fresh water will
be sourced through GWIL (Gujarat Water Infrastructure Ltd.) water supply. The domestic
wastewater generation will be 56.8 KL/day and it will be disposed off through septic tank - soak pit.
Waste water generation from fish washing, future fish processing for fishermen and fishery industry
people working within the fishery Harbour complex and other uses (cleaning of Auction hall and
fish Boxes) will be 232 KL/day and it will be treated in the proposed ETP (Cap. 0.56 MLD)
comprises of primary treatment units. Total 150 KL/day of treated waste water will be reused for
cleaning of auction hall premises (30 KL/day) and for fish washing (100 KL/day). Remaining 82
KL/day of treated waste water conforming to the GPCB norms will be utilized for plantation /
Gardening / Green Belt within premises. Solid waste likely to be generated from construction site
and labour camps during construction phase will be collected and disposed off at designated
disposal site. Fish waste (offal) will be collected from the auction hall and used for manufacturing of
fish meal for animal and poultry feeds etc, during operation phase. Offal may also be used for
making fertilizers for agriculture use. Community toilets with septic tanks will be provided for the
labour involved in construction phase. DG set (100 KVA) will be provided as stand-by facility.
About 300 lit/day diesel will be used as fuel during operational phase. Used Oil / Waste Oil
generated during Operational Phase will be around 0.75 KL/Year from DG Set and Repair of Boat
and this waste shall be recycled from GPCB authorized recyclers. Generated Waste (Manure) from
the waste water treatment (1.83 MT/Year) will be used for green belt development area/ agriculture
purpose. Fish waste (offal) [51.6 MT/Year] collected from the Harbour shall be fed into the
composting machine and it shall be used for manufacturing of fish meal for animal and poultry
feeds or used for making fertilizers for agriculture use. The construction activities could lead to
increased traffic due to plying of construction vehicles. Likewise, increase in fish landings at the
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Mangrol Harbour- III would also increase the traffic in the area. The measures recommended are
Navigation facilities such as harbour entrance channel, basin and different harbour facilities, like
navigation aids include tall beacons, lighthouse, and coloured/lighted buoys, markers, navigation
lights etc. The REIA report submitted by the project proponent covers the baseline data, prediction
and evaluation of impacts, environmental management plan etc. The marine ecological survey
was conducted from 13th to 15th February 2016. The surface as well bottom water samples were
collected from 13 locations. It was observed during the marine ecological survey that the project
area has moderate productivity and berthing area has less and occasional presence of Fish larvae.
Hence, no major impacts are anticipated on marine ecology due to construction and operation of
the proposed project. No significant impact on marine ecology is anticipated due to reclamation of
land. The software “Hydrodyn-MUDSOFT” has been utilized to assess the instantaneous rates of erosion and deposition for various tidal conditions i.e. spring and neap tides. The sediment
transport model was run for 15 days continuously covering spring and neap tide conditions to
understand the basic sediment transport behavior in the study domain without any development. It
was observed that there will be no significant change in the sedimentation processes due to the
development of port facilities. The wave modeling and tranquility studies carried out have
established that tranquility conditions prevail at the harbor facility for most of the time in a calendar
year. The proposed breakwaters and the berth alignment in the harbor basin have ensured that the
currents and tides around the jetty berths are well within threshold limits applicable for safe
berthing of fishing vessels most of the time thus enabling unhindered operations at the port
through-out the year. The operation phase will provide significant opportunities for employment in
skilled, semi-skilled & unskilled categories. Thus the proposed project would be considerably
beneficial to the socioeconomic conditions of local area. Beside direct employment, rise in indirect
employment and enterprise development due to proposed project would also be significantly
beneficial to the economy of local area. These direct and indirect employments would improve
economic opportunities and conditions. This would enhance the livelihood patterns of the region.
The project proponent will improve the socio-economic condition as well as status of health and
education in the region. Thus, the project would have a significant positive impact on the overall
economy of the area.
Observations & Discussions: Technical presentation was made by the project proponent. The
baseline environmental quality has been assessed for various components of the environment viz.
air, water, noise, biological and socioeconomic aspects. The baseline environmental study carried
in the study area of 10 km radial distance from project site for the period November 2015 to
January 2016. Ambient air quality monitoring was conducted at four locations in the study area.
The parameters monitored were PM10, PM2.5, SO2 and NOx. The baseline ambient air quality
results show average concentration of PM10, PM2.5, SO2 and NOx are well below the National
Ambient Air Quality Standards (NAAQS). Software modeling was carried out for predicting the
Ground Level Concentration [GLC] of SPM, SO2 and NOx. The GLC values shows minimal
increase due to the projected emission from the proposed project. Air pollution modeling in the EIA
report shows that the incremental concentration is quite low due to the proposed project. Potential
impacts pertaining to the air environment, water environment, land / soil environment, noise
environment, socio-economic environment etc. have been identified and appropriate mitigation
measures including comprehensive monitoring program has been prescribed for the same. While
discussing about the CRZ clearance, representatives of the project proponent informed that they
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have applied for CRZ clearance and it is under process. Committee noted that this project would
be considerably beneficial to the socioeconomic conditions of local area and the project would
have a significant positive impact on the overall economy of the area. After detailed discussion, it
was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.
8. SIA/GJ/IND2/59892/2016 M/S. Moradia Brothers Chem Pvt. Ltd. Block No. 45, Jalbhumi Industries Estate, Vill. Atodara, Ta. Olpad, Dist. Surat
Appraisal/ Reconsideration
Project / Activity No.: 5(f)
M/s: Moradia Brothers Chem Pvt. Ltd herein after Project Proponent – PP) submitted
application for obtaining environmental clearance for project on 17/06/2016.
PP was called for presentation in the SEAC meeting dated 28/07/2016.
During the meeting, Committee noticed that PP has submitted copy of non agriculture
status of the land, distance of surrounding entities from the proposed project including
satellite image, undertaking regarding chemicals used in the project are not coming under
major accident hazard (MAH) categories. Lay out of the unit includes separate entry and
exit. Looking to the low pollution potential of the proposal, committee unanimously decided
to categorize proposal under B2 category and the following additional information was
sought for appraisal of the project.
Project status: New
Project / Activity Details:
This is a new project for manufacturing of Synthetic organic chemicals and has applied for
following products as tabulated below:
Sr. No. Name of Product Capacity
1. Sodium Benzoate 100 MT/Month
The project falls under project activity 5(f) as per the schedule of EIA Notification 2006.
The location of the unit is outside the notified area. As per amendment to EIA Notification, 2006
vide SO 1599 (E) dated 25.06.2014, small units are categorized as Category “B” projects. Small units are defined as with 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. During presentation, PP informed that water
requirement is 4.4 KL/day, Fuel requirement is 0.8 MT/day and Chemicals to be used are not
covered in MAH category. Hence, the proposed project falls under Category B of project activity
5(f) as per the EIA Notification 2006.
Plot area is 463.70 Sq. meter. Unit has proposed 143.70 Sq. meter area for green belt
development. Estimated cost of proposed expansion is Rs. 40 lakhs. Fresh water requirement will
be met through bore well. Fresh water consumption will be 4.4 KL/day. (0.8 KLPD Domestic + 1.60
KLPD for gardening and 2.0 KLPD for industrial purpose). Wastewater generation will be 0.60
KLPD from domestic use and will be disposed off into soak pit/septic tank system. There is no
industrial waste water generation. PP has proposed to install one TFH (600 U). Imported coal/agro
waste of 0.80 MTPD is proposed as fuel. Cyclone separator is proposed as air pollution control
measure. There will be no D.G. Set for alternate power arrangement. There will be no process
emission. Details of hazardous waste generation and its management proposed are as under.
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Observations & Discussions: Technical presentation was made by the project proponent. In view
of the MoEF&CC’s OM vide no. J-13012/12/2013-IA-II (I) dated 24/12/2013, Committee asked PP
to prepare EIA-EMP report as per the EIA Notification 2006, which was agreed to by the project
proponent. After deliberation on various aspects, following additional TOR was prescribed for the
EIA study covering 5 km radius of the project boundary.
1. Land Possession Documents of the proposed site. NA permission letter from concern
authority.
2. Demarcation of proposed project activities in lay out plan.
3. Exact details about infrastructural facilities, plant machineries etc. required for the proposed
project.
4. Project site specific details such as aerial distance of the project site from the nearest (1)
Village-Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir /
Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7)
Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed
project along with the mitigation measures proposed to minimize the likely impact. Give
satellite image of 5 km radius.
5. Ensure that there is no National Park / Wild Life Sanctuary/Eco Sensitive area etc. within 10
km radius of the proposed project.
6. 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.
7. Layout plan of the factory premises. 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.
8. Proposed monthly production of each product and product wise monthly consumption of
each raw material.
9. Chemical name of each proposed product to be manufactured. Details on end use of each
product. Manufacturing process along with chemical reactions, mass balance for each
product.
10. Water balance diagram (including reuse-recycle, if any) along with qualitative and
quantitative analysis of each waste stream to be generated from the manufacturing process
of each product to be manufactured along with mass balance.
11. Stream wise qualitative & quantitative analysis of each waste stream (including process
Sr. No.
Type of Waste
Total Quantity
Facility
01. Used oil 100 liter/Year
Used oil will be sold only to the registered recyclers or reused as lubricant for machinery within the factory.
02. PP Bags 85 Nos./Month
Either reused or returned back to suppliers or sold only to the authorized vendors
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water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated.
Give segregation scheme at source. Characteristics of untreated and treated wastewater.
A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment
facilities proposed for the wastewater to be generated. The characteristic on which
treatability is based shall also be stated.
12. Details of the ETP units including its capacity, size of each unit, retention time and other
technical parameters. Commitment for achieving inlet norms of the common facility with
technical details.
13. 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.
14. Undertaking stating that a separate electric meter will be provided for the ETP & MEE.
15. Economical and technical viability of the effluent treatment system to achieve Zero Liquid
Discharge (ZLD)..
16. Plans for management 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.
17. One season Site-specific micro-meteorological data using temperature, relative humidity,
hourly wind speed and direction and rainfall should be incorporated.
18. Anticipated environmental impacts due to the proposed project/production may be
evaluated for significance and based on corresponding likely impacts VECs (Valued
Environmental Components) may be identified. Baseline studies may be conducted within
the study area of 5 km for all the concerned/identified VECs and likely impacts will have to
be assessed for their magnitude in order to identify mitigation measures.
19. One complete season base line ambient air quality data (except monsoon) to be given
along with the dates of monitoring. The parameters to be covered shall be in accordance
with the revised National Ambient Air Quality Standards as well as project specific
parameters. Locations of the monitoring stations should be so decided so as to take into
consideration the pre-dominant downwind direction, population zone and sensitive
receptors. There should be at least one monitoring station in the upwind direction. There
should be at least one monitoring station in the pre dominant downwind direction at a
location where maximum ground level concentration is likely to occur.
20. Modelling indicating the likely impact on ambient air quality due to proposed activities. The
details of model used and input parameters used for modelling 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 modelling should
be superimposed on satellite Image / geographical area map.
21. 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.
22. Specific details of (i) Process gas emission from each unit process with its quantification, (ii)
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Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air
pollution control measures for process gas emission, measures to achieve the GPCB
norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each
utility (vi) Flue gas emission rate from each utility (vii) Air Pollution Control Measures
proposed to each of the utility along with its adequacy (viii) List the sources of fugitive
emission along with its quantification and proposed measures to control it.
23. Specific details of fugitive emission from the unit along with its quantification and proposed
measures to control it along with measures proposed to monitor VOC within work area.
Details of ventilation system proposed in the work area. Measures proposed to keep the
work area environment as per the norms of GFR.
24. Details of measures proposed for noise pollution abatement & its monitoring.
25. 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 and its disposal. How the manual
handling of the hazardous wastes will be minimized?
26. Methodology of de-contamination and disposal of discarded containers and its record
keeping.
27. Measures proposed to be taken for the work area ambient air quality monitoring as per
Gujarat Factories Rules.
28. A detailed EMP including the protection and mitigation measures for preventing impacts on
human health and environment as well as detailed monitoring plan with respect to various
parameters and responsible head for the environmental management cell and
environmental management cell proposed for implementation and monitoring of EMP.
29. Detailed socio-economic development measures including community welfare program
most useful in the project area for the overall improvement of the environment.
30. 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.
31. A detailed Green Belt Development Program including annual budget, types & number of
trees to be planted, area under green belt development [with map]; along with commitment
of the management to carry out the tree plantation activities outside the premises at
appropriate places in the Industrial estate and elsewhere.
32. 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.
33. Details of quantity of each hazardous chemical to be stored, Material of Construction of
major hazardous chemical storage tanks, threshold storage quantity as per schedules of
the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous
chemicals. How the manual handling of the hazardous chemicals will be minimized?
34. Details of the separate isolated storage area for chemicals. Details of fire extinguishers,
flame proof electrical fittings, DCP extinguishers and other safety measures proposed.
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35. Specific safety details / provisions for various hazardous chemicals and detailed fire control
plan for flammable substances.
36. Details of possibilities of occupational health hazards from the proposed manufacturing
activities and proposed measures to prevent them.
37. Detailed risk assessment report including prediction of the worst-case scenario and
maximum credible accident scenario along with damage distances and preparedness plan
to combat such situation and risk mitigation measures. Vulnerable zone demarcation.
38. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg utility staff for safety related measures.
39. A tabular chart with index for point-wise compliance of above details.
The above mentioned project specific TORs/additional TORs 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.
Validity of ToR:
The ToRs prescribed for the project will be valid for a period of three years for submission
of EIA & EMP report accordingly, ToR will lapse after 13/12/2019.
The period of validity could be extended for a maximum period of one year provided an
application is made by the applicant to the Regulatory Authority, at least three months
before the expiry of valid period together with an updated Form-I, based on proper
justification and also recommendation of the SEAC.
9. SIA/GJ/IND2/6399/2015 M/s: Pranshav Health Care Plot no. 824/16, Near Metco roof , GIDC, Jaghadia, Dist. Bharuch,
Appraisal
Project / Activity No.: 5(f)
M/s: Pranshav health care (herein after Project Proponent – PP) has submitted application
vide their proposal no. SIA/GJ/IND2/6399/2016 dated 08/11/2016 regarding grant of
Environmental Clearance.
Project proponent has submitted EIA Report prepared by M/s: Jyoti Om Chemical
Research Centre Private Limited, Vadodara based on the TOR prescribed to the project in
SEAC meeting dated 25/02/2016.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in manufacturing of in-organic chemicals and now proposes for
manufacturing of Pharma Intermediates and Pharmaceutical products as tabulated below:
List of Existing Products (As Per CTE No. 70101)
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Sr.
No.
Product Name Quantity (MT/M)
1. Potassium Chloride And/or 500
(either individual
of total 7 product)
2. Potassium fluoride And/or
3. Potassium Bromide And/or
4. Potassium sulphate And/or
5. Calcium sulphate And/or
6. Magnesium sulphate And/or
7. Sodium Bromide And/or
8. Manganese Sulphate 27% solution 50
Total 550
List of Proposed Products:
Sr. No. Product Name Quantity (MT/Month)
Group A-Individual Product
1. Atorvastatin calcium 20
2. CH base (Product) 49
3. Pentaprazol Sodium 30
4. Tertiary Butyl Hydroquinone 40
Total 139
Group B-Pharmaceutical Drug
PROTON PUMP INHIBITOR (REDUCTION OF
GASTRIC ACID/ ANTACID) 20
5. Esomeprazole Magnesium Di hydrate And/or
OCULAR CARBONIC ANHYDRASE INHIBITOR
(FOR OPEN ANGLE GLAUCOMA)
6. Brinzolamide And/Or
7. Dorzolamide HCl And/Or
ANTI-DIABETIC DRUGS
8. Canagliflogin And/Or
9. Dapagliflozin And/Or
10. Vildagliptin And/Or
CHEMOTHERAPEUTIC DRUG
11. Capecitabine And/Or
ANTIBIOTIC
(3RD
GENERATION CEPHALOSPORIN)
12. Cefsulodine Sodium And/Or
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ANTICOAGULANTS
13. Dabigetran And/Or
14. Rivaroxaban And/Or
FOR TREATMENT OF PREMATURE
EJACULATION
15. Dapoxetine Hydrochloride And/Or
FOR TREATMENT OF HIV INFECTION
16. Darunavir And/Or
ANTHRAQUINONE
(FOR TREATMENTOF OSTEOARTHRITIS)
17. Diacerein And/Or
ANTI-HYPERTENSIVE DRUGS
18. Telmisartan And/Or
19. Cilnipine And/Or
LEUKOTRIENE ANTAGONIST (FOR TREATMENT
OF BRONCHIAL ASTHMA)
20. Montelukast Sodium And/Or
ANTI-FUNGAL DRUGS
21. Posaconazole And/Or
ATYPICAL ANTI-PSYCHOTIC
(FOR TREATMENT OF SCHIZOPHRENIA)
22. QuetiapineHemifumarate And/Or
PREVENT OSTEOPOROSIS
23. Risedronate Sodium And/Or
ANTIDEPRESSANT DRUGS
24. Vilazodone HCl And/Or
25. Agomealtine And/Or
ANTI-PSYCHOTIC DRUG
26. Levosulpiride And/Or
ANTI-EPILEPTIC DRUGS
27. Carbamazepine And/Or
28. Levetiracetam And/Or
ANTIMUSCARINIC DRUG
(FOR TREATMENT OF OVERACTIVE BLADDER
SYNDROME)
29. Fesoterodine And/Or
HYPERTENSION
30. Bosentan Monohydrate And/Or
FOR TREATMENT OF GOUT
31. Febuxostat And/Or
Group C-Paraben
32. Methyl Paraben And/Or 50
33. Ethyl Paraben And/Or
34. Propyl Paraben And/Or
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35. Butyl Paraben And/Or
36. Iso Propyl Paraben And/Or
Group D -Intermediate
37. 4- Amino Pyridine And/Or 40
38. Dimethyl AmenoPropiophenone And/Or
39. Guaicol And/Or
40. Veratrole And/Or
41. Diethyl Ethyl Melonate And/Or
42. 3,5 Dinitrobenzoic acid And/Or
43. P - HydroxyAcetoPhenone And/Or
44. CetylPyridinium Chloride And/Or
45. Lauryl Pyridinium Chloride And/Or
46. Ambroxol Hydrochloride And/Or
47. Acebrophylline And/Or
48. 3,5 DibenzyloxyAcetophenone And/Or
49. Methyl Nicotinate And/Or
50. Furoic Acid And/Or
51. 1(2,3 Dichloro Phenyl) Piperazine And/Or
52. 1h,1,2,4 Triazole And/Or
53. Lasamide And/Or
54. 1 (2,4 DichloroPhynyl) 2 (1- Imidazoleylethanol)
And/Or
55. 2-Mercaptobenzimidazole And/Or
56. Bronopol (BP) And/Or
57. 2 Mercapto 5 MethoxyBenzimimidazone And/Or
Group E-Fine Chemicals
58. Methyl Acetate And/Or 200
59. Ethyl Acetate And/Or
Total 449
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
Plot area is approx. 5375 sq.m. Unit has proposed 1360 sq. m area for green belt/tree plantation.
Estimated cost of proposed expansion is Rs.5.85 Crores. Total water consumption after proposed
expansion will be 123 KL/day [Fresh 64 + Recycle 59]. Industrial waste water generation at present
is NIL. Industrial waste water generation after proposed expansion will be 61 KL/day. Unit has
proposed Effluent treatment plant comprises of Primary, Secondary and Tertiary treatment facilities
followed by RO system (75 KL/day) and Evaporator (20 KL/day). Domestic waste water (8.5
KL/day) will be disposed off into septic tank/soak pit system.
Details water consumption including Reuse / recycle:
Sr.
No. Section
Water Consumption KL/Day
As Per CTE
No.- 70101
Proposed
Expansion Total
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1. Domestic 2.5 10 12.5[Fresh]
2. Industrial
2.1 Process 3 38 41[Fresh24.5 + Recycle 16.5]
2.2 Boiler 2 25 27[Fresh]
2.3 Cooling 0.5 30 30.5[Recycle 30.5]
2.4 Gardening 2 5 7[Recycle]
2.5 Other
(Washing) 0 5 5 [Recycle]
Total (Industrial) 7.5 103 110.5
[Fresh51.5 + Recycle 59]
Total
(Industrial +
Domestic)
10 113 123
[Fresh 64 + Recycle 59]
Waste water generation
Sr.
No.
Section Waste Water Generation
Existing
KL/Day
Proposed
KL/Day
Total
KL/Day
1 Domestic 1.5 7 8.5
2 Industrial
2.1 Process 0 46 46.5
2.2 Washing 0 5 5
2.3 Boiler 0 5 5
2.4 Cooling 0 5 4.5
Total (Industrial) 0 61 61
TOTAL
(Domestic + Industrial)
1.5 68 69.5
Details of fuel gas emissions
Sr.
No.
Stack Attached
To
Stack
Height
Fuel Consumption Air Pollution Control
System
As per CTE-70101
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1. IBR Boiler
( 2TPH)
11 m Baggase:- 700 Kg/Day Multi Cyclone + Bag
Filter + Water Scrubber
For Proposed Expansion
1. IBR Boiler
( 2TPH)
11 m Baggase:- 1000 Kg/Day Multi Cyclone + Bag
Filter + Water Scrubber
2. DG Set*
(1000KVA)
(2nos.)
11
Diesel
(220 L/Hr) --
Details of process emission
Sr.
No.
Stack
Attached
To
Stack
Height
(m)
Stack
Diameter
(m)
Air Pollution
Control System
Type of
Emission
Permissible
Limit
Existing
There is no any process gas emission in due to existing product.
Proposed
1. Reactor
Vessels
25 0.5 Water Scrubber +
Alkali Scrubber
HBr
SO2
HCl
NOx
Cl2
H2S
20 mg/Nm3
40 mg/Nm3
20 mg/Nm3
25 mg/Nm3
9 mg/Nm3
40 mg/Nm3
Water Scrubber+
Acid Scrubber
NH3
175 mg/Nm3
Details of hazardous waste / solid waste management details is as tabulated below:
Sr.
No.
Name of
Waste
Quantity
As per CTE
No. 70101
Proposed
Quantity
Total Quantity Treatment & Disposal
1 Process
Organic
residue
0 103
MT/Month
103
MT/Month
Collection, storage,
transportation & disposal
by incineration at BEIL
or send for co-processing
in cement industries.
2 Solvent
Residue
0 63
MT/Month
63
MT/Month
Collection, storage,
transportation & disposal
by incineration at BEIL
or send for co-processing
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in cement industries.
3 Process
Inorganic
Residue
0 29
29
Sent to TSDF
4 Spent
charcoal and
hyflo
0 32
MT/Month
32
MT/Month
Collection, storage,
transportation &
disposal by incineration
at BEIL or send for co-
processing in cement
industries
5 Spent
Solvents
0 42
MT/Month
42
MT/Month
Collection, storage,
transportation & disposal
by incineration at BEIL
or send for co-processing
in cement industries
6 ETP Sludge
+MEE salt
0 22.66
MT/Month
22.66
MT/Month
Collection, storage,
transportation &
disposal to TSDFsite of
M/s. BEIL, Ankleshwar
7 Discarded
Container/
Bags/liner
40 Nos.
200Nos. 50 Nos.
300 Nos.
90 Nos.
500 Nos.
After detoxification sent
to Authorized agencies
9 Used Oil 0.012
MT/Month 0.001
MT/Month
0.013
MT/Month
After detoxification
sentto Authorized
agencies
10 Process
Waste
8.334
MT/Month 0 8.334
MT/Month
Sent to TSDF site of
M/s. BEIL, Ankleshwar
11 Gypsum
Sludge
10
MT/Month 0 10
MT/Month
Sent to TSDF site of
M/s. BEIL, Ankleshwar
OR Brick manufacturer.
12 Briquette
Ash*
18.334
MT/Month 10
MT/Month
28.334
MT/Month
Sold to Brick
Manufactures.
Observations / Discussion:
Technical presentation made during the meeting by project proponent. The baseline environmental
quality has been assessed for various components of the environment viz. air, noise, water,
biological and socioeconomic aspect. The baseline environmental study has been conducted for
the study area of 5 km radial distance from project site for the period during March, 2015 to May,
2015. Ambient Air Quality monitoring was carried out for PM10, PM2.5, SO2, NOx, HBr, H2S, CL2,
NH3,CO and VOC at eight locations, including the project site. During the study period the value of
PM10 at monitored locations is ranged between 83-34 μg/m3 while the value PM2.5 fluctuates in the range of 43-20 μg/m3. The value of SO2 and NOx were observed to be in the range of 17- 9
μg/m3 and 20-10 μg/m3 respectively. The value of HCl was observed to be in the range of 5- 2
μg/m3. The values of HBr, H2S, Cl2 and NH3 were found Below Detectable Limit (BDL). The value of VOC at monitored locations is ranged between 0.7- 0.3 ppm. The value of NH3 and CO was
observed to be in the range of 3.8-1.1 μg/m3 and 0.8-0.3μg/m3 respectively. The average
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concentration of PM10, PM2.5, SO2, NOx and CO is within prescribed limit at all locations. The
incremental Ground Level Concentration (GLC) has been computed using ISCST – 3 model. The
resultant concentrations are within the NAAQS. Risk assessment report submitted.
The unit has dropped several product and they have submitted revised Form-1 and PFR with EIA
report. The changes occurred are as follow: (1) Unit has dropped product i.e. Dexlansoprazole,
Irbesartan, Nebivolol HCl, Tamsolosin HCl and Fingomod HCL. (2) The process of manufacturing
Pentaprazole sodium has been changed due to high quantity of mother liquor generation and water
& solvent requirement is high. (3) The total water consumption will be 123 KLD (64 KL Fresh and
59 KL recover) instead of 285 KL (152 KL Fresh and 133KL Recycle). (4) Total wastewater
generation is 61 KLD instead of 173 KLD. (5) Hazardous waste quantity is decreased. While
reviewing EIA report Committee found that PP has proposed two options for waste water
management viz. Discharge to NCTL and ZLD. Committee asked PP to maintain ZLD only to
which PP was agreed upon. Committee observed that compliance of ToR regarding by- products,
waste water management etc. were not addressed properly. After detailed deliberations the
Committee sought following additional information for further consideration of the proposal:
1. Undertaking regarding complete zero Liquid Discharge (ZLD).
2. Revised water balance with no use of recycling waste water for gardening purpose.
3. Compliance of ToR no. 34 regarding management of By-products in context of Hazardous
waste Rules-2016.
4. Details of R&D Products in context to ToR no. 8, 9 &10.
5. Copies of XGN generated Inspection reports with analysis reports of the
water/Air/Hazardous samples collected by GPCB (Last 2 years). Copies of instructions
issued by GPCB in last 2 years and point wise compliance thereof. Ensure that there are
no court cases pending against the project and there are no any notices from the Board to
their unit u/s 5 of the Environment (Protection) Act, 1986 and section 18 of the Air
(Prevention and Control of Pollution) act, 1981 since last two year.
10. SIA/GJ/IND2/17664/2015 M/s: Alliance Chemicals Plot No. C-156, Ta. Dahej Ph-1, Vagra, Dist. Bharuch,
Appraisal
The project proponent did not remain present during the meeting. It was decided to call them in one of the upcoming meetings of SEAC.
11. SIA/GJ/IND2/17720/2015 M/s: Calibre Chemicals Pvt. Ltd. Plots No.901,903,905,9 07,1002,1004 & 1006, GIDC Sarigam, Umargam, Valsad
Appraisal
Project / Activity No.: 5(f)
M/s: Calibre Chemicals Pvt. Ltd. (herein after Project Proponent – PP) has submitted
application vide their proposal no. SIA/GJ/IND2/17720/2016 dated 09/11/2016 regarding
grant of Environmental Clearance.
Project proponent has submitted EIA Report prepared by M/s: Precitech Laboratories Pvt.
Ltd., Vapi, based on the TOR prescribed to the project in SEAC meeting dated 10/03/2015.
Project status: Expansion
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Project / Activity Details:
This is an existing unit engaged in manufacturing of in organic chemicals and now proposed to
manufacture Synthetic Organic Chemicals as tabulated below:
Sr.
no.
Name of Finished products Quantity in MT/Month
Existing Proposed Total
Existing Products*
1. Potassium/ Sodium/ Ammonium
Bisulphate/ Persulphates
550 Nil 550
2. Potassium/ Sodium/ Calcium/
Lithium/ Magnesium/ Ferrous/
Barium/ Ammonium/ Copper
Iodides, Iodated & Periodates/
Ethylene diamine dihydroiodide,
Hydroiodic acid
250 Nil 250
3. Potassium/ Sodium/ Zinc/ Barium
Bromides, Bromates
50 Nil 50
4.
Sodium/ Magnesium/
Barium/Strontium/lithium
Perchlorates
320 Nil 320
5. Perchloric Acid (60%, 70%) 30 Nil 30
6.
Sodium/Zinc/Barium
Selenites/Selenates/Selenium
Oxides
50 Nil 50
7. Cobalt
Carbonate/Sulphate/Chloride
50 Nil 50
Existing By-Products
1. Mixed Sulphate 120 Nil 120
2. Sodium Hypo chloride 20 Nil 20
3. Sodium Chloride 30 Nil 30
Proposed Products
1. Povidone Iodine
NIL 1000 1000
2. Triethanolamine HydroIodide
3 5,7,-Diiodo-8-Hydroxyquinoline
4. 5-Chloro,7-Iodo Hydroxyquinoline
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5. Iodine Trichloride
6. Iodine Monochloride
7. Tetraiodoethylene Nil 300 300
8. Selenium Sulphide Nil 100 100
9. 1-Iodobutane
NIL 100 100
10. 2-Iodopropane
11. 4-Iodophenol
12. Iodobenzene Diacetate
13. Methyl Iodide
14. Diiodomethane
15. Ethyl Iodide
16. Iodotrimethylsilane
17. Magnesium Stearate
18. Calcium Stearate
19. Zinc Stearate
20. Trimethylsulfoxonium Iodide
21. Iodoform Nil 50 50
22. 1-Iodopropane
Nil 10 10 23. Iodobenzene
24. N-Iodosuccinimide
Proposed By Products
25. Sodium Acetate Nil 285 285
26. Sodium Iodide (22.5% Sol) Nil 255 255
27. Hydrochloric Acid Nil 795 795
28. Aluminium Salt Nil 125 125
29 Sodium Sulphate Nil 40
30. Potassium Salt Nil 110 110
Total 1470 3170 4640
The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification
2006.
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This is an existing unit and unit has obtained CC&A of the GPCB. Total plot area is 23840 sq. m.
Unit has proposed 3272 sq m area for the green belt development/ Tree plantation. Expected
project cost is Rs. 5.10 Crores. Fresh water requirement after proposed expansion will be
increased from 100 KL/day to 164 KL/day (23 KL Domestic, 136 KL Industrial & 5 KL Gardening)
which will be sourced through GIDC water supply. Industrial wastewater generation after the
expansion will be increased from 35.5 KL/day to 86 KL/day. Industrial effluent will be segregated in
two streams. General stream (75.5 KL/day) and high TDS steam (10.5 KL/day). The high TDS
stream will be evaporated in evaporator and the condensate will be recycled as cooling tower
make up. In existing operations, the waste water streams are segregated and the high TDS stream
is sent to evaporator where mixed sulphates are recovered and the condensate is recycled as
cooling tower make-up. The same practice will be carried out for high TDS stream after proposed
expansion project. For the proposed expansion project, full fledge ETP with primary, secondary
and tertiary treatment facilities will be constructed. After treatment, treated waste water will be sent
to guard pond for further discharge to CETP-Sarigam. Domestic waste water (20 KL/day) will be
disposed off into Septic tank/ soak pit system. Natural gas to the tune of 65 SCM/hr will be used
as fuel for existing 0.75 TPH steam Boiler. Natural gas to the tune of 120 SCM/hr will be used as
fuel for existing 2 TPH steam Boiler. Natural gas to the tune of 30 SCM/hr (for each) will be used
as fuel for existing two TFHs (1 Lakh Kcal/hr each). Natural gas to the tune of 80 SCM/hr (for each)
will be used as fuel for existing two tray dryers (1 Lakh Kcal/hr each). Natural gas to the tune of 40
SCM/hr will be used as fuel for existing HAG of Spray Dryer (2 Lakh Kcal/hr each). HSD the tune
of 65 SCM/hr will be used as fuel for existing stand-by DG set (62.5 KVA). Natural gas to the tune
of 80 SCM/hr will be used as fuel for proposed tray dryer (1 Lakh Kcal/hr). Natural gas to the tune
of 120 SCM/hr will be used as fuel for proposed 2 TPH steam Boiler. Natural gas to the tune of 60
SCM/hr will be used as fuel for proposed TFH (2 Lakh Kcal/hr). From existing operations, hydrogen
gas is generated from the process. It is vented out with 1:100 air dilutions through adequate vent.
Alkali scrubber is provided as APCD for traces of iodine and bromine generated from reactor and
electrolyzer. Bag filter and wet scrubber is used as APCD to control emissions in form of
particulate matter from spray and tray dryer. Alkali scrubber will be installed to check any trace
emission while charging Iodine during manufacturing of Methyl Iodide, Trimethylsulfoxonium
Iodide, Ethyl Iodide, Diiodomethane, 1-Iodopropane, 2-Iodopropane, 1- Iodobutane, Iodoform,
Triethanolamine Hydiodide, Iodotrimethylsilane and Tetra Iodoethylene. Alkali scrubber will be
installed to check any trace emission while charging of Iodine and chlorine traces during
manufacturing of Iodine Mono-chloride, Iodine Trichloride and N-Iodosuccinmide. Alkali scrubber
will be installed to check any trace emission while charging HCl during manufacturing of 5- Chloro
7-Iodo Hydroxyquinoline, 5, 7, Diiodo- 8 Hydroxyquinoline and Diiodosalicylic acid. Adequate stack
height is/will be provided to all stacks In existing operations, hydrogen gas is generated from the
manufacturing process. The gas is vented out with 1:100 air dilution through adequate vent.
Complete details is tabulated as below:
Sr.
no
.
Equipment’s Products/Process Type of
Emission
Vent
Detail
s
APCM
Existing process emission
1 Exhaust 1 to 5 Persulphate Process H2 gas H: 6.0 1:100
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m
D: 0.2
m
air
Dilution
2 Persulphate
Process 1 to 4
Persulphate Process H2 gas H: 6.0
m
D: 0.2
m
1:100
air
Dilution
3 Electrolyzer
Exhaust 6 to 8
Perchlorate Process H2 gas H: 6.0
m
D: 0.2
m
1:100
air
Dilution
4 Electrolyzer
Exhaust 9 &
10
Iodides/Iodates/Bromides/Bromat
es
Traces of
Iodine,
Bromine
H: 6.0
m
D: 0.2
m
Alkali
Scrubbe
r
5 Iodate-
Iodide/Bromat
e-Bromide
Reactor
Iodides/Iodates/Bromides/Bromat
es
Traces of
Iodine,
Bromine
H: 6.0
m
D: 0.2
m
Alkali
Scrubbe
r
6 Persulphate
Dryer - 1
Persulphate Process PM H: 6.0
m
D: 0.2
m
Cyclone
& Bag
Filter
7 Selenite Dryer Selenites PM H: 6.0
m
D: 0.2
m
Cyclone
& Wet
Scrubbe
r
Proposed additional process emission
8 Persulphate
Dryer – 2
Persulphate Process PM H: 6.0
m
D: 0.2
m
Cyclone
& Bag
Filter
9 Exhaust 11 to
13
Persulphate Process H2 gas H: 6.0
m
D: 0.2
m
1:100
air
Dilution
10 Electrolyzer
Exhaust 14 to
16
Perchlorate Process H2 gas H: 6.0
m
D: 0.2
m
1:100
air
Dilution
11 Iodate-Iodide/
Bromate-
Bromide
Reactor – 1 to
4
Iodides/Iodates/Bromides/Bromat
es
Traces of
Iodine,
Bromine
H: 6.0
m
D: 0.2
m
Alkali
Scrubbe
r
12 Process Methyl Iodide, Traces of H: 6.0 Alkali
Page 49 of 50
317th meeting of SEAC-Gujarat, Dated 14.12.2016
Page 49 of 50
Reactor - 1 Trimethylsulfoxonium Iodide,
Ethyl Iodide
Diiodomethane,
1-Iodopropane,
2-Iodopropane,
1-Iodobutane,
Iodoform,
Triethanolamine Hydiodide,
Iodotrimethylsilane Tetra Iodoethylene.
Iodine m
D: 0.2
m
Scrubbe
r
13 Process
Reactor - 2
Iodine Mono-chloride,
Iodine Tri-chloride
N-Iodosuccinmide
5-Chloro 7-Iodo Hydroxyquinoline
5,7, Diiodo- 8 Hydroxyquinoline
Diiodosalicylic acid
Traces of
Iodine,
Chlorine &
HCl
H: 6.0
m
D: 0.2
m
Alkali
Scrubbe
r
Note: H=Height, D=Diameter
ETP waste & evaporator salt, (150 MT/Month), Process salt (205 MT/Month) will be disposed off at
the Common TSDF site. Process residue (9 MT/Month) and Oily Cotton waste will be disposed off
at the CHWIF. Discarded barrels / containers / bags / liners (1250 Mt/Year) will be either reused or
returned back to suppliers or sold only to the authorized vendors after decontamination. Used oil
(5 KL/Year) will be sold only to the registered recyclers. Spent carbon will be send to cement
industries for co-processing. Toluene, Acetone, Chloroform, Petroleum Ether and Acetic Acid will
be used as solvents in the manufacturing process. Solvent recovery will be done through series of
condensers having cooling water & chilled water. Solvent will be collected & stored properly by
pump from jacketed receiver having chilled water. The recovered solvents will be reused in
manufacturing process. All the solvents will be directly distilled from products and purified in
packed column with the help of reflux and therefore there will be no generation of any distillation
residue from the solvent distillation.
Observations / Discussion:
Technical presentation made during the meeting by project proponent. The baseline environmental
quality has been assessed for various components of the environment viz. air, noise, water,
biological and socioeconomic aspect. The baseline environmental study has been conducted for
the study area of 5 km radial distance from project site for the period during March, 2015 to May,
2015. Ambient Air Quality monitoring was carried out for PM10, PM2.5, SO2, NOx, CL2, HCl, total
Halides and VOC at eight locations, including the project site. The concentration of all parameters
is within NAAQS at all locations. The incremental Ground Level Concentration (GLC) has been
computed using ISCST – 3 model. The resultant concentrations are within the NAAQS. Risk
assessment report submitted.
While reviewing EIA report Committee found that details regarding by-products, recycling of mother
liquor, reuse of condensate, applicability of PESO permission etc. are not addressed properly.
Committee observed the existing products are In-organic in nature they have obtained CC&A for
these products. Committee asked to submit compliance status with regards to inspections by
GPCB. After detailed deliberations the Committee sought following additional information for
Page 50 of 50
317th meeting of SEAC-Gujarat, Dated 14.12.2016
Page 50 of 50
further consideration of the proposal:
1. Compliance of ToR no. 20. Complete details regarding management of By-products in
context of Hazardous waste Rules-2016.
2. Compliance of ToR no. 21 regarding complete management of hazardous wastes. Quantity
of all types of hazardous wastes. Management of empty used centrifuged filter cloth.
3. Compliance of ToR no. 22 regarding facility for de-contamination of discarded containers
and its complete management.
4. Compliance of ToR no. 31 regarding Permission fom PESO. (Give specific details that
which chemicals attract this permission and planning thereof.
5. Compliance of CC&A of amended CC&A. Copies of XGN generated Inspection reports
with analysis reports of the water/Air/Hazardous samples collected by GPCB (Last 2 years).
Copies of instructions issued by GPCB in last 2 years and point wise compliance thereof.
Ensure that there are no court cases pending against the project and there are no any
notices from the Board to their unit u/s 5 of the Environment (Protection) Act, 1986 and
section 18 of the Air (Prevention and Control of Pollution) act, 1981 since last two year.
6. Copy of membership certificate from the CETP authority with waste water discharge
quantity.
12. SIA/GJ/IND2/60189/2016
M/s: Shubhalakshmi Polyester Limited Survey No. 81-87, 90-96, 98-102, 113,119,120,123-127. Vill. Bhensali, Ta. Vagra, Dist. Bharuch
Appraisal
The project proponent did not remain present during the meeting. It was decided to call them in one of the upcoming meetings of SEAC.
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. Dr. Mayuri Pandya, Member, SEAC