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332nd meeting of SEAC-Gujarat, Dated 18.04.2017
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Minutes of the 332nd meeting of the State Level Expert Appraisal Committee held on
18/04/2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.
The 332nd meeting of the State Level Expert Appraisal Committee (SEAC) was held on 18th April,
2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members
attended the meeting:
1. Shri T. P. Singh, Chairman, SEAC.
2. Shri V. C. Soni, Vice Chairman, SEAC.
3. Shri R. J. Shah, Member, SEAC.
4. Shri Rajesh I Shah, Member, SEAC.
5. Shri V. N. Patel, Member, SEAC.
6. Dr. V. K. Jain, Member, SEAC.
7. Dr. Mayuri Pandya, Member, SEAC.
8. Shri K. C. Mistry, Secretary, SEAC
The agenda of TOR/Scoping/Category 8 (a) cases and Appraisal cases was taken up. Twenty five (25)
cases of TOR/Scoping and four (4) 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 Sun Avenue One Survey Number 198/2, F.P. Number 653, TPS
Number 21, Vasna, Ahmedabad
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63159/2017]
2. Type of Project Commercial Project
3. Project / Activity
No. [8(a) or 8(b)]
8 (a)
4. Name of the
project
Sun Avenue One
5. Name of
Developer
The Hill Plaza Co-operative Housing Society Ltd -Vibhag 2
6. Estimated
Project Cost (Rs.
In Crores)
50 Crores
7. Whether
construction
work has been
initiated at site?
If yes, details
thereof
No
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8. Project Details • Land / Plot Area (m2):5350
• FSI area (m2): 13,757.39
• Total BUA (m2):25,417.42
Permissible Proposed
FSI Area (m2) 14,445 13,757.39
Ground Coverage (m2) - 2363.70
Common Plot Area (m2) 535 535
Max. building height 70 m 45 m
9. Building Details • No. of Buildings:1
• No. of Blocks:1
• Scope of buildings/blocks: Commercial building- 2 level basement + ground floor +12 floor
• No. & type of Commercial Units: 68 shops +189 offices
• Details of amenities if any: No
10. No. of expected
residents / users
1400 occupants and 200 visitors
11. Water & waste
water details
during
construction
phase
• Water requirement (KL/day): 21.75
• Source of water: water tankers
• Waste water generation quantity (KL/day): 5.73
• Mode of disposal: septic tank
• Details of reuse of water, if any: No
12. Water & waste
water details
during operation
phase
• Fresh water requirement (KL/day):68.18
• Source of water: water supply from Ahmedabad Municipal Corporation (AMC)
• Waste water generation quantity (KL/day):52.8
• Mode of disposal: Into underground drainage line of Ahmedabad Municipal Corporation (AMC).
13. Status of water
supply and
drainage line
Available at site
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to be
reused (m3)
Mode of
Disposal /
Reuse
Top Soil 1400 1400 Will be
completely
used in
development
of landscape
area /
greenbelt
Other
excavated
earth
26,600 12,600 m3 will
be used for
back filling
and raising
plinth level.
Balance earth
will be used in
other project
Construction 250 150 m3 will be Balance
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debris used for
development
of internal
road.
debris will be
handed over
to AMC
Steel scrap 10 0 Sold to
vendors
Discarded
packing
materials
8 0 Sold to
vendors
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of
Disposal /
Reuse
Dry waste 184 White bins Sold to
vendors
Wet waste 276 Green Bins Municipal bins
• Details of segregation if to be done: yes
• Capacity and no. of community bins to be placed within premises: 15 kg and 12 number of community bins to be placed in common area
• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW collection point of AMC.
15. Parking Details • Total parking area requirement for the project as per GDCR: 6,878.69 m2
• Parking area requirement for Commercial units as per GDCR :6,878.69 m2
• Total number of CPS requirement for the project as per NBC :551
• Number of CPS requirement for commercial units as per NBC:551
• Total Parking area provided (m2) & No. of ECS: 17,677.8 & 564 ECS
• Parking area provided in basement (m2) & No. of ECS: 7929.87 & 247 ECS
• Parking area provided in hollow plinth (m2) & No. of ECS: 1082.06 &32 ECS
• Parking area provided as open surface (m2) & No. of ECS:736 &38 ECS
• Parking area provided as mechanical parking in basement (m2) & No. of ECS: 7929.87 & 247 ECS, Mechanical parking in basement
16. Traffic
Management
• Width of adjacent public roads: 30 m and 12 m wide road
• Number of Entry & Exit provided on approach road/s: One entry and One exit
• Width of Entry & Exit provided on approach road/s:6 m entry and 7.5 m exit
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3.5 m
• Width of all internal roads: minimum 6.0 m
17. Details of Green
Building
measures
Maximum use of natural lighting through architectural design, energy
efficient motors & pumps, water efficient taps, maximum use of RMC &
aerated blocks, use of LED lighting fixtures and low voltage lighting,
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proposed. solar lighting in open and landscape areas- 18 numbers of solar lights,
roof-top thermal insulation, water meters, rain water harvesting &
ground water recharge through 2 nos. of percolating wells etc.
18. Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand: 1250 KVA Connected load: 1500 KVA
• Source: Torrent Power Limited % of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables, solar 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:125 KVA
Fuel & its quantity: HSD, 25 litre/hr
19. Fire and Life
Safety Measures
• During Construction Phase: Provision of Personal Protective Equipment’s (PPEs) to the construction workers and its usage shall be ensured and supervised, training to all workers on construction safety aspects, first aid room with first aid kit, doctor & ambulance service.
• During operation phase: Fire extinguishers, hose reel, manually operated electric fire alarm system, wet riser, automatic sprinkler system in basement, refuge area, underground static water storage tank-200 KL capacity, terrace tank -40 KL capacity (total capacity), pump near underground static water storage tank (fire pump) with minimum Pressure of 3.5 kg/cm2 at terrace level etc.
20. Details on staircase
Type & no.
of buildings
No. of
floors
Floor area
m2
No. of
staircase
Width of the
staircase
(m)
Travel
distance
(m)
Commercial 2B + G/HP
+ 12 978.71 2 2.0 24
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 21 m
• No. & dimensions of RWH tank(s) : 2 No and 2.5m X 2.0 m X 3.0 m
• No. and depth of percolations wells : 2 no and
• Details on Pre-treatment facilities : oil and grease removal and filter
22. Green area
details
• Tree covered area (m2) :200
• Area covered by shrubs and bushes (m2):150
• Lawn covered area (m2):196.78
• Total Green Area (m2):546.78
• Green Area % of plot area: 10%
• No. of trees and species to be planted: 81 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar
23. Dust control
measures
Spraying of water, Peripheral barricading,, covered shed for cement,
Loading area, covering the excavated earth with tarpaulin sheet etc.
24.
Budgetary
allocation for
Environmental
Management
Plan
Allocation of Rs. 13 lacs & Rs.9 lacs as capital cost & recurring cost
respectively has been made for EMP & EMS including green belt
development, rain water harvesting / ground water recharge, solid
waste management, sewage treatment & management etc.
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(Rs. in lacs)
25. Details of
ecofriendly
building
materials
Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of
RMC, lead free paints etc.
26. Details of
amenities to be
provided to
construction
workers.
Sanitation facilities, maintaining hygienic condition at the project site to
avoid health problems, safe drinking water, PPEs, first aid room with
first aid kit & welfare facilities as per the Gujarat Building & Other
Construction Workers Rules.
27. 28. Documents related to land possession
Copy of village form no. 7 & 12 & F Form submitted by them show
that the land is in the name of M/s Hill Plaza Co. Op. Ho. Soc. Ltd.
During the meeting held on 18/04/2017, the perspective view of the building was presented and it was
mentioned that maximum efforts will be taken to maintain the U value of the materials being used on
outer facades as well as Double Glazing unit will be used to minimize the heat island effect. Natural light
& ventilation will be provided in basement through open to sky area in common plot & open ducts.
Provision of mechanical ventilation system designed to provide 12 air changes per hour in normal
condition & 30 air changes per hour in case of emergency like fire, CO sensors associated with the
exhaust fans whose speed level will be automatically maintained as per the CO concentration levels,
ductless jet nozzle fan system to push & pull the air in the car park area etc. will be provided in the
basements. Limited traffic survey was carried out on 24 m wide road in both the directions which shows
that the road having total carrying capacity of 2800 PCU/hr will be adequate enough to cater the total
traffic load of 940 PCU/hr. It is proposed to provide flameproof electrical fittings including cables / wires.
Basement with 3.8 m height will be provided to accommodate mechanical parking. They have submitted
an undertaking stating that no any kind of manufacturing activity shall be allowed in the commercial units
of the proposed project and they will not sold / allot any commercial unit for storage of chemicals,
flammable substances, explosives, fire crackers or any other material of hazardous characteristics. After
detailed discussion, it was decided to recommend the project to SEIAA Gujarat for granting Environment
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. Common amenities like drinking water facility, sanitation blocks separate for male & female, first aid
facility etc. shall be provided as proposed by the project proponent.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 21.75 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
5. Sewage generated during the construction phase shall be disposed off through septic tank & soak
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pit system.
OPERATION PHASE:
WATER:
6. Water requirement during the operation phase shall be 68.18 KL/day and it shall be met through
the water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be
tapped during the operation phase. Metering of the water shall be done and its records shall be
maintained.
7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
8. Sewage generation during the operational phase shall be 52.80 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
10. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards..
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall b e sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (AMC).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each
building having floor area more than 500 m2 on each floor.
15. Fire fighting facilities fire extinguishers, hose reel, manually operated electric fire alarm system, wet
riser, automatic sprinkler system in basement, refuge area, underground static water storage tank-
200 KL capacity, terrace tank -40 KL capacity (total capacity) etc.shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 17,677.8 m2 [7929.87 m2 in basement + 736 m2 as open surface parking
+ 1082.06 m2 as Hollow plinth parking +7929.87 m2 as mechanical parking in basement] shall be
provided as proposed.
20. No public space including the service road shall be used or blocked for the parking and the trained
staff shall be deployed to guide the visitors for parking and helping the senior citizens and physically
challenged people to park their vehicles at appropriate parking places (valet parking).
21. Necessary signage including continuous display of status of parking availability at entry, exit and all
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other appropriate places shall be provided which should have appropriate size of letters and shall
be visible from the at least 50 meter distance.
ENERGY CONSERVATION:
22. Energy conservation measures viz. maximum use of natural lighting through architectural design,
energy efficient motors & pumps, water efficient taps, water meters, maximum use of RMC &
aerated blocks, use of LED lighting fixtures and low voltage lighting, solar lighting in open and
landscape areas- 18 numbers of solar lighting, roof-top thermal insulation etc. shall be implemented
as proposed.
23. The energy audit shall be conducted at regular interval for the project and the recommendations of
the Audit Report shall be implemented with spirit.
GREEN BELT:
24. Green belt area of 546.78 m2 comprising of 200 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
25. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
2 Jay Ambe Township 293-294/P329-334, at Manpura, Near Vitthalpur cross road, Mandal, Ahmedabad.
Screening/scoping & appraisal.
The project proponent did not remain present during the meeting.
3 Building construction project by M/s Vaibhav Enterprise.
Survey No: 36, Village: Tavara, Dist: Bharuch Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63261/2017]
2. Type of Project Residential & Commercial
3. Project / Activity
No. [8(a) or 8(b)]
8(a)
4. Name of the
project
Residential & Commercial building construction project.
5. Name of Developer M/s. Vaibhav Enterprise
6. Estimated Project
Cost (Rs. In
Crores)
25 Crore
7. Whether
construction work
has been initiated
at site? If yes,
details thereof
No.
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8. Project Details • Land / Plot Area (m2): 9,700.0
• FSI area (m2): 20,360.15
• Total BUA (m2): 28,785.24
Permissible Proposed
FSI Area (m2) 20,370.0 20,360.15
Ground Coverage (m2) 2,619.42
Common Plot Area (m2) 926.13 926.33
Max. building height (m) -- 42.80
9. Building Details • No. of Buildings: 4 Nos.
• No. of Blocks: 4
• Scope of buildings/blocks: 3 residential buildings – Basement
+Hollow plinth +13 floors, 1 building – Basement + Ground floor
+ 4 floors.
• No. & Size of Residential Units: 156 Nos.
• No. & type of Commercial Units: 92 Nos. of Shops
• Details of amenities if any: No
10. No. of expected
residents / users
886 nos. residential users
11. Water & waste
water details during
construction phase
• Water requirement (KL/day): 16.85
• Source of water: Local water tankers
• Waste water generation quantity (KL/day): 1.8
• Mode of disposal: disposed through onsite septic tank and soak
pit
• Details of reuse of water, if any: washing water of construction
equipments will be reused for curing.
12. Water & waste
water details during
operation phase
• Total water requirement (KL/day): 107.0
• Fresh water requirement (KL/day): 48.0
• Source of water: Water supply from BAUDA
• Waste water generation quantity (KL/day): 95.0
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for
gardening and flushing purpose within premises and remaining
quantity of treated sewage will be discharged into the
underground drainage line of BAUDA.
• In case of STP provision, capacity of STP: Yes, 100 KL/day
• STP Technology: MBBR Type
• Purposes for treated water utilization: Gardening & Flushing
• Quantity of treated water to be reused: 1.Gardening (KL/day):
2.5, 2. Flushing (KL/day): 56.5
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated)of water to be discharged:
Sewage to be generated will be treated in the proposed onsite
STP. Treated sewage will be reused for gardening and flushing
purpose within premises and remaining quantity of treated
sewage will be discharged into the underground drainage line of
BAUDA.
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• Mode of disposal: As above.
13. Status of water
supply and
drainage line
Drainage line & water supply line of BAUDA will be available to the
project.
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to
be reused
(m3)
Mode of
Disposal / Reuse
Top Soil 14,829 14,829 Excavated
surplus earth
and construction
debris will be
refilled at low
lying areas in the
project premises
and top soil will
be used for
development of
greenbelt.
Other
excavated
earth
Construction
debris
24 24
Steel scrap 2.8 MT 2.04 MT Will be sold to
recycler
Discarded
packing
materials
1 MT -- Will be sold to
recycler
Operation Phase:
Type of
waste
Generation
Quantity
(Kg/day)
Mode of waste
collection
Mode of
Disposal /
Reuse
Dry waste 476 Will be
collected in the
bins to be
provided to
each unit.
The non bio
degradable
wastes will be
sold to
recyclers and
the bio
degradable
wastes will be
collected and
disposed
through
composting
process.
Wet waste
STP Sludge whatsoever Reused as manure in gardening
and irrigation
• Details of segregation if to be done: The solid wastes to be
generated will be segregated into biodegradable and non-
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biodegradable wastes and collected in separate bins.
• Capacity and no. of community bins to be placed within
premises: 140 liter each; 15 nos. of bins;
• Disposal: The non-biodegradable wastes will be sold to recyclers
and the biodegradable wastes will be collected and treated
through composting process.
• Landfill site where waste will be ultimately disposed by local
authority: at the nearest waste collection point of BAUDA
15. Parking Details • Total parking area requirement for the project as per GDCR:
4,066.62 m2
• Parking area requirement for residential units as per GDCR:
2,041.42 m2
• Parking area requirement for commercial units as per GDCR:
2,025.20 m2
• Total number of CPS requirement for the project as per NBC:
291 nos.
• Number of CPS requirement for residential units as per NBC:
156 nos.
• Number of CPS requirement for commercial units as per NBC:
135 nos.
• Total Parking area provided (m2) & No. of ECS: 8,287.05 m2,
297 nos.
• Parking area provided in basement (m2) & No. of ECS: 4,446.28
m2, 139 nos.
• Parking area provided in hollow plinth (m2) & No. of ECS:
1,138.38 m2, 41 nos.
• Parking area provided as open surface (m2) & No. of ECS:
2,702.39 m2, 117 nos.
16. Traffic
Management
• Width of adjacent public roads: 30 m wide road
• Number of Entry & Exit provided on approach road/s: 2 nos.
• Width of Entry & Exit provided on approach road/s: 9.0 m & 6 m
• Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads: 9.0 m, 7.5 m, 3.0 m
17. Details of Green
Building measures
proposed.
Maximum utilization of natural light, CFL & LED lighting fixtures in
common areas, use of solar energy in landscape lighting, rain water
harvesting & ground water recharge, provision of STP & reuse of
treated sewage for gardening & flushing purpose within premises
etc.
18. Energy
Requirement,
Source and
Conservation
• Power supply
Maximum demand: 1000 KW
Connected load: --
• Source: D.G.V.C.L
• Energy saving measures: Maximum utilization of natural light,
CFL & LED lighting fixtures in common areas, use of solar
energy in landscape lighting etc.
• DG Sets
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No. and capacity of the DG sets- 1 x 60 KVA
Fuel & its quantity: Diesel & 10 lit/hr.
19. Fire and Life Safety
Measures
• Fire extinguishers & hose reel at each floor, wet riser opening at
each floor, automatic sprinkler system in basement, manually
operated electric fire alarm system, underground water tank of 75
KL capacity for each building, terrace water tank of 20 KL on each
building block etc.
20. Details on staircase
Name of
Building
Type &
no. of
buildings
No. of
floors
Floor
area
No. of
staircas
e
Width of the
staircase (m)
Travel
distance (m)
A Single B+G+13 415.87 01 2.00 <30
B,C Single B+G+13 316.40 01 2.00 <30
C1 Single B+G+4 1366.70 02 1.53 <30
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 80-100 ft
• No. & dimensions of RWH tank(s) : ---
• No. and depth of percolations wells : 8 nos.
• Details on Pre-treatment facilities : Gravity filter, MOC: PE
22. Green area details • Tree covered area (m2) : 412.0
• Area covered by shrubs and bushes (m2): inclusive in lawn
covered area
• Lawn covered area (m2): 218.10
• Total Green Area (m2): 630.10
• Green Area % of plot area: 6.8 %
• No. of trees and species to be planted: 150 nos. of trees like
Asopalav, Gulamhor, Palm, Neem, Chikoo ,Badam etc.
23.
Budgetary
allocation for
Environmental
Management Plan
(Rs. in lacs)
Sr. No.
Description Capital Cost (Rs. In Lacs)
1 Landscaping 15 Lacs
2 Groundwater Recharge Structure
12 Lacs
3 Solar Energy Utilization 5 lacs
4 Energy Efficient Lighting 3 lacs
5 Solid Waste Management 4 lacs
6 Monitoring of Air, Water, Noise & Soil
0.75 lacs
7 Sewage Treatment Plant 12 Lacs
Total 41.75 Lacs
24. Proposed dust
control measures
during the
construction phase
Vertical curtails, water sprinkling, covering the building materials
with the tarpaulin sheet etc.
25. Eco friendly
building material
usage details.
Fly ash based bricks, Ready Mix Concrete, A.C.C Blocks will be
used.
26. Amenities for the Sanitation facility, drinking water & tap water, soak pit for domestic
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construction
workers.
waste water collection, first aid box, free medicine, doctor service,
PPEs etc.
27. Documents related
to land possession.
Village form no. 7 submitted by them show that the land for
residential & commercial use in the name of M/s Vaibhav Enterprise
through its partners.
During the meeting, after detailed discussion on various aspects regarding the project, it was decided to
recommend the project to SEIAA Gujarat for granting Environment Clearance subject to the strict
compliance of the following project specific conditions as well as the standard conditions finalized during
the meeting of SEAC held on 09/09/2015 for building construction projects falling under project activity
no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 16.85 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 107.0 KL/day, out of which 48.0 KL/day
of fresh water requirement shall be met through the water supply from Bharuch Ankleshwar Urban
Development Authority (BAUDA). Remaining water requirement of 59.0 KL/day for flushing and
gardening purpose shall be met by reuse of treated sewage from the proposed onsite STP. No
ground water shall be tapped during the operation phase. Metering of the water shall be done and its
records shall be maintained.
4. The sewage generation during the operation phase shall be 95 KL/day, which shall be treated in the
proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated regularly
and efficiently so as to achieve the GPCB norms at the STP outlet.
5. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purpose within
premises at the maximum extent possible and only remaining quantity of treated sewage shall be
discharged into underground drainage line of BAUDA.
6. A proper logbook of STP operation and also showing the quantity of treated sewage reused in
flushing and gardening purpose and quantity of treated sewage discharged into the drainage line
etc. shall be maintained and furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 8 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
10. A D. G. Set (1 x 60 KVA) proposed as back up power shall be of enclosed type and confirm to
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prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors, bio degradable waste shall be treated in the proposed onsite OWC
to convert into the manure whereas other garbage shall be disposed off properly as per the
provisions made by the Bharuch Ankleshwar Urban Development Authority (BAUDA).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like fire extinguishers & hose reel at each floor, wet riser opening at each floor,
automatic sprinkler system in basement, manually operated electric fire alarm system, underground
water tank of 75 KL capacity for each building, terrace water tank of 20 KL on each building block
etc. shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum Parking space of 8,287.05 m2 [1,138.38 m2 in hollow plinth + 4,446.28 m2 in basement +
2,702.39 m2 as open surface parking] shall be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures
in common areas, use of solar energy in landscape lighting etc. shall be implemented as proposed.
GREEN BELT:
21. Green belt area of 630.0 m2 comprising of 412.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
4. Shyam Kutir R.S.No.13/A/P, Naroda Kathwada road, Hanspura Naroda, Ahmedabad.
Screening/scoping & appraisal.
The project proponent along with their expert/consultants attended the meeting and requested to
consider the project in of the upcoming meetings of SEAC. The request was considered by the
committee and it was decided to take up the project in the meeting of SEAC to be held on 19/04/2017.
5. GMERS Medical College & Civil Hospital
Survey/Block No. 286/P-2, Nanakwada, Halar Road, Valsad
Appraisal.
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The project proponent was called for presentation and discussion in the meeting of SEAC held on
13/04/2016. The project proponent along with their expert / consultants attended the SEAC meeting held
on 13/04/2016 and made presentation before the committee. During the meeting of SEAC held on
13/04/2016, it was presented that they have already started baseline study from March-2016 and
requested to allow them to use the same for preparation of the EIA report. The request was considered
by the committee. After detailed discussion, the project proponent was asked to prepare EIA report
incorporating the Terms of Reference prescribed during the meeting and to carry out the EIA study
covering 5 Km radial distance from the project boundary.
The project proponent, vide proposal no.SIA/GJ/NCP/18903/2016 dated 20/03/2017, submitted EIA
report prepared by M/s. En-Vision Environmental Services.
During the meeting, the project was appraised based on based on the details furnished in the EIA report
& facts presented before the committee.
Salient features of the project are as under:
S.N
o.
Particulars Details
1. Proposal is for [SIA/GJ/NCP/18903/2016]
2. Type of Project Civil Hospital & Medical College.
3. Project / Activity No.
[8(a) or 8(b)] 8(b)
4. Name of the project GMERS Medical College and Civil Hospital, Valsad
5. Name of Developer Project Implementation Unit Zone-7, Valsad Civil Hospital Campus,
Halar Road, Nanakwada, Dist. Valsad - 396001, Gujarat.
6. Estimated Project
Cost (Rs. In Crores) Rs. 497.0 Cr
7. Whether construction
work has been
initiated at site? If yes,
details thereof
---
8. Project Details • Land / Plot Area (m2): 1,36,770.0
• FSI area (m2): 1,72,757.99
• Total BUA (m2): 2,04,941.26
Permissible Proposed
FSI Area (m2) 2,33,876.70 1,72,757.99
Ground Coverage (m2) 36,927.90 31,305.79
Common Plot Area (m2) 13,677.00 13,677.00
Max. building height (m) 40.0 36.0
9. Building Details No./type of Buildings:24
Details & scope of the buildings as well as number of units are as per
the table A below.
10. No. of expected
residents / users
Users Number of Users
Beds 300
Patient 750
OPD & Staff 380
Occupant in Staff Quarters 1065
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Other Staff 94
Students 862
Occupant in hostel (Boys and Girls) 1066
Visitors 1044
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 25.0
• Source of water: water supply from Valsad Nagarpalika.
• Waste water generation quantity (KL/day): 4.5
• Mode of disposal: Into temporary septic tank and soak pits.
• Details of reuse of water, if any: ---
12. Water & waste water
details during
operation phase
• Total water requirement (KL/day): 667.0
• Fresh water requirement (KL/day): 398.0
• Source of water: water supply from Valsad Nagarpalika
• Waste water generation quantity (KL/day): 525.0
• Mode of disposal: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for gardening
& flushing purposes within premises and only remaining quantity of
treated sewage will be discharged into the drainage line of Valsad
Nagarpalika.
• In case of STP provision, capacity of STP: 700 KL/day
• Purposes for treated sewage utilization: Flushing & Gardening
• Quantity of treated water to be reused:
1.Gardening(KL/day): 50.0
2. Flushing (KL/day): 219.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of water to be discharged:
Sewage to be generated will be treated in the proposed onsite STP.
Treated sewage will be reused for gardening & flushing purposes
within premises and only remaining quantity of treated sewage will
be discharged into the drainage line of Valsad Nagarpalika.
• Mode of disposal: as above.
13. Status of water supply
and drainage line
Water supply connection & drainage connection of Valsad Nagarpalika
is available to the project.
14. Solid waste
Management
Construction Phase:
Type of waste Generation
(m3)
Quantity to be
reused (m3)
Mode of Disposal /
Reuse
Top Soil 10,000 10,000 Landscaping
development.
Other
excavated
earth
94,000 94,000 Leveling of the site,
internal roads, etc.
Construction
debris
3,000 - Will be used for
internal road
development.
Steel scrap 450 - Will be Sold to
scrap dealer
Discarded 250 - Will be Sold to
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packing
materials
vendor.
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of waste
collection
Mode of Disposal /
Reuse
Dry waste 490.7 Will be collected
in bins
Solid waste will be
suitably disposed
off through door to
door waste
collection &
disposal facilities
by Valsad
Nagarpalika.
Wet waste 1071.8 Will be collected
in bins
-do-
Biomedical
waste
300.0 Will be
segregated at
source by
providing
appropriate
colour coded
bins / containers
as per the
Biomedical
Waste
Management
Rules 2016.
BMW will be
disposed through
the nearest
Common
Biomedical Waste
Treatment Facility.
STP sludge Will be used as manure within premises.
• Details of segregation if to be done: BMW will be segregated at
source by providing appropriate colour coded bins / containers as
per the provisions of the Bio-Medical Waste (Management &
Handling) Rules.
• Capacity and no. of community bins to be placed within premises: 90
Nos. 20 kg each.
• Landfill site where waste will be ultimately disposed by local
authority: Municipal solid waste will be finally disposed at the nearby
MSW collection point of Valsad Nagarpalika.
15. Parking Details • Total parking area requirement for the project as per GDCR:
25,913.70 m2.
• Parking area requirement as per GDCR for (specify in case of any
other): College & Hospital: 25,913.70 m2
• Total number of CPS requirement for the project as per NBC: 845
Nos.
• Number of CPS requirement as per NBC for proposed medical
college & hospital: 845 CPS.
• Total Parking area provided (m2) & No. of CPS: 28,353.88 m2 for
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1185.
• Parking area provided in hollow plinth (m2) & No. of CPS: 6,003.00
m2 for 214 CPS.
• Parking area provided as open surface (m2) & No. of CPS:
22,350.88 m2 & 971 CPS.
16. Traffic Management • Width of adjacent public roads: 10 m.
• Number of Entry & Exit provided on approach road/s: 2 gates will be
provided.
• Width of Entry & Exit provided on approach road/s: 12 m
• Minimum width of open path all around the buildings for easy access
of fire tender (excluding the width for the plantation): 6 m
• Width of all internal roads:7.5 – 12 m
17. Details of Green
Building measures
proposed.
Low-VOC emitting and refurbished or bio-harvested renewable material
content for flooring, provision of local exhaust ventilation to areas where
indoor air pollutant build-up can be a problem, on-site rainwater
harvesting & ground water recharging systems, light transmitting
panels, green belt development (12.00% of total plot area), provision of
STP & reuse of treated sewage within premises, solar energy will be
harnessed to meet the energy requirement for hot water & street
lighting etc.
18. Energy Requirement,
Source and
Conservation
• Power supply:
Maximum demand: 2000 KVA
Connected load: 2000 KVA
• Source: DGVCL (Dakshin Gujarat Vij Co. Limited)
• Energy saving measures: All internal common area lighting system is
proposed to have high efficiency lamps (T5/T8)/CFL.
• Compliance of the ECBC guidelines (Yes / No), if yes, compliance in
tabular form: Yes
Section
No.
Requirement Compliance
7.2 Lighting controls occupancy/ time switch
Parking area lighting will be controlled through switch with alternate switching.
7.2.1.4 Exterior lighting to be photo sensor or time switch
External lighting will be controlled through timer.
7.3 Interior lighting power to be within specified limits
All light in common open area will be ceiling mounted. It illuminates the required area only.
7.4 Exterior lighting power to be within specified limits
All lights will be with bracket or arm, so no extra light will be cross boundary limit.
8.2.1.1 Maximum allowable power lose from transformer
Shall be used energy efficient transformers as per ECBC Norms.
8.2.2 Energy efficient motors For the common area, all motor will be energy efficient as per ECBC.
8.2.3 Power factor be maintained between 0.95 and unity
We will use capacitor bank for common areas load to maintain power factor.
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8.2.5 Power distribution system losses to be maintained less than 1%.
We will consider low watt loss type MCB in all distribution system.
• DG Sets:
No. and capacity of the DG sets: 2 x 750 KVA.
Fuel & its quantity: Diesel, 50 lit/hr in case of emergency only.
19. Fire and Life Safety
Measures
• Valsad Fire Station, at approximate 2.3 Km travel distance from the
project site which takes 15 minutes to reach the site.
• Fire fighting measures to be provided during operation phase of the
project: Two No. of underground fire water storage tanks each of 100
KL capacity, fire extinguishers, manually operated fire alarm system,
hose reel, smoke detectors, overhead tanks of 25 KL capacity, sand
buckets, automatic sprinkler etc.
20. Details on staircase
Please refer Table A
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 5.0 to 7.0 m
• No. & dimensions of RWH tank(s) : nil
• No. and depth of percolations wells: 35 nos. & 40 m
• Details on Pre-treatment facilities: Sand Filter will be used to remove
suspended pollutants from the rainwater. After filtration, water will be
recharged using percolation pit, filled with pebbles or brick and river
sand and covered with perforated concrete slabs. Depth of recharge
pit will be designed according to water table of the area.
22. Green area details • Tree covered area (m2): 2,735.40 sq.m
• Area covered by shrubs and bushes (m2): ---
• Lawn covered area (m2): 13,677.00 sq.m
• Total Green Area (m2): 16,412.40 sq.m
• Green Area % of plot area: 12 %
• No. of trees and species to be planted: 860 trees of 14 local species.
23. Budgetary allocation
for Environmental
Management Plan
(Rs. in lacs)
Budget allocation of Rs. 121.3 lacs & Rs. 32.0 lacs as capital cost &
recurring cost respectively will be used for waste water management,
solid waste management, greenbelt development etc.
24. Proposed dust control measures during the construction phase
Water sprinkling on loose top soil, all the construction materials will be
stored in covered structures/areas, cement bags will be separately
stored under covered bales, sand will be stacked under tarpaulin cover,
well planned internal roads etc.
25. Eco friendly building material usage details.
Fly ash brick/AAC block, lead free paints, Aluminum windows and bagasse based particle board in doors etc.
26. Basic amenities to be provided to construction workers.
Wash rooms, rest rooms, drinking water etc.
27. Documents related to land possession.
Village form no. 7 submitted shows that the land is in the name of
GMERS.
28. Details of EIA report • EIA report prepared by M/s. En-Vision Environmental Services
• Study period:16 March 2016 to 15 June 2016.
• Study area: 5 km radial area from the boundary of the project site.
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• Environmental attributes considered for EIA study: Air, water (surface
& ground water), noise, land, biological environment, socio-economic
study etc.
• Observations: Baseline ambient air quality in terms of PM10, PM2.5,
SOx, NOx & CO was well within the NAAQM standards. Ambient noise
level was monitored at 8 locations and was found well within the
Noise quality standards published by CPCB except at one location
during day time.
• Details of Environment Management Plan has been mentioned in
chapter 10 of the EIA report.
Table A
Sr.
No. Building Name
Built-Up
Area Details
(sq.m.)
FSI (sq.m.)
Ground
Coverage
(Sq.m.)
Building
Details Building Height
A EXISTING BUILDINGS
1 Old civil Hospital
( Block -1) 5533.14 4822.62 1480.25 G +3
Height 7.8 m,7
stairs of 2.1 m, 3
escalators
2 Trauma Centre –
(Block -2) 3206.45 2821.676 641.29 G+ 4
Height 15.4 m
1 stairs of 1.7 m
3 Old Staff
Quarter
A 285.00 250.80 142.50 G+1 Height 6.0 m
1 stair of 1.5m
B 347.00 305.36 173.50 G+1 Height 6.0 m
1 stair of 1.5m
C 321.00 282.48 160.50 G+1 Height 6.0 m
1 stair of 1.5m
D 61.00 61.00 61.00 G only Height 3.0 m
4 PIU Office 340.48 280.5792 159.42 G+1 Heght 9.9 m,
1 stairs 1.55m
5 Nursing College
(School) 4535.79 3940.64 2206.00 G+1
Height 6 m
Internal
stair
6 Boys Hostel for
Nursing (16 boys) 632.04 540.32 614.00 G only
Height 4.52 m,
1 stair of 1.5 m
7 Girls Hostel for
Nursing (96 girls) 2634.32 2276.56 1318.00 G +1
Height 6 m,
Internal stair
8 Auditorium for
Nursing College 1236.00 1087.68 618.00 G+1
Height 6 m,
Internal stair
Total Existing(A) 19,132.22 16,669.72 7,574.46
B PROPOSE BUILDING
1 New Hospital
Building 70883.61 62261.74 8059.39
B+G+ 8
floor
Height 31.2 m,
8 stairs, 11 lift
2 New College
Building 35460.40 30729.60 4365.00 G+7
Height 21 m,
4 stairs, 7
elevators
3 New Staff Quarter
(50 sq.mt -64 unit) 6216.74 4752.00 675.00 G+8
Height 30 m,
2 stairs of 1.6 m,
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4 lift
4
New Staff Quarter
(100 sq.mt -94
unit)
18589.16 14403.84 2046.00 G+8
Height 30 m,
2 stairs of 1.5 m,
4 lift
5
New Staff Quarter
(200 sq.mt -32
unit)
10343.54 8025.60 1140.00 G+8 Height 30 m,
2 stairs, 2 lift
6 New Boys Hostel
(345 boys) 10795.30 8330.78 1071.00 G+11
Height 36 m, 4
stairs of 1.15 m, 4
lift
7 New Girls Hostel
(345 Girls) 10795.30 8330.78 1071.00 G+11
Height 36 m,
4 stairs of 1.15 m,
4 lift
8
New Resident
Hostel (120
Student)
6157.45 4752.00 675.00 G+8 Height 30 m,
2 stairs, 2 lift
9
New Interns
Hostel
(144 Student)
7416.33 6437.20 665.00 G+10 Height 34 m,
2 stairs, 2 lift
10 Neighborhood
Centre 1408.20 1200.69 682.21 G+1
Height 6.6 m,
2 stairs of 1m
11
Medical
Superintendent
Bungalows
357.30 329.37 204.71 G+1 Height 9 m,
1stairs of 1 m
12 Dean Bungalows 357.30 329.37 204.71 G+1 Height 9 m,
1 stairs of 1 m
13 Autopsy Block 620.00 620.00 620.00 G only Height 5.15 m,
14 Animal House 220.00 220.00 220.00 G only Height 5.15 m
15 Pre-fabricated
Structure (Nurse) 3075.00 2706.00 1025.00 G +2
Height 11.7
2 stair of 1.2 m
16 Radiology 3113.41 2659.30 1007.31 G+2 Height 11.7 m,
2 stairs of 1.2
Total Proposed (B) 1,85,809.04 1,56,088.27 23,731.33
Total Existing(A) 19,132.22 16,669.72 7,574.46
Total Proposed (B) 1,85,809.04 1,56,088.27 23,731.33
Grand Total(A+B) 2,04,941.26 1,72,757.99 31,305.79
During the meeting, after detailed deliberation on various aspects regarding the project it was decided to
recommend the project to SEIAA Gujarat for grant of Environmental Clearance subject to the strict
compliance of the following project specific conditions as well as the standard conditions finalized during
the meeting of SEAC held on 09/09/2015 for Township & Area Development projects falling under
project activity no. 8(b) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 25.0 KL/day and it shall be met
through the water supply from Valsad Nagarpalika. No ground water shall be tapped during the
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construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak pit
system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 667.0 KL/day, out of which fresh water
requirement of 398.0 KL/day shall be met through water supply system of Gujarat Water Supply and
Sewerage Board and Valsad Nagarpalika and the remaining 269.0 KL/day of water requirement shall
be met through treated sewage. No ground water shall be tapped during the operation phase.
Metering of the water shall be done and its records shall be maintained.
4. Sewage generation during operation phase shall be 525.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Valsad Nagarpalika.
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 35 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
10. D. G. sets (2 × 750 KVA) proposed as backup power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
12. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of all
proposed D.G.sets.
BIOMEDICAL / HAZARDOUS / MUNICIPAL SOLID WASTE :
13. The project must strictly comply with the rules and regulations with regards to handling and disposal
of biomedical waste in accordance with the Bio-Medical Waste Management Rules, 2016, as may be
amended from time to time. Authorization from the GPCB must be obtained for collection / treatment
/ storage / disposal of bio-medical wastes.
14. Bio-medical waste shall be segregated into different colour coded containers/bags at the point of
generation in accordance with Schedule I of the Bio-Medical Waste Management Rules, 2016, prior
to its storage, transportation, treatment and disposal. The containers shall be labeled according to
Schedule IV of the Bio-Medical Waste Management Rules, 2016. Bio-medical wastes shall not be
mixed with other wastes in any case.
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15. No untreated bio-medical waste shall be kept stored beyond a period of 48 hours.
16. Bio-medical waste shall be handled without any adverse effect to human health and the environment
and it shall be sent to the Common Bio-medical Waste Treatment Facility (CBMWTF) for its disposal.
17. Records related to the generation, collection, reception, storage, transportation, treatment, disposal
and any form of handling of bio-medical waste shall be maintained in accordance with the Bio-
Medical Waste Management Rules, 2016 as amended from time to time.
18. Training shall be imparted to the hospital staff at regular intervals for segregation, treatment and
disposal of bio-medical wastes.
19. The project must strictly comply with the rules and regulations with regards to handling and disposal
of hazardous waste in accordance with the Hazardous Waste (Management, Handling and
Transboundary) Rules 2008. Authorization from the GPCB must be obtained for collection / treatment
/ storage / disposal of hazardous wastes.
20. The municipal solid wastes shall be properly collected and segregated at source.
21. Recyclable solid waste [paper, cartons, plastic, polythene bags, glass etc.] shall be sold to the scrap
vendors.
22. Non-recyclable municipal solid waste shall be transferred to the nearest designated waste collection
point for its disposal through the Valsad Nagarpalika.
23. STP sludge shall be used as soil conditioner. Left over quantity, if any, shall be disposed off as per
the provisions made by the Valsad Nagarpalika.
24. Ion exchange resin shall be sent back for regeneration or disposed off at a TSDF site.
25. Discarded Containers /Carboys and Used/Lubricating Oil shall be sold to the authorized recyclers.
26. The unit shall obtain necessary permission from the Common Bio-medical Waste Treatment Facility
(CBMWTF) and TSDF operator for disposal of Bio-Medical Waste and hazardous solid wastes
respectively.
SAFETY:
27. Fire fighting facilities like two nos. of underground fire water storage tanks each of 100 KL capacity,
fire extinguishers, manually operated fire alarm system, hose reel, smoke detectors, overhead tanks
of 25 KL capacity, sand buckets, automatic sprinkler sytstem etc. shall be provided as proposed.
. Adequate number of staircases and lifts shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
29. Minimum Parking space of 28,353.88 m2 [6,003.00 m2 in hollow plinth + 22,350.88 m2 as open
surface parking] shall be provided as proposed.
30. 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).
31. 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:
32. Energy conservation measures viz. low-VOC emitting and refurbished or bio-harvested renewable
material content for flooring, provision of local exhaust ventilation to areas where indoor air pollutant
build-up can be a problem, light transmitting panels, solar energy will be harnessed to meet the
energy requirement for hot water & street lighting etc. shall be implemented as proposed.
33. 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:
34. Green belt area of 16,412.40 m2 comprising of 2,735.40 m2 tree covered area shall be developed as
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proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
35. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
6. Shivdhara Residency B.No.353,357, O.P.no.43 & 47, F.P.No.43 & 47, T.P.S.No.25 (Mota Varachha), Varachha, Surat.
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63392/2017]
2. Type of Project Residential
3. Project / Activity
No. [8(a) or
8(b)]
8(a)
4. Name of the
project
Shivdhara Residency
5. Name of
Developer
Mr.Ganshyambhai Nagjibhai
6. Estimated
Project Cost
(Rs. In Crores)
Rs. 250 crores
7. Whether
construction
work has been
initiated at site?
If yes, details
thereof
No
8. Project Details • Land / Plot Area (m²): 20,660.0
• FSI area (m2): 46,158.12
• Total BUA (m2):67,512.30
Permissible Proposed
FSI Area (m²) 46,174.91 46,158.12
Ground Coverage (m²) 5,887.91 4,419.58
Common Plot Area (m²) 2,066.0 2,067.27
Max. building height (m) 45.0 44.80
9. Building Details • No. of Buildings:- 12
• Scope of buildings/blocks: 1 Basement +Hollow plinth +13 floors
• No.& size of Residential Units:624 units
• Details of amenities if any: Club house and jogging track
10. No. of expected
residents /
users
2808
11. Water & waste • Water requirement (KL/day):15
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water details
during
construction
phase
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):2.1
• Mode of disposal: Details of reuse of water, if any: SMC drain
12. Water & waste
water details
during
operation
phase
• Total water requirement (KL/day): 403.0
• Fresh water requirement (KL/day): 300.0
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):314.5
• 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 underground drainage line of
S.M.C.
• In case of STP provision, capacity of STP: Yes. FMR base Sewage
Treatment Plant - 350 KL/day.
• STP Technology: FMR base Sewage Treatment Plant
• Purposes for treated water utilization: Treated sewage will be utilized
for gardening and toilet flushing
• Quantity of treated water to be reused:1.Gardening (KL/day): 10.0,
2. Flushing (KL/day): 93.0
• 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 underground drainage line of S.M.C.
• Mode of disposal: As above.
13 Status of water
supply and
drainage line
Both drainage and water supply lines are existing at site.
14 Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to
be reused
(m3)
Mode of Disposal /
Reuse
Top Soil 2,066.00 1,000.00
Excavated top soil
will be utilized for
greenbelt
development
and back filling.
31,113.23 m3 of
excess soil will be
utilized at other
project site after
obtaining necessary
permission, if any..
Other
excavated
earth
37,311.23 6,198.00
will be used
for back
filing &
plinth filing
within
premises.
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Construction
debris
15kg/day Nil Sold off to recyclers
Steel scrap 15kg/day
Discarded
packing
materials
6kg/day
Operation Phase:
Type of
waste
Generation
Quantity
(Kg/day)
Mode of waste
collection
Mode of Disposal
/ Reuse
Dry waste 623 kg/day Into bins to be
provided
within
premises.
Disposal through
door to door
waste collection
system of SMC.
Wet waste 500 kg/day
• Details of segregation if to be done: For Solid waste segregation at source will be adopted and wet waste will be processed within premises using OWC. Recyclable material will be sold to recycler.
• Capacity and no. of community bins to be placed within premises: 2 nos of bins having capacity of 50 kg each for dry waste and 50 kg for wet waste will be provided to each building.
• Landfill site where waste will be ultimately disposed by local authority :Khajod Disposal Site
15 Parking Details • Total parking area requirement for the project as per GDCR: 6,923.72 m²
• Parking area requirement for residential units as per GDCR: 6,923.72 m²
• Total number of CPS requirement for the project as per NBC : 624
• Total Parking area provided (m²) & No. of CPS:18,332.25 m² and 627 CPS
• Parking area provided in basement (m² ) & No. of CPS: 10,976.86 m² and 343 CPS
• Parking area provided in hollow plinth (m² ) & No. of CPS: 4,639.38 m² and 166 CPS
• Parking area provided on surface (m² ) & No. of CPS: 2,716.01 m² and 118 CPS
16 Traffic
Management
• Width of adjacent public roads:12 m, 18m and 12 m wide TP road
• Number of Entry & Exit provided on approach road/s:Two gates will be provided
• Width of Entry & Exit provided on approach road/s: 7.5 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation): 6.0 m
• Width of all internal roads:7.5 m
17 Details of
Green Building
measures
proposed.
Provision to install aerated coke (Foam Type) in wash basins, kitchen,
low flush water closets in toilet and pressure reducing valves in water
pipeline, rain water harvesting & ground water recharge, maximum
utilization of natural light, roof-top thermal insulation, LED lighting fixtures
in the common areas, appropriate design to shut out excess heat and
gain loss, use of solar energy in external lighting (landscape lighting),
use of aerated blocks, rain water harvesting through ground water
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recharge, provision of STP & reuse of treated sewage etc.
18 Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand:3120 KW
Connected load:3200 KW
Source: Torrent Power
• Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated blocks etc.
• DG Sets: No. and capacity of the DG sets:8 and 60 KVA
Fuel & its quantity: diesel (10 Liter/h)
Note: D.G. Sets will be used in case of power failure or fire
emergency
19 Fire and Life
Safety
Measures
During the construction phase: Fire extinguishers at various locations
and can be easily accessible, to keep printed board showing important
telephone number of fire, ambulance, hospital etc. training to the workers
on safety aspects, first aid box at identified places within premise, doctor
& ambulance services, provision of PPE’s like helmet, gumboot/safety
net, safety goggles etc.
During the operation phase: Fire extinguishers on each floor & in the
basement, wet riser opening at each floor, manually operated electric fire
alarm system, hose reel, terrace water tanks of 15 KL capacity,
underground water tank of 100 KL, smoke detectors etc.
Nearest fire station: MotaVarachha fire station.
Distance from project site: 3.0 Km.
20 Details on staircase
Type & no.
of buildings
No. of floors Floor
area
No. of
staircase
Width of the
staircase
Travel distance
(m)
A1 & A2 B+HP+12 413.14 1 1.52 m Less than 15 m
B1 to B4 B+HP+12 336.75 1 1.52 m Less than 15 m
C1 to C6 B+HP+13 257.42 1 1.52 m Less than 15 m
21 Rain Water
Harvesting
(RWH)
• Level of the Ground water table:12 m
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :6
• Details on Pre-treatment facilities :only roof top rainwater harvesting is proposed
22 Green area
details
• Tree covered area (m²) :1,200
• Area covered by shrubs and bushes (m2): included in lawn covered area.
• Lawn covered area (m²):800
• Total Green Area (m²):2,000
• Green Area % of plot area:10.0%
• No. of trees and species to be planted:400
23
Budgetary
allocation for
Environmental
Management
Plan
(Rs. in lacs)
Green belt development : 50 Lacs
Sewage management and rain water harvesting: 50 lacs
Solar and energy saving: 45 lacs
Total: 145 Lacs
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24 Proposed dust
control
measures
during the
construction
phase
Loading & Transportation in covered Trucks, Covered shed provided for
cement unloading activity, Temporarily Wind Screen around project site
will be constructed, Sprinkling of water on roads and in vicinity of storage
area.
25 Eco friendly
building
material usage
details.
Fly ash bricks & aerated block, paving blocks, RMC (Ready Mix
Concrete), lead free paints etc.
26 Facilities to be
provided to the
construction
workers
Drinking water & tap water, sanitation facility, first aid box, free
medicines, doctor service, PPE’s etc.
27 Document
related to Land
possession
Copy of village form no. 7/12 submitted by them show that the land is in
the name of applicant & others. Notarized consent of the other land
owners has been submitted. Copy of application made for obtaining NA
permission has been submitted.
During the meeting, after detailed discussion, on various aspects regarding the project it was decided to
consider the project only after submission of the following:
1. Design drawing of the dual plumbing system to be provided for using treated sewage for flushing
purpose.
7. Hindustan Textile Market
Block No:23/2, O.P No: 23/2, F.P.No. 43. T.P.S.No.:33 (Dumbhal), Dumbhal, Surat
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New project [SIA/GJ/NCP/63175/2017]
2. Type of Project Commercial project
3. Project / Activity No.
[8(a) or 8(b)]
8(a)
4. Name of Project Hindustan Textile Market-HTM
5. Name of Developer Himmatbhai H. Patel
6. Estimated Project
Cost (Rs. in Crores)
10 Crores.
7. Whether
construction work
initiated at site? If
yes, details thereof
No
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8. Project Details • Land/Plot Area (m2): 6,270
• FSI area (m2): 21,644.10
• Total BUA (m2): 36,991.10
Permissible Proposed
FSI Area (m2) 23,188.36 21,644.10
Ground Coverage (m2) 2,918.36 2873.10
Common Plot Area (m2) 627.0 650.12
Max. building height (m) --- 49.62
9. Building Details • No. of Buildings: 1
• No. of Blocks: 1
• Scope of buildings/blocks: 2 level basement + ground floor + 8 floors.
• No. & size of Residential Units: ---
• No. & type of Commercial Units: 318 Shops
• Details of amenities if any: ---
10. No. of expected
residents / users
792 persons
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 30.0
• Source of water: Bore well water
• Waste water generation quantity (KL/day): 4.2
• Mode of disposal: Temporary septic tank & soak pit
• Details of reuse of water, if any: Nil
12. Water & waste water
details during
operation phase
• Fresh water requirement (KL/day): 48.0
• Source of water: Water supply from Surat Municipal Corporation (SMC)
• Waste water generation quantity (KL/day): 38.0
• Mode of disposal: Into drainage line of Surat Municipal Corporation (SMC).
13. Status of water
supply and drainage
line
SMC will provide water supply & drainage line.
14. Solid waste
Management
Construction Phase:
Generati
on (m3)
Quantity
to be
reused
(m3)
Mode of Disposal / Reuse
Top Soil 1,603.24 850
753.24
It will be reused for tree
plantation
Surplus will be supplied to
garden department of SMC.
Other
excavated
earth
48,898.7
8
3,000
45,898.78
It will be reused in
development of internal road.
Surplus will be supplied to
SMC for road development.
We will reuse construction
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debris in footing & foundation.
Constructi
on debris
0.5 0.5 Used in column, Footing and
foundation
Steel
Scrap
0.3
0.3 Used in column, Footing and
foundation
Discarded
packing
materials
Cement
& Plastic
Bags
Cement bag partly reuse in
curing purpose & partly Sale
out in open market while
plastic bag sale out to the
registered recycler or vendor
Operation Phase:
Type of
waste
Generation
Quantity
(Kg/day)
Mode of waste
collection
Mode of Disposal /
Reuse
Dry waste &
Wet waste
317
Into bins to be
provided to
each shop.
Final disposal
through the agency
appointed by SMC.
• Details of segregation if to be done: No
• Capacity and no. of community bins to be placed within premises: 18 bins having volume 1.7 m3
• Authority / agency involved in waste disposal : SMC
• Landfill site where waste will be ultimately disposed by local authority: at Khojod disposal site.
15. Parking Details • Total parking area requirement for the project as per GDCR:
7,081.08 m2
• Parking area requirement for Commercial units as per GDCR:
7,081.08 m2
• Total number of CPS requirement for the project as per NBC :
432CPS
• Number of CPS requirement for commercial units as per NBC: 432
CPS
• Total Parking area provided (m2) & No. of CPS: 15,426.80 m2 & 496
ECS
• Parking area provided in basement (m2) & No. of CPS: 9,351.61 m2
& 292 CPS
• Parking area provided in hollow plinth (m2) & No. of CPS:916.46 m2
& 33 CPS
• Parking area provided as open surface (m2) & No. of CPS: Open
space margin: 781.05 m2 & 34 CPS.
• Parking area provided as mechanical parking in basement (m2) &
No. of CPS: 4,377.68 m2 & 149 CPS.
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16. Traffic Management • Width of adjacent / approach road: 60 m & 15 m.
• No. of Entry and Exit: 2 gates including entry into basement.
• Width of internal roads: 6 m & 9 m
• Minimum width of open path all around the buildings for easy access
of fire tender: 4 m
17. Green building
features including
measures for
conservation of
water & energy, use
of eco-friendly
building materials,
etc.
Use of autoclave aerated blocks, RMC, aerated type water taps, solar
based street lighting, LED lightings fixtures and low voltage lightings in
common areas, maximum use of natural ventilation & natural light, use
of energy saving electrical appliances i.e. 5 star rating and inverter
system, rain water harvesting & ground water recharge etc.
18. Energy requirement,
source and
conservation
• Power supply-Connected load: Maximum demand 1000 KVA
• Source: DGVCL
• % of saving with calculation: 25% saving by using CFL, LED, solar based street lighting & Star rated energy efficient electronic appliances.
• DG Set: No. of D.G.Sets: 2 x 50 KVA
Fuel & it quantity: HSD-50 lit/hour
19. Fire and Life Safety
Measures
Underground fire water storage tank of 200 KL, overhead tank of 25
KL, 2 nos. of CO2 type fire extinguishers (4.5 kg capacity) & 2 nos. of
DCP type fire extinguishers (5 kg capacity) on each floor, 2 nos. of
DCP type fire extinguishers of 50 kg capacity near electric panel, fire
alarm call points with sounders on each floor, automatic sprinkler
system in basement, hose reel, fire hydrant, wet riser etc. will be
provided as fire fighting facilities.
20. Details on staircase
Type & no. of
buildings No. of floors
Floor
area
No. of
staircase
Width of the
staircase
Travel
distance (m)
1 Building 2 B + G.F. + 8
Floors
2,494.40 4 2.0 <30
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 30 feet in monsoon 45 feet in summer
• No. & dimensions of RWH tank(s):
• No. and depth of percolations wells: 2 nos.
22. Green area details • Tree covered area (m2): 458.18
• Area covered by shrubs and bushes (m2): ---
• Lawn covered area (m2): 650.12
• Total Green Area (m2): 1108.3
• Green Area % of plot area: 13.57 %
• No. of trees to be planted: 60 trees.
23. Dust control
measures
Spraying of water, peripheral barricading, covered shed for cement
loading area, covering the excavated earth with tarpaulin sheet etc.
24. Budgetary allocation
for Environmental
Management Plan
Budget allocation of rupees 10 lacs for rain water harvesting & tree
plantation.
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(Rs. in lacs)
25. Details of eco-
friendly building
materials
Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of
RMC, lead free paints etc.
26. Facilities to
construction workers
Sanitation & drinking water facilities, welfare facilities as per Gujarat
building & other construction workers rules & regulations
27. Documents related
to land possession
Village form no. 7 & 12 & copy of index from sub registrar’s office
submitted by them show that the agricultural land is in the name of
applicant & his wife. Application made for obtaining NA permission has
been submitted.
During the meeting, it was found that floor plans submitted by them show that the travel distance to the
nearest staircase from the farthest corner of the floor is less than 30 m. It was presented that the basic
amenities like sanitation blocks & drinking water facility will be provided at each floor. Details of loading /
unloading of goods & space designated for it were presented & discussed during the meeting. It was
presented that provision of natural & mechanical ventilation, LED lights, gas detection system associated
with sensors & automatic alarms, oxygen level sensors with alarm system will be made in basements.
After detailed discussion, it was decided to consider the project only after submission of the following:
1. A notarized undertaking stating that no any kind of manufacturing activity shall be allowed in the
commercial units of the proposed project and they will not sold / allot any commercial unit for storage
of chemicals, flammable substances, explosives, fire crackers or any other material of hazardous
characteristics
2. Notarized consent of the other land owner for issuance of the Environmental Clearance in the name
of the applicant.
8. Kasturi Casa Survey No: 237/3, T.P.S. 26(Mavdi), F.P.No:62/1, O.P.No.62, Village: Mavdi, Dist: Rajkot
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
SR
NO
PARTICULAR DETAILS
1. Proposal for New Project ( SIA/GJ/NCP/63513/2017)
2. Type of project Proposed Residential Project
3. Project Activity No 8(a)
4. Name of Project Kasturi Casa
5. Name of developer Bharat Rajanikant Patel and Others
6. Estimated Project Cost 40 Crore
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No
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8. Project Details Land/Plot Area (m2): 8,903.0
FSI Utilized Area (m2): 23,974.85
Total BU Area(m2) : 33,206.53
Permissible Proposed
FSI Area (m2) 24,084.10 23,974.85
Ground Coverage (m2) 2,599.37 2,599.37
Common Plot Area (m2) 890.30 890.30
Maximum Building
height (m)
40.00 39.97
9. Building Details Number of Building: 04
Numbers of Blocks: 04
Scope of Building: Basement + hollow plinth + 13 Floors
No. of residential units - 208
No. of commercial units -
10. No of Expected
Residents
@ 1000
11. Water and wastewater
Details (Construction)
Water requirements in (KL/day): 2.00
Source of water: Local water tanker suppliers
Waste water generation in quantity (KL/day) : 0.7
Mode of disposal: Soak Pit system
Details of reuse of water – NIL
12. Water and wastewater
Details (Operation)
• Total water requirement (KL/day): 147.0
• Fresh water requirement (KL/day): 100.0
• Source of water: Water supply from Rajkot Municipal
Corporation (RMC).
• Waste water generation quantity (KL/day): 113.0
• Mode of disposal: Sewage to be generated will be treated in
the proposed onsite STP. Treated sewage will be reused for
gardening & flushing purposes within premises and only
remaining quantity of treated sewage will be discharged into
the drainage line of Rajkot Rajkot Municipal Corporation
(RMC).
• In case of STP provision, capacity of STP: 120.0 KL/day
• Purposes for treated sewage utilization: Flushing & Gardening
• Quantity of treated water to be reused: 1. Gardening (KL/day):
5.0, 2. Flushing (KL/day): 42.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of water to be
discharged: Sewage to be generated will be treated in the
proposed onsite STP. Treated sewage will be reused for
gardening & flushing purposes within premises and only
remaining quantity of treated sewage will be discharged into
the drainage line of Rajkot Municipal Corporation (RMC).
Mode of disposal: as above.
13. Status of Water line The project falls under Final TP Scheme & hence water supply &
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and drainage system drainage connection will be available to project during operation
phase.
14. Solid waste
management
Construction Phase
Content Generation
in m3
Used Mode of disposal
Top Soil 25000 Top Soil will be utilized
in Gardening and
remaining will be used
in plinth level filling
Other
Construction
Debris
900 900 Development of
internal road
Steel Scrap 18 T Sold to vender
Discarded
Materials
25 T Sold to vender
Operation Phase
Content Generation
in KG/Day
Collection Mode of disposal
Dry Waste 105 In to
Collection
Bin
By local
Municipality Facility
Wet Waste 20 In to
Collection
Bin
• Details of segregation if to be done: Not to be done.
• Capacity and no. of community bins to be placed within
premises: 37 Nos. – each of 80 liters capacity.
• Landfill site where waste will be ultimately disposed by local
authority: at the nearest MSW collection point of RMC.
15. Parking Details • Total parking area requirement for the project as per GDCR:
4,807.60
• Parking area requirement for residential units as per GDCR:
4,807.60
• Total number of CPS requirement for the project as per NBC :
208 CPS
• Number of CPS requirement for residential units as per NBC:
208 CPS
• Total Parking area provided (m2) & No. of CPS: 6,013.19 (209
CPS)
• Parking area provided in hollow plinth: 1,639.20 m2 & 58 CPS
• Parking area provided as open surface parking: 1,166.52 m2 &
51 CPS
• Parking area provided in basement (m2) & No. of CPS –
3,207.47 m2 & 100 CPS
16. Traffic management • Width of adjacent public roads: 12 m
• Number of Entry & Exit provided on approach road/s: 2 gates will be provided.
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• Width of Entry & Exit provided on approach road/s: 6.1 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4.5 m
• Width of all internal roads: 6 m
17. Details of Green
Building measures
proposed.
Maximum utilization of natural light, roof-top thermal insulation,
CFL lighting fixtures in the common areas, appropriate design to
shut out excess heat and gain loss, use of solar energy in
external lighting (Landscape lighting), use of aerated block
[Cement + Fly Ash + Air mixture] to reduce heat stress inside
building, rain water harvesting by recharging ground water
through provision of 2 nos. of percolation wells, provision of
STP & reuse of treated sewage etc.
18. Energy Requirement,
Source and
Conservation
Power Supply by: PGVCL
Maximum Demand KVA: 450 KVA
Connected Load KVA : 750 KVA
19. Fire and Life Safety
Measures
Nearby Fire station : Mavdi Fire Station is at distance of
maximum 2.5 KM
We will provide two under ground water storage tank having
capacity 100 KL fire extinguishers, hose reel etc.
20. Details of Staircase
Block Floors Floor Area No of Stair
Case and
Lift
Width of
Staircase
Travel
Distance
Block A &
D
B+G+13
430.36
01 Stair
Case + 3
Lift
1.6 meter <20
Block B & C B+G + 13 473.64 01 Stair
Case + 3
Lift
1.6 meter <20
21. Rain Water Harvesting
(RWH)
We will provide two numbers of Rain Water Harvesting Tank
having 50 KL Capacity each for collecting surface run off
22. Green area details • Tree covered area (m2) : 445.48
• Lawn covered area (m2): 445.48
• Total Green Area (m2): 890.96
• Green Area % of plot area: more than 10 %
• No. of trees and species to be planted: 133 of Local flora
species such as Gulmohar, Asopalav, Pipal, Neem etc. will be
preferred.
23. Budgetary allocation for
Environmental
Management Plan
(Rs. in lacs)
Green Belt Development : 3.00 Lacs
Rain Water Harvesting : 05 Lacs
Others : 01 Lacs
Total : 09 Lacs
24. Proposed dust control
measures during the
construction phase.
Loading & transportation in covered trucks, covered shed for
cement unloading activity, temporary wind screen around project
site, sprinkling of water on roads and in vicinity of storage area
etc.
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25. Eco friendly building
material usage details.
Fly ash bricks, aerated block, paving block, RMC (Ready Mix
Concrete), lead free paints
26. Details of the basic
amenities & facilities
to be provided to
construction
workers
Full body harness, safety net, PPEs like dust mask, ear plug,
helmet, safety belt, water spray etc, sanitation facilities,
first aid kit, safe drinking water, transportation facility during
emergency, displaying the important telephone numbers at
various locations etc.
27. Documents related to
land possession.
NA order shows land for residential use is in the name of
applicant & others. Notarized consent of other land owners has
been submitted.
During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat
for granting Environment Clearance subject to the strict compliance of the following project specific
conditions as well as the standard conditions finalized during the meeting of SEAC held on 09/09/2015
for building construction projects falling under project activity no. 8(a) as per the schedule of the EIA
Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 2.00 KL/day and it shall be met
through local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage to be generated during the construction phase shall be disposed off through septic tank
and soak pit.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 147.0 KL/day, out of which fresh water
requirement of 100 KL/day shall be met through water supply system of Rajkot Municipal
Corporation (RMC) and the remaining 47 KL/day of water requirement shall be met through treated
sewage. No ground water shall be tapped during the operation phase. Metering of the water shall
be done and its records shall be maintained.
4. Sewage generation during operation phase shall be 113.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Rajkot Municipal Corporation (RMC).
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization
within premises & quantity of treated sewage discharged into the drainage line shall be maintained
and furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well upon completion of the construction work.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
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10. D. G. Sets to be provided in future as back up power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
11. 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.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste to be 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 Rajkot Municipal Corporation (RMC).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each
building having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like two under ground water storage tank having capacity 100 KL capacity, fire
extinguishers, hose reel etc. shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 6013.19 m2 [3207.47 m2 in basement + 1,639.20 m2 in hollow plinth +
1166.52 m2 as open surface parking] shall be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. maximum utilization of natural light, roof-top thermal insulation,
CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain
loss, use of solar energy in external lighting (Landscape lighting), use of aerated block [Cement +
Fly Ash + Air mixture] to reduce heat stress inside building etc. shall be implemented as proposed.
GREEN BELT:
21. Green belt area of 890.96 m2 comprising of 445.48 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
9. Aurum One at Survey No: 140/P3/P1/P2, Plot No: 01, Draft T.P.S. 36/3, Village: Ghanteshwar, Dist: Rajkot
Screening/scoping & appraisal.
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Details of the proposed project as presented before the committee are described below:
SR
NO
PARTICULAR DETAILS
1. Proposal for New Project ( SIA/GJ/NCP/63498/2017)
2. Type of project Proposed Residential Project
3. Project Activity No 8(a)
4. Name of Project Aurum One
5. Name of developer Kasturi Enterprise
6. Estimated Project Cost 42 Crore
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No
8. Project Details • Land/Plot Area (m2): 10,773.77
• FSI Utilized Area (m2): 29,028.71
• Total BU Area(m2) : 35,910.99
Permissibl
e
Proposed
FSI Area (m2) 29,113.48 29,028.71
Ground Coverage (m2) 2,871.03 2,871.03
Common Plot Area (m2) 1,079.78 1,079.78
Maximum Building (m) 40.00 38.03
9. Building Details Number of Building: 06
Numbers of Blocks: 06
Scope of Building: (H.P. + 13 Floor)
No of residential units: 312
10. No of Expected
Residents
@ 1250
11. Water and wastewater
Details (Construction)
• Water requirement (KL/day): 2.0
• Source of water: local water tankers
• Waste water generation quantity (KL/day): 0.7
• Mode of disposal: Soak pit
• Details of reuse of water, if any: N.A.
12. Water and wastewater
Details (Operation)
• Total water requirement (KL/day): 174.0
• Fresh water requirement (KL/day): 100.0
• Source of water: Water supply from Rajkot Urban
Development Authority (RUDA).
• Waste water generation quantity (KL/day): 135.0
• Mode of disposal: Sewage to be generated will be treated in
the proposed onsite STP. Treated sewage will be reused for
gardening & flushing purposes within premises and only
remaining quantity of treated sewage will be discharged into
the drainage line of Rajkot Urban Development Authority
(RUDA).
• In case of STP provision, capacity of STP: 150.0 KL/day
• Purposes for treated sewage utilization: Flushing & Gardening
• Quantity of treated water to be reused:1.Gardening(KL/day):
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5.0, 2. Flushing (KL/day): 69.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of water to be
discharged:
• Sewage to be generated will be treated in the proposed onsite
STP. Treated sewage will be reused for gardening & flushing
purposes within premises and only remaining quantity of
treated sewage will be discharged into the drainage line of
Rajkot Urban Development Authority (RUDA).
• Mode of disposal: as above.
13. Status of Water line
and drainage system
The project falls under TP Scheme of RUDA and hence water
supply as well as drainage connection of RUDA will be available
to the project during operation phase.
14. Solid waste
management
Construction Phase
Content Generation
in m3
Used Mode of disposal
Top Soil 26,000 Top Soil will be
utilized in Gardening
and remaining will be
used in plinth level
Other
Construction
Debris
950 950 Development of
internal road
Steel Scrap 19 T Sold to vender
Discarded
Materials
30 T Sold to vender
Operation Phase
Content Generation
in KG/Day
Collection Mode of disposal
Dry Waste 131 In to
Collection
Bin
By local
Municipality
Facility
Wet Waste 25 in to
collection
bin
• Details of segregation if to be done: N.A.
• Capacity and no. of community bins to be placed within premises: Total 55 bins with 80 lit capacities will be provided.
• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW dumping / landfill site of RUDA.
15. Parking Details • Total parking area requirement for the project as per GDCR: 5,970.18 m2
• Total parking area requirement for the residential as per GDCR: 5,970.18 m2
• Total parking area Provided for the project as per GDCR: 7,957.14 m2
• Total Number of Parking requirement for the project as per NBC: 312
• Total Number of Parking Provided for the project as per NBC:
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332nd meeting of SEAC-Gujarat, Dated 18.04.2017
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7,957.14 & 320
• Total Number of Parking Provided in Hollow Plinth : 3,301.56 m2 & 118 CPS
• Total Number of Parking Provided in Open Parking: 4,655.58 m2 & 202 CPS
16. Traffic management • Width of adjacent public roads: 18.0 m & 10.5.m.
• Number of Entry & Exit provided on approach road/s: 3 gates will be provided.
• Width of Entry & Exit provided on approach road/s: 9.0 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads: 6 m
17. Details of Green
Building measures
proposed.
Maximum utilization of natural light, roof-top thermal insulation,
CFL & LED lighting fixtures in the common areas, use of solar
energy in external lighting (Landscape lighting), rain water
harvesting by recharging ground water through provision of 2
nos. of percolation wells, provision of STP & reuse of treated
sewage etc.
18. Energy Requirement,
Source and
Conservation
• Power supply:
Maximum demand: 600 KW
Connected load: 1100 KW
• Source: Paschim Gujarat Vij Company Ltd.
19. Fire and Life Safety
Measures
Nearby Fire station : Kalavad Road Fire Station is at distance of
maximum 5 km
Two under ground water storage tanks having capacity of 200
KL, fire extinguishers, hose reel etc.
20. Details of Staircase
Block Floors Floor Area No of Stair
Case and
Lift
Width of
Staircase
Travel
Distance
Block
A,B,C,D,
E,F
H.P. + 13 366.66 01 Stair
case + 3
lifts
1.6 meter <20
21. Rain Water Harvesting
(RWH)
Two numbers of percolation wells for ground water recharge
through rain water harvesting.
22. Green area details • Tree covered area (m2): 576.68
• Area covered by shrubs and bushes (m2):--
• Lawn covered area (m2): 286.28
• Total Green Area (m2): 862.96
• Green Area % of plot area: 10.0%
• No. of trees and species to be planted: 127 trees
23. Budgetary allocation for
Environmental
Management Plan
(Rs. in lacs)
Green Belt Development : 3.00 Lacs
Rain Water Harvesting : 05 Lacs
Others : 01 Lacs
Total : 09 Lacs
24. Proposed dust control
measures during the
construction phase.
Loading & transportation in covered trucks, covered shed for
cement unloading activity, temporary wind screen around project
site, sprinkling of water on roads and in vicinity of storage area
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etc.
25. Eco friendly building
material usage details.
Fly ash bricks, aerated block, paving block, RMC (Ready Mix
Concrete), lead free paints
26. Details of the basic
amenities & facilities
to be provided to
construction
Workers
Full body harness, safety net, PPEs like dust mask, ear plug,
helmet, safety belt, water spray etc, sanitation facilities,
first aid kit, safe drinking water, transportation facility during
emergency, displaying the important telephone numbers at
various locations etc.
27. Documents related to
land possession.
Copy of Village Form No.6 Hak Patrak Submitted shows land
is in the name of partners of M/s. Kasturi Enterprise.
During the meeting, the project proponent was suggested to utilize treated sewage in flushing activity
and to increase the parking area provision for the project. The project proponent was agreed to utilize
treated sewage in flushing activity and submitted revised parking area provision details during the
meeting. After detailed discussion on various aspects regarding the project, it was decided to
recommend the project to SEIAA Gujarat for granting the Environmental Clearance subject to the strict
compliance of the following project specific conditions as well as the standard conditions finalized during
the meeting of SEAC held on 09/09/2015 for building construction projects falling under project activity
no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 2.00 KL/day and it shall be met
through local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage to be generated during the construction phase shall be disposed off through septic tank
and soak pit.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 174.0 KL/day out of which fresh water
requirement of 100 KL/day shall be met through water supply system of Rajkot Urban Development
Authority (RUDA) and the remaining 74 KL/day of water requirement shall be met through treated
sewage. No ground water shall be tapped during the operation phase. Metering of the water shall
be done and its records shall be maintained.
4. Sewage generation during operation phase shall be 135.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Rajkot Urban Development Authority (RUDA).
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization
within premises & quantity of treated sewage discharged into the drainage line shall be maintained
and furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well upon completion of the construction work.
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9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
10. D. G. Sets to be provided in future as back up power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
11. 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.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste to be 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 Rajkot Urban Development Authority (RUDA).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each
building having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like two under ground water storage tanks having capacity of 200 KL, fire
extinguishers, hose reel etc. shall be provided as proposed.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 7,957.14 m2 [3,301.56 m2 in hollow plinth + 4,655.58 m2 as open surface
parking area] shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum utilization of natural light, roof-top thermal insulation,
CFL & LED lighting fixtures in the common areas, use of solar energy in external lighting
(Landscape lighting), rain water harvesting by recharging ground water through provision of 2 nos.
of percolation wells, provision of STP & reuse of treated sewage etc. shall be implemented as
proposed.
GREEN BELT:
18. Green belt area of 862.96 m2 comprising of 576.68 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
10. Building construction
project by M/s.
Sharanam Smart
Space LLP
Sub Plot No. A/2 of F.P.No. (24+29+62+ 63)/
Paiki, T.P.S.No.7 (Khokhra - Mehmdabad) at
Mithipur, Ahmedabad
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63429/2017]
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2. Type of Project Commercial Project
3. Project /
Activity No.
[8(a) or 8(b)]
8 (a)
4. Name of the
project
Commercial Project
5. Name of
Developer
Sharanam Smartspace LLP
6. Estimated
Project Cost
(Rs. In Crores)
65 Crores
7. Whether
construction
work has been
initiated at
site? If yes,
details thereof
No
8. Project Details • Land / Plot Area (m2):12,290
• FSI area (m2): 22,122.0
• Total BUA (m2):39,970.77
Permissible Proposed
FSI Area (m2) 22,122.0 22,122
Ground Coverage (m2) - 5,242.02
Common Plot Area (m2) 1229 1230
Max. building height 45 m 25 m
9. Building Details • No. of Buildings:5
• No. of Blocks:5
• Scope of buildings/blocks: 2 level basement + ground floor +4 floor
• No. & type of Commercial Units: 30 shops +128 offices
• Details of amenities if any: No
10. No. of
expected
residents /
users
2200 occupants and 250 visitors
11. Water & waste
water details
during
construction
phase
• Water requirement (KL/day): 21.75
• Source of water: water tankers
• Waste water generation quantity (KL/day): 5.73
• Mode of disposal: septic tank
• Details of reuse of water, if any: No
12. Water & waste
water details
during
operation
phase
• Fresh water requirement (KL/day):107.67
• Source of water: water supply from Ahmedabad Municipal Corporation (AMC)
• Waste water generation quantity (KL/day):82.20
• Mode of disposal: Into underground drainage line of Ahmedabad Municipal Corporation (AMC).
13. Status of water
supply and
Available at site
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drainage line
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to be
reused (m3)
Mode of
Disposal /
Reuse
Top Soil 2,250 2,250 Will be
completely used
in development
of landscape
area / greenbelt
Other
excavated
earth
42,750 18,900 m3 will
be used for
back filling
and raising
plinth level.
Balance earth
will be used in
other project
Construction
debris
350 200 m3 will be
used for
development
of internal
road.
Balance debris
will be handed
over to AMC
Steel scrap 10 0 Sold to vendors
Discarded
packing
materials
8 0 Sold to vendors
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of
Disposal /
Reuse
Dry waste 274 White bins Sold to
vendors
Wet waste 411 Green Bins Municipal bins
• Details of segregation if to be done: yes
• Capacity and no. of community bins to be placed within premises: 15 kg and 12 number of community bins to be placed in common area
• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW collection point of AMC.
15. Parking Details • Total parking area requirement for the project as per GDCR: 11,061 m2
• Parking area requirement for Commercial units as per GDCR: 11,061 m2
• Total number of CPS requirement for the project as per NBC :885
• Number of CPS requirement for commercial units as per NBC:885
• Total Parking area provided (m2) & No. of ECS: 27,799 & 895 ECS
• Parking area provided in basement (m2) & No. of ECS: 12,343 & 385 ECS
• Parking area provided in hollow plinth (m2) & No. of ECS: 1,113 &39 ECS
• Parking area provided as open surface (m2) & No. of ECS:2,000 & 86 ECS
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• Parking area provided as mechanical parking in basement (m2) & No. of ECS: 12,343 & 385 ECS
16. Traffic
Management
• Width of adjacent public roads: 30.5 m wide road
• Number of Entry & Exit provided on approach road/s: Two gates will be provided including one for entry into the basement
• Width of Entry & Exit provided on approach road/s: 9 m &3.5 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3.0 m
• Width of all internal roads: 9 m, 6 m & 4 m
17. Details of
Green Building
measures
proposed.
Maximum use of natural lighting through architectural design, energy
efficient motors & pumps, water efficient taps, maximum use of RMC &
aerated blocks, use of LED lighting fixtures and low voltage lighting,
solar lighting in open and landscape areas- 22 numbers of solar lights,
roof-top thermal insulation, water meters, rain water harvesting &
ground water recharge through 4 nos. of percolating wells etc.
18. Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand: 1800 KVA Connected load: 2000 KVA
• Source: Torrent Power Limited
• % of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables & solar street lights.
• DG Sets: No. and capacity of the DG sets:1 x 125 KVA
Fuel & its quantity: HSD, 25 litre/hr
19. Fire and Life
Safety
Measures
• During Construction Phase: Provision of Personal Protective
Equipment’s (PPEs) to the construction workers and its usage shall be
ensured and supervised, training to all workers on construction safety
aspects, first aid room with first aid kit, doctor & ambulance service.
• During operation phase: Fire extinguishers, hose reel, manually
operated electric fire alarm system, wet riser, automatic sprinkler
system in basement, underground static water storage tank-200 KL
capacity, terrace tank -90 KL capacity (total capacity), pump near
underground static water storage tank (fire pump) with minimum
Pressure of 3.5 kg/cm2 at terrace level etc.
20. Details on staircase
Type & no.
of buildings No. of floors
Floor area
m2
No. of
staircase
Width of the
staircase
(m)
Travel
distance
(m)
A, B, C, D 2B +G/HP +
4 1,009.02 2 1.53 <30
E 2B + G + 4 561.72 2 2.0 <30
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 21 m
• No. & dimensions of RWH tank(s) : 4 No and 2.5m X 2.0 m X 3.0 m
• No. and depth of percolations wells : 4 no and 17 m
• Details on Pre-treatment facilities : oil and grease removal and filter
22. Green area
details
• Tree covered area (m2) :450
• Area covered by shrubs and bushes (m2):300
• Lawn covered area (m2):480
• Total Green Area (m2):1230
• Green Area % of plot area: 10%
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• No. of trees and species to be planted: 185 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar
23. Dust control
measures
Spraying of water, peripheral barricading, covered shed for cement
loading area, covering the excavated earth with tarpaulin sheet etc.
24.
Budgetary
allocation for
Environmental
Management
Plan
(Rs. in lacs)
Allocation of Rs. 16 lacs & Rs.9 lacs as capital cost & recurring cost
respectively has been made for EMP & EMS including green belt
development, rain water harvesting / ground water recharge, solid waste
management, sewage treatment & management etc.
25. Details of
ecofriendly
building
materials
Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of
RMC, lead free paints etc.
26. Details of
amenities to be
provided to
construction
workers.
Sanitation facilities, maintaining hygienic condition at the project site to
avoid health problems, safe drinking water, PPEs, first aid room with first
aid kit & welfare facilities as per the Gujarat Building & Other
Construction Workers Rules.
27. Documents
related to land
possession
Copy of Registered sale deed & copy of Sub-registrar’s office index
submitted by them show that the NA land has been purchased by M/s
Sharanam Smartspace LLP
During the meeting, the perspective view of the building was presented and it was mentioned that
maximum efforts will be taken to maintain the U value of the materials being used on outer facades as
well as Double Glazing unit will be used to minimize the heat island effect. Natural light & ventilation will
be provided in basements through open to sky area in common plot & open ducts. Provision of
mechanical ventilation system designed to provide 12 air changes per hour in normal condition & 30 air
changes per hour in case of emergency like fire, CO sensors associated with the exhaust fans whose
speed level will be automatically maintained as per the CO concentration levels, ductless jet nozzle fan
system to push & pull the air in the car park area etc. will be provided in the basements. Limited traffic
survey was carried out on 30.5 m wide road in both the directions which shows that the road having total
carrying capacity of 2200 PCU/hr will be adequate enough to cater the total traffic load of 832 PCU/hr. in
proposed scenario. It is proposed to provide flameproof electrical fittings including cables / wires.
Basement with 3.9 m height will be provided to accommodate mechanical parking. Common facilities like
drinking water facility & separate sanitation blocks will be provided on each floor. They have submitted a
notarized undertaking stating that any kind of manufacturing activity will not be allowed in the commercial
units of the proposed project and any commercial unit will not be sold / allotted for storage of chemicals,
flammable substances, explosives, fire crackers or any other material of hazardous characteristics. After
detailed discussion on various aspects regarding the project, it was decided to recommend the project to
SEIAA Gujarat for granting Environment Clearance subject to the strict compliance of the following
project specific conditions as well as the standard conditions finalized during the meeting of SEAC held
on 09/09/2015 for building construction projects falling under project activity no. 8(a) as per the schedule
of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
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1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. Common amenities like drinking water facility, sanitation blocks separate for male & female, first aid
facility etc. shall be provided in each corporate office as proposed.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 21.75 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
5. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
6. Water requirement during the operation phase shall be 107.67 KL/day and it shall be met through
the water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be
tapped during the operation phase. Metering of the water shall be done and its records shall be
maintained.
7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
8. Sewage generation during the operational phase shall be 82.20 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 4 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
10. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards..
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (AMC).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like fire extinguishers, hose reel, manually operated electric fire alarm system,
wet riser, automatic sprinkler in basement, underground static water storage tank-200 KL capacity,
terrace tank -90 KL capacity (total capacity) etc. shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
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of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 27,799 m2 [12,343 m2 in basement + 2,000 m2 as open surface parking +
1,113 m2 in hollow plinth +12,343 m2 as mechanical parking in basement] shall be provided as
proposed.
20. No public space including the service road shall be used or blocked for the parking and the trained
staff shall be deployed to guide the visitors for parking and helping the senior citizens and physically
challenged people to park their vehicles at appropriate parking places (valet parking).
21. Necessary signage including continuous display of status of parking availability at entry, exit and all
other appropriate places shall be provided which should have appropriate size of letters and shall be
visible from the at least 50 meter distance.
ENERGY CONSERVATION:
22. Energy conservation measures viz. maximum use of natural lighting through architectural design,
energy efficient motors & pumps, water efficient taps, water meters, maximum use of RMC &
aerated blocks, use of LED lighting fixtures and low voltage lighting, solar lighting in open and
landscape areas- 22 numbers of solar lighting, roof-top thermal insulation etc. shall be implemented
as proposed.
23. The energy audit shall be conducted at regular interval for the project and the recommendations of
the Audit Report shall be implemented with spirit.
GREEN BELT:
24. Green belt area of 1,230 m2 comprising of 450 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
25. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
11. Central Bazzar
Veneziano"
S.No:53/1, F.P.No:130, O.P.No:71/1, T.P.S.No:1,
Vesu, Surat
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No. Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63408/2017]
2. Type of Project Construction Of Commercial Complex
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project
Central Bazzar Veneziano
5. Name of Developer
M/S. Manojbhai Arvindbhai Gandhi
6. Estimated Project Cost (Rs. In Crores)
Rs. 100 crores
7. Whether No
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construction work has been initiated at site? If yes, details thereof
8. Project Details • Land / Plot Area (m2) : 5,603.0
• FSI area (m2): 13,041.23
• Total BUA (m2): 22,957.53
Permissible Proposed
FSI Area (m2) 12,606.75 13,041.23
Ground Coverage (m2) - 2,776.55
Common Plot Area (m2) 560.30 565.18
Max. building height (m) 40 m 20.27 m
9. Building Details • No. of Buildings: 1
• No. of Blocks:1
• Scope of buildings/blocks: 2 level basement + ground floor + 4 floors.
• No. & type of Commercial Units: 580
10. No. of expected residents / users
580
11. Water & waste water details during construction phase
• Water requirement (KL/day):10
• Source of water: Surat Municipal Corporation
• Waste water generation quantity (KL/day):3.6
• Mode of disposal: Soak Pit
12. Water & waste water details during operation phase
• Fresh water requirement (KL/day):201.4
• Source of water: Water supply from Surat Municipal Corporation (SMC)
• Waste water generation quantity (KL/day): 153.12
• Mode of disposal: Domestic waste water will be disposed off through SMC underground drainage network.
13. Status of water supply and drainage line
Both drainage and water supply line exist in the area.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 26,894.53
26,894.53
Will be used for ground and garden levelling.
Other excavated earth
Nil
Construction debris 523 523
Disposed in such a way that will prepare nearest roads.
Steel scrap 13 T 13 T To be sold-out to dealer
Discarded packing materials
25 T None To be sold-out to dealer
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Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 1,500 Adequate Nos. of proper sized bins
Door to Door Solid Waste Collection by SMC and dispose into their existing SMC sanitary landfill. Nearest Municipal solid waste site
Wet waste
530 Adequate Nos. of proper sized bins
Nearest Municipal solid waste site
• Details of segregation if to be done :Separate bins for dry and wet waste to be provided to each unit
• Capacity and no. of community bins to be placed within premises: 20 nos of bins having capacity of 200 kg each for dry waste and 20 nos of bins having capacity of 200 kg each for wet waste will be provided.
• Landfill site where waste will be ultimately disposed by local authority: the nearest MSW disposal site of SMC.
15. Parking Details • Total parking area requirement for the project as per GDCR: 3,912.36 m2
• Total number of CPS requirement for the project as per NBC :260
• Total Parking area provided (m2) & No. of CPS: 8,179.81 m2 [7,374.83 m2 in basement + 804.98 m2 as open surface parking] and 265 CPS
• Parking area provided in basement (m2) & No. of CPS: 7,374.83 m2 and 230 CPS
16. Traffic Management
• Width of adjacent public roads: 20 m wide T.P. road
• Number of Entry & Exit provided on approach road/s : One Gate
• Width of Entry & Exit provided on approach road/s: 6 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads: 6 m & 4 m
17. Details of Green Building measures proposed.
Provision to install aerated coke (foam type) in wash basins, low flush water closets in toilet and pressure reducing valves in water pipeline, rain water harvesting and ground water recharge etc.
18. Energy Requirement, Source and Conservation
• Power supply: Maximum demand:2,500 KW Connected load:2,500 KW
• Source: Gujarat Electricity Board (GEB)
• Energy saving measures: Maximum utilization of natural light. Roof-top thermal insulation. CFL lighting fixtures in the common areas. Appropriate design to shut out excess heat and gain loss. Use of solar energy in external lighting (Landscape lighting). Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.
• DG Sets: No. and capacity of the DG sets: 1 × 500 KVA Fuel & its quantity : diesel (30 Litre/Day)
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Note : - D.G. Sets will be used in case of power failure only.
19. Fire and Life Safety Measures
Four nos. of underground fire water storage tank of 40 KL capacity,
Fire Extinguishers, Hose Reel, Manually operated fire alarm system,
water storage tank.
20. Details on staircase
Type & no. of buildings
No. of floors
Floor area No. of staircase
Width of the staircase
Travel distance (m)
Commercial Building
Lower basement +Upper basement
8,270.12m2 3 Staircase
1.5 m Less than 30 m
Ground floor + 4 floor
2,776.55 + (893.71 x 4)
4 Staircase
1.5 m Less than 30 m
21. Rain Water Harvesting (RWH)
• Level of the Ground water table: 10 m
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :-
• Details on Pre-treatment facilities :only roof top rainwater harvesting is proposed
22. Green area details
• Tree covered area (m2) : 700.0
• Area covered by shrubs and bushes (m2): 500.0
• Lawn covered area (m2): 560.0
• Total Green Area (m2): 1,760.0
• Green Area % of plot area: 30%
• No. of trees and species to be planted : 430
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Green belt development : 3.2 Lacs Drainage and rain water harvesting: 3.0 lacs Solar and energy saving: 2.0 lacs Total: 8.2 Lacs
24. Proposed dust control measures during the construction phase
Water sprinkling on loose top soil, storing the construction material in covered areas, barricading the project site.
25. Eco friendly building material usage details.
Fly as brick, aerated block, paving block, RMC, Lead free points.
26. Details of the basic amenities & facilities to be provided to construction workers
Full body harness, safety net, PPEs like dust mask, ear plug, helmet,
safety belt, water spray etc, sanitation facilities, first aid kit, safe
drinking water, transportation facility during emergency, displaying the
important telephone numbers at various locations etc.
27. Documents related to land possession.
N.A order for the project site is in the name of Mr. Manojbhai
Arvindbhai Gandhi.
During the meeting, it was found that floor plans submitted by them shows that the travel distance to the
nearest staircase from the farthest corner of the floor is less than 30 m. It was presented that the basic
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amenities like sanitation blocks & drinking water facility will be provided at each floor. Details of loading /
unloading of goods & space designated for it, provision of ventilation & lighting arrangement in
basements were presented & discussed during the meeting. After detailed discussion, it was decided to
recommend the project to SEIAA Gujarat for grant of Environmental Clearance subject to the strict
compliance of the following project specific conditions as well as the standard conditions finalized during
the meeting of SEAC held on 09/09/2015 for building construction projects falling under project activity
no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. Adequate amenities like drinking water facility, sanitation blocks separate for male & female, first aid
facility etc. shall be provided as proposed by the project proponent.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 10 KL/day and it shall be met
through Surat Municipal Corporation. No ground water shall be tapped during the construction
phase.
5. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
6. Water requirement during the operation phase shall be 201.4 KL/day and it shall be met through the
water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped during
the operation phase. Metering of the water shall be done and its records shall be maintained.
7. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
8. Sewage generation during the operational phase shall be 153.12 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
10. A D. G. Set (1 x 500 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards..
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall b e sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Surat Municipal Corporation (SMC).
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SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like fire extinguishers, hose reel, manually operated electric fire alarm system,
wet riser, automatic sprinkler system in basement, underground static water storage tank-160 KL
capacity etc. shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum Parking space of 8,179.81 m2 [7,374.83 m2 in basement + 804.98 m2 as open surface
parking] shall be provided as proposed.
20. No public space including the service road shall be used or blocked for the parking and the trained
staff shall be deployed to guide the visitors for parking and helping the senior citizens and physically
challenged people to park their vehicles at appropriate parking places (valet parking).
21. Necessary signage including continuous display of status of parking availability at entry, exit and all
other appropriate places shall be provided which should have appropriate size of letters and shall be
visible from the at least 50 meter distance.
ENERGY CONSERVATION:
22. Energy conservation measures viz. maximum use of natural lighting through architectural design,
energy efficient motors & pumps, water efficient taps, maximum use of RMC & aerated blocks, use
of LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas solar
lighting, roof-top thermal insulation etc. shall be implemented as proposed.
23. The energy audit shall be conducted at regular interval for the project and the recommendations of
the Audit Report shall be implemented with spirit.
GREEN BELT:
24. Green belt area of 1,760.0 m2 comprising of 700.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
25. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
12. Status Residency O.P.NO. 63, 65/A + 65/B, F.P.NO.63+65,R. S.No.:
200/1+ 200/3, T.P.S. NO: 50 (Ved - Katargam),
Katargam, Surat
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63591/2017]
2. Type of Project Residential
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3. Project / Activity
No. [8(a) or 8(b)]
8(a)
4. Name of the
project
Status
5. Name of
Developer
Mr.Jitendra H Desai & others
6. Estimated Project
Cost (Rs. In
Crores)
Rs. 120 crores
7. Whether
construction work
has been initiated
at site? If yes,
details thereof
No
8. Project Details
Permissible Proposed
FSI Area (m²) 9,894.25 9,451.73
Ground Coverage (m²) 1,579.75 1,333.67
Common Plot Area (m²) 554.34 554.34
Max. building height (m) 116.77 40.00
• Land / Plot Area (m²): 5,543.0
• FSI area (m2): 9,451.73
• Total BUA (m2):20,623.81
9. Building Details • No. of Buildings:- 2
• Scope of buildings/blocks: 2 Basement +Hollow plinth +10 floors
• No.& size of Residential Units:40 units
• Details of amenities if any: Club house and jogging track
10. No. of expected
residents / users
180
11. Water & waste
water details
during
construction phase
• Water requirement (KL/day):15
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):2.1
• Mode of disposal: Details of reuse of water, if any: SMC drain
12. Water & waste
water details
during operation
phase
• Fresh water requirement (KL/day): 29.2
• Source of water: Water supply from SMC
• Waste water generation quantity (KL/day):20.0
• Mode of disposal: Disposal through SMC drain.
13 Status of water
supply and
drainage line
Both drainage and water supply lines are existing at site.
14 Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to
be reused
(m3)
Mode of Disposal /
Reuse
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Top Soil 554 554 m3 will
be used for
greenbelt
development
27,966.77 m3 will be
utilized at other
project site after
obtaining necessary
permission, if any.
Other
excavated
earth
30,183.97 2,217.2 m3
will be used
for back filing
& plinth filing
within
premises.
Construction
debris
15kg/day Nil Sold off to recyclers
Steel scrap 15kg/day
Discarded
packing
materials
6kg/day
Operation Phase:
Type of
waste
Generation
Quantity
(Kg/day)
Mode of waste
collection
Mode of Disposal
/ Reuse
Dry waste 40 kg/day Into bins to be
provided
within
premises.
Disposal through
door to door
waste collection
system of SMC.
Wet waste 32 kg/day
• Details of segregation if to be done: For Solid waste segregation at source will be adopted and wet waste will be processed within premises using OWC. Recyclable material will be sold to recycler.
• Capacity and no. of community bins to be placed within premises: 2 nos of bin having capacity of 50 kg each for dry waste and 50 kg for wet waste will be provided to each building.
• Landfill site where waste will be ultimately disposed by local authority :Khajod Disposal Site
15 Parking Details • Total parking area requirement for the project as per GDCR: 1,496.61 m²
• Parking area requirement for residential units as per GDCR: 1,496.61 m²
• Total number of CPS requirement for the project as per NBC : 40
• Total Parking area provided (m²) & No. of CPS:10899.21 m² and 360 CPS
• Parking area provided in basement (m² ) & No. of CPS: 8167.47 m² and 255 CPS
• Parking area provided in hollow plinth (m² ) & No. of CPS: 1685.6 m² and 60 CPS
• Parking area provided on surface (m² ) & No. of CPS: 1046.14 m² and 45 CPS
16 Traffic
Management
• Width of adjacent public roads:30m and 24m wide TP road
• Number of Entry & Exit provided on approach road/s: Two gates will be provided
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• 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 forthe plantation): 6.0 m
• Width of all internal roads:6.0 m
17 Details of Green
Building measures
proposed.
Provision to install aerated coke (Foam Type) in wash basins, kitchen,
low flush water closets in toilet and pressure reducing valves in water
pipeline, rain water harvesting & ground water recharge, maximum
utilization of natural light, roof-top thermal insulation, LED lighting
fixtures in the common areas, appropriate design to shut out excess
heat and gain loss, use of solar energy in external lighting (landscape
lighting), use of aerated blocks etc.
18 Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand:400 KW
Connected load:500 KW
Source: DGVCL
• Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated blocks etc.
• DG Sets: No. and capacity of the DG sets:4 x 60 KVA
Fuel & its quantity: diesel (10 Liter/h)
Note : - D.G. Sets will be used in case of power failure or fire
emergency
19 Fire and Life
Safety Measures
• During the construction phase: Fire extinguishers at various locations and can be easily accessible, to keep printed board showing important telephone number of fire, ambulance, hospital etc. training to the workers on safety aspects, first aid box at identified places within premise, doctor & ambulance services, provision of PPE’s like helmet, gumboot/safety net, safety goggles etc.
• During the operation phase: Fire extinguishers on each floor & in the basement, wet riser opening at each floor, manually operated electric fire alarm system, hose reel, terrace water tanks of 15 KL capacity, underground water tank of 100 KL, smoke detectors etc.
• Nearest fire station: Katargam fire station.
• Distance from project site: 3.0 Km.
20 Details on staircase
Type & no. of
buildings
No. of floors Floor
area
No. of
staircase
Width of the
staircase
Travel distance
(m)
A & B 2B+HP+10 514.0 2 1.52 m Less than 15 m
21 Rain Water
Harvesting
(RWH)
• Level of the Ground water table:12 m
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :2
• Details on Pre-treatment facilities :only roof top rainwater harvesting is proposed
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During the meeting, it was observed that river Tapi is about 180 m away from the project site. Further
while asking by the committee the project proponent presented that the plinth level of the project site will
be raised considering the highest flood level of the area. During the meeting, after detailed discussion it
was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance subject to
the strict compliance of the following project specific conditions as well as the standard conditions
finalized during the meeting of SEAC held on 09/09/2015 for building construction projects falling under
project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 15.0 KL/day and it shall be met
through the water supply from Surat Municipal Corporation (SMC).No ground water shall be tapped
during the construction phase.
2. Sewage generated during the construction phase shall be discharged into the drainage line of SMC.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 29.2 KL/day and it shall be met through
water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped during
the operation phase. Metering of the water shall be done and its records shall be maintained.
4. No new bore well shall be constructed and existing bore well/s, of any, shall be either sealed or
22 Green area details • Tree covered area (m²) :450
• Area covered by shrubs and bushes (m2): included in lawn covered area.
• Lawn covered area (m²):350
• Total Green Area (m²):800
• Green Area % of plot area:14.43%
• No. of trees and species to be planted:150
23
Budgetary
allocation for
Environmental
Management Plan
(Rs. in lacs)
Green belt development : 40 Lacs
Drainage and rain water harvesting: 30 lacs
Solar and energy saving: 35 lacs
Total: 105 Lacs
24 Proposed dust
control measures
during the
construction phase
Loading & Transportation in covered Trucks, Covered shed provided
for cement unloading activity, Temporarily Wind Screen around project
site will be constructed, Sprinkling of water on roads and in vicinity of
storage area.
25 Eco friendly
building material
usage details.
Fly ash bricks & aerated block, paving blocks, RMC (Ready Mix
Concrete), lead free paints etc.
26 Facilities to be
provided to the
construction
workers
Drinking water & tap water, sanitation facility, first aid box, free
medicines, doctor service, PPE’s etc.
27 Document related
to Land
possession
Copy village form no. 7 & 12 submitted by them shows that N.A land is
in the name of applicant & others. Notarized consent of all the other
land owners has been submitted.
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converted into the recharge well after completion of the construction phase of the project.
5. Sewage generation during the operational phase shall be 20.0 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
7. D. G. sets (4 × 60.0KVA) proposed as backup power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
8. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
9. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of
all proposed D.G.sets.
SOLID WASTE:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Surat Municipal Corporation (SMC).
SAFETY:
11. Fire fighting facilities like Fire extinguishers on each floor & in the basement, wet riser opening at
each floor, manually operated electric fire alarm system, hose reel, terrace water tanks of 15 KL
capacity, underground water tank of 100 KL, smoke detectors etc. shall be provided as proposed.
12. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each
building having floor area more than 500 m2 on each floor.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
15. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
16. Minimum Parking space of 10,899.21 m2 [8,167.47 m2 in basement + 1,685.6 m2 in hollow plinth +
1,046.14 m2 on surface] shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum utilization of natural light, roof-top thermal insulation,
LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain
loss, use of solar energy in external lighting (landscape lighting), use of aerated blocks etc. shall be
implemented as proposed.
GREEN BELT:
18. Green belt area of 800.0 m2 comprising of 450.0m2 tree covered areashall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
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later & spirit.
13. Sky Stella S.No:762, 774, F.P.No.: 205, 214, T.P.S.No.: 3,
Ghuma, Ahmedabad
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63630/2017]
2. Type of Project Residential & Commercial
3. Project / Activity
No. [8(a) or 8(b)]
8 (a)
4. Name of the
project
Sky Stella
5. Name of
Developer
Hiteshkumar. K. Patel & Bipinkumar. C. Desai
6. Estimated
Project Cost (Rs.
In Crores)
80 Crores
7. Whether
construction
work has been
initiated at site?
If yes, details
thereof
No
8. Project Details • Land / Plot Area (m2): 5887.0
• FSI area (m2):15,894.0
• Total BUA (m2):33,075.91
Permissible Proposed
FSI Area (m2) 15,894.90 15,894
Ground Coverage (m2) - 2,207.22
Common Plot Area (m2) 588.7 590
Max. building height (m2) 45 m 45 m
9. Building Details • No. of Buildings:4
• No. of Blocks:4
• Scope of buildings/blocks: 2 level Basement + ground floor (parking & shops) + 13 floors.
• No.& size of Residential Units: 196 flats
• No. & type of Commercial Units: 45 shops
• Details of amenities if any: one society office
10. No. of expected
residents / users
972 occupants and 150 visitors
11. Water & waste
water details
during
• Water requirement (KL/day): 21.75
• Source of water: Water tankers
• Waste water generation quantity (KL/day): 5.73
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construction
phase
• Mode of disposal: Soak tank
• Details of reuse of water, if any: No
12. Water & waste
water details
during operation
phase
• Fresh water requirement (KL/day): 141.25
• Source of water: Water supply from Ahmedabad Urban Development Authority (AUDA)
• Waste water generation quantity (KL/day): 110.88
• Mode of disposal: Into underground drainage line of Ahmedabad Urban Development Authority (AUDA)
13. Status of water
supply and
drainage line
Available at 500 m from the site
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to be
reused (m3)
Mode of
Disposal /
Reuse
Top Soil 1,500 1,500 Will be used
for greenbelt
development.
Other
excavated
earth
28,500 12,600 m3 will
be used for
back filling
and raising
plinth level.
Remaining
will be send to
their other
project site for
filling up of
the low lying
areas.
Construction
debris
300 200 m3 will be
used for
development
of internal
road and back
filling.
Balance
debris will be
handed over
to AMC
Steel scrap 15 0 Sold to
vendors
Discarded
packing
materials
8 0 Sold to
vendors
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of
Disposal /
Reuse
Dry waste 230.88 White bins Sold to
vendors
Wet waste 346.32 Green Bins Municipal bins
• Details of segregation if to be done: yes
• Capacity and no. of community bins to be placed within premises: 15 kg and 10 number of community bins to be placed in common area
• Landfill site where waste will be ultimately disposed by local authority: At the nearest solid waste collection point of AUDA.
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15. Parking Details • Total parking area requirement for the project as per GDCR:3,655.50
• Parking area requirement for residential units as per GDCR: 2,861.0 m2
• Parking area requirement for Commercial units as per GDCR: 794.5 m2
• Total number of CPS requirement for the project as per NBC :259
• Number of CPS requirement for residential units as per NBC:196
• Number of CPS requirement for commercial units as per NBC:63
• Total Parking area provided (m2) & No. of ECS: 9,564.76 & 304 ECS
• Parking area provided in basement (m2) & No. of ECS:9,004.76 & 281 ECS
• Parking area provided as open surface (m2) & No. of ECS: 560 & 23 ECS
16. Traffic
Management
• Width of adjacent public roads: 24 m and 18 m wide road
• Number of Entry & Exit provided on approach road/s: 3 gates will be provided
• Width of Entry & Exit provided on approach road/s: 6 m &7.5 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads: 6 m & 4.5 m
17. Details of Green
Building
measures
proposed.
Maximum use of natural lighting through architectural design, energy
efficient motors & pumps, water efficient taps, solar lights in open &
landscape areas – 20 solar street lights, use of aerated blocks & RMC,
use of LED lighting fixtures and low voltage lighting, roof-top thermal
insulation, rain water harvesting & ground water recharge through 2
nos. of percolating wells etc.
18. Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand: 1500 KVA Connected load: 1700 KVA
• Source: UGVCL
• % of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables & solar street lights
• DG Sets: No. and capacity of the DG sets:62.5 KVA Fuel & its quantity: HSD, 12 litre/hr
19. Fire and Life
Safety Measures
• During the construction phase: Provision of Personal Protective Equipment’s (PPEs) to the construction workers and its usage shall be ensured and supervised, training to all workers on construction safety aspects, first aid room with first aid kit, doctor & ambulance service.
• During operation phase: Fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system, automatic sprinkler system in basement, underground static water storage tank-200 KL capacity, terrace tank -40 KL capacity (total capacity), pump near underground static water storage tank (fire pump) with minimum Pressure of 3.5 kg/cm2 at terrace level –One Electric and one diesel pump of capacity 2 280 lit/min and one electric pump of capacity 180 lit/min etc.
20. Details on staircase
Type & no.
of buildings
No. of
floors
Floor area
m2
No. of
staircase
Width of the
staircase
(m)
Travel
distance
(m)
A 2B +G +
13 445.08 1 2.0 22
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B 2B +G +
13 459.44 1 2.0 24
C, D 2B +G +
13 399.53 1 2.0 19
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table: 21 m
• No. & dimensions of RWH tank(s) : 2 No and 2.5m X 2.0 m X 3.0 m
• No. and depth of percolations wells : 2 no and 15 m
• Details on Pre-treatment facilities : oil and grease removal and filter
22. Green area
details
• Tree covered area (m2) :200
• Area covered by shrubs and bushes (m2):190
• Lawn covered area (m2):200
• Total Green Area (m2):590
• Green Area % of plot area: 10%
• No. of trees and species to be planted: 89 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar
23. Dust control
measures
Spraying of water, peripheral barricading, covered shed for cement
loading area, covering the excavated earth with tarpaulin sheet etc.
24.
Budgetary
allocation for
Environmental
Management
Plan (Rs. in lacs)
Allocation of Rs. 16 lacs & Rs. 10 lacs as capital cost & recurring cost
respectively has been made for EMP & EMS.
25. Details of
ecofriendly
building
materials
Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of
RMC, lead free paints etc.
26. Details of
amenities to be
provided to
construction
workers.
Sanitation facilities, maintaining hygienic condition at the project site to
avoid health problems, safe drinking water, PPEs, first aid room with
first aid kit & welfare facilities as per the Gujarat Building & Other
Construction Workers Rules.
27. Documents
related to land
possession.
Village form no. 7 & 12 for B.No.762 is in the name of one of the
applicants & others and notarized consent from the other land owners
has been submitted. Village form no. 7 for B.No.774 shows that land is
in the name of the other applicant. Copy of application made for
obtaining N.A permission has been submitted.
During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat
for grant of Environmental Clearance subject to the strict compliance of the following project specific
conditions as well as the standard conditions finalized during the meeting of SEAC held on 09/09/2015
for building construction projects falling under project activity no. 8(a) as per the schedule of the EIA
Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 21.75 KL/day and it shall be met
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through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 141.25 KL/day and it shall be met through
the water supply system of Ahmedabad Urban Development Authority (AUDA). No ground water
shall be tapped during the operation phase. Metering of the water shall be done and its records shall
be maintained.
4. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
5. Sewage generation during the operational phase shall be 110.88 KL/day and it shall be discharged
through the drainage system of Ahmedabad Urban Development Authority (AUDA).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
7. A D. G. Set (1 x 62.5 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
8. The exhaust of the D. G. Set shall be at least 3 m above roof top.
9. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Urban Development Authority (AUDA).
SAFETY:
11. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
12. Fire fighting facilities like Fire extinguishers, hose reel, wet riser, manually operated electric fire
alarm system, automatic sprinkler system in basement, underground static water storage tank-200
KL capacity, terrace tank -40 KL capacity (total capacity) etc. shall be provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
15. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 9,564.76 m2 [9,004.76 m2 in basement + 560 m2 as open surface parking]
shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum use of natural lighting through architectural design,
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energy efficient motors & pumps, water efficient taps, maximum use of RMC & aerated blocks, use
of LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas- 20
numbers of solar lighting, roof-top thermal insulation etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 590.0 m2 comprising of 200.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
14. Kalatirth Towers F.P.No.251, O.P.No.154, S.N0.210/3+ 211, T.P.S.
No. 21, Motera, West city, Ahmedabad
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63664/2017]
2. Type of Project Residential
3. Project / Activity No.
[8(a) or 8(b)]
8(a)
4. Name of the project Kalatirth Towers
5. Name of Developer M/s. Navpadh Buildcon
6. Estimated Project Cost
(Rs. In Crores)
70 Crore
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No construction activity started
8. Project Details Land / Plot Area (m2): 6,480
FSI area (m2): 18,499.48 Total BUA (m2): 27,917.46
Permissible Proposed
FSI Area (m2) 23,328 18,499.48
Ground Coverage (m2) 1,592.29 1,592.29
Common Plot Area (m2) 648 772.61
Max. building height (m) 45 44.5
9. Building Details • No. of Buildings:3
• No. of Blocks: 3
• Scope of buildings/blocks: Basement + hollow plinth + 14Floors
• No. & size of Residential Units: 168 Residential Flats
• No. & type of Commercial Units: Nil
• Details of amenities if any: --
10. No. of expected • Fixed population (168 flats x 5 persons / unit) = 840 Persons
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residents / users • Floating population(168 flats x 3 persons / unit/ day) = 504
Persons
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 40
• Source of water: AMC/ local water tanker suppliers
• Waste water generation quantity (KL/day): 8
• Mode of disposal: Septic tank, soak pit
• Details of reuse of water, if any: None
12. Water & waste water
details during operation
phase
• Fresh water requirement (KL/day): 130
• Source of water: Narmada water through AMC
• Waste water generation quantity (KL/day): 101
• Mode of disposal: Into AMC drainage line
13. Status of water supply
and drainage line
Water supply and drainage lines already exist at the project site.
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to be
reused (m3)
Mode of Disposal
/ Reuse
Top Soil 1,550 1,550 Development of
greenbelt
Other
excavated
earth
13,900 13,900 Levelling low lying
areas &
development of
green belt area
Construction
debris
600 600 Levelling, roads,
pavements, plot
filling, plinth filling
etc.
Steel scrap 1 MT -- To be sold to
scarp dealer
Discarded
packing
materials
10,000
Bags
-- To be sold to
authorized
vendor.
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of
Disposal/
Reuse
Dry waste
420
Into bins to be
provided
within
premises
Final disposal
through agency
appointed by
AMC.
Wet waste
• Capacity and no. of community bins to be placed within premises:
21 nos. of bins of 80 Liter capacity
• Landfill site where waste will be ultimately disposed by local
authority: At the nearest waste collection point of AMC
15. Parking Details • Total parking area requirement for the project as per GDCR:
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3,699.9 m2
• Parking area requirement for residential units as per GDCR:
3,699.9 m2
• Total number of CPS requirement for the project as per NBC : 168
CPS
• Number of CPS requirement for residential units as per NBC: 168
CPS
• Total Parking area provided (m2) & No. of ECS: 5,499.4 m2 & 179
CPS
• Parking area provided in basement (m2) & No. of ECS: 3,968.2
m2 & 124 ECS
• Parking area provided in hollow plinth (m2) & No. of ECS: 1,531.2
m2 & 55 ECS
•
16. Traffic Management • Width of adjacent public roads: 18 m
• Number of Entry & Exit provided on approach road/s: Two gatea
will be provided.
• Width of Entry & Exit provided on approach road/s: 7.5 m
• Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation): 5 m
• Width of all internal roads: 7.5 m
17. Details of Green
Building measures
proposed.
Solar lights in common sunlit areas, maximum use of LED lights,
use of variable frequency drive motors to optimize power
consumption, use of fly ash paver blocks, most of the carpentry
structures will be made up of processed engineering wood/ particle
board instead of wood, maximum use of Portland Pozzolona
Cement (PPC), PVC electrical boards, maximum use of Ready Mix
Concrete (RMC), rainwater harvesting by recharging the ground
water table with provision for 2 percolation wells etc.
18. Energy Requirement,
Source and
Conservation
• Power supply:
Maximum demand: 0.5 MW during Operation Phase
Connected load: 0.5 MW
• Source: M/s. Torrent Power Ltd.
• Energy saving measures: Solar lights in common sunlit areas ,
maximum use of LED lights, use of variable frequency drive
motors to optimize power consumption, maximum use of light &
silent colours in the building envelope so that UV absorption is
reduced & associated cooling requirements are minimized.
• DG Sets:
No. and capacity of the DG sets: 1 x 200 KVA
Fuel & its quantity: HSD
19. Fire and Life Safety
Measures
• Nearest fire station is Sabarmati fire station approx. 2.5 km. Time
required for the fire tender to reach at the project site is
15 – 20 minutes.
• During the construction phase: Fire extinguishers in common
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areas, personal protective equipments like earplugs, dust masks,
safety shoes, helmets, hand gloves, etc will be provided to all
workers, all workers will be trained to use welding shields and
follow safer practice, provision of first aid facilities & related
training to the construction workers, maintaining hoists and lifts,
lifting machines, chains, ropes, and other lifting tackles in good
condition, “H” frame scaffolds & ladders made of mild steel,
completely concealed copper wiring, all electrical fittings /
equipments used will meet the relevant IS standards etc.
• During the operation phase: Fire extinguishers of CO2 type (4.5
kg) and DCP type (5 kg) will be provided on each floor, hose
reels, wet risers, manually operated electric fire alarm system,
underground water tank of 100 KL capacity, automatic sprinkler
system in basement, CO sensors in basements etc.
20. Details on staircase:
Type & no. of
buildings
No. of
floors
Floor area
(m2)
No. of
staircase
Width of the
staircase
Max. Travel
distance (m)
A B+HP+14 329 1
2 m
14 m
B B+HP+14 329
1 14 m
C B+HP+14 329
1 14 m
21. Rain Water Harvesting
(RWH)
• Level of the Ground water table: --
• No. & dimensions of RWH tank(s) : ---
• No. and depth of percolations wells : 2 Nos. & 40 m
• Details on Pre-treatment facilities : Screen pit before the
percolation well
22. Green area details • Tree covered area (m2) : 429.6
• Area covered by shrubs and bushes (m2): 642.9
• Lawn covered area (m2): 642.9
• Total Green Area (m2): 1072.5
• Green area % of plot area: 16.5%
• No. of trees and species to be planted: 100 nos.
• Local flora species i.e. Neem, Gulmohar ,Jambu, Ashok , Guava,
Asopalav and Saptaparni etc will be preferred for plantation.
23. Budgetary allocation for
Environmental
Management Plan
(Rs. in lacs)
Budget allocation of Rs. 5 lacs & Rs. 10.5 lacs will be made during the construction & operation phase respectively for air pollution control, waste management, green belt development etc.
24. Dust control measures Temporary windshield barriers, regular water sprinkling, tarpaulin
sheet cover on the material during the transportation, maximum use
of Ready Mix Concrete (RMC), uniform piling of sand and proper
storage to avoid dusting.
25. Eco friendly building
materials
Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks
for pavements/walkways, most of the carpentry structures will be
made up of processed engineering wood instead of wood,
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maximum use of Portland Pozzolona Cement (PPC) containing high
amount of fly ash.
26. Facilities to be provided
to the construction
workers
Sanitation facilities, drinking water, municipal solid waste collection
facility etc.
27. Documents related to land possession.
Village form no. 7 & 12 submitted by them shows that the land for
residential use is in the name of M/s Navpadh Buildcon – a
partnership firm.
During the meeting, it was found that a copy of bond signed before Ahmedabad Municipal Corporation
for purchase of additional FSI from M/S Safal Constructions P. Ltd under Transferrable Development
right has been submitted. After detailed discussion, it was decided to recommend the project to SEIAA
Gujarat for granting Environment Clearance subject to the strict compliance of the following project
specific conditions as well as the standard conditions finalized during the meeting of SEAC held on
09/09/2015 for building construction projects falling under project activity no. 8(a) as per the schedule of
the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 40.0 KL/day and it shall be met
through the local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 130.0 KL/day and it shall be met through the
water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be tapped
during the operation phase. Metering of the water shall be done and its records shall be maintained.
4. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well upon completion of construction phase.
5. Sewage generation during the operational phase shall be 101.0 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
7. A D. G. Set (1 x 200 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
8. The exhaust of the D. G. Set shall be at least 3 m above roof top.
9. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
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provisions made by the Ahmedabad Municipal Corporation (AMC).
SAFETY:
11. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
12. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on each floor,
hose reels, wet risers, manually operated electric fire alarm system, underground water tank of 100
KL capacity, automatic sprinkler system in basement, CO sensors in basements etc. shall be
provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
15. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
16. Minimum Parking space of 5,499.4 m2 [3,968.2 m2 in basement + 1,531.2 m2 in hollow plinth] shall
be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. solar lights in common sunlit areas , maximum use of LED lights,
use of variable frequency drive motors to optimize power consumption, maximum use of light &
silent colours in the building envelope etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 1,072.5 m2 comprising of 429.6 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
15. Hutokshi Minocher R.S.No.53/P/2,3,4,5, F.P.No.125, O.P.No.26/3,
T.P.S.No.7 (Anjana), Ta: Choryasi, Dist: Surat.
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63685/2017]
2. Type of Project Commercial
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project
Hutokshi Minocher
5. Name of Developer
Hutokshi Minocher
6. Estimated Project Cost (Rs. In Crores)
30 Crore
7. Whether No
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construction work has been initiated at site? If yes, details thereof
8. Project Details • Land / Plot Area (m2): 5,555.0
• FSI area (m2): 22,216.68
• Total BUA (m2): 32,892.82
Permissible Proposed
FSI Area (m2) 22,220.0 22,216.68
Ground Coverage (m2) 2,246.75
Common Plot Area (m2) 500.02 508.34
Max. building height (m) - 62.16
9. Building Details • No. of Buildings: 1 Nos.
• No. of Blocks: 1 Nos.
• Scope of buildings/blocks: 2 level basement + ground floor +11 floors
• No. of residential units:---
• No. of commercial units: 314 Shops
10. No. of expected residents / users
628 nos. Commercial Users
11. Water & waste water details during construction phase
• Water requirement (KL/day): 10.3
• Source of water: Water supply from S.M.C.
• Waste water generation quantity (KL/day): 1.20
• Mode of disposal: Onsite disposal facilities (septic tank/ soak pit) will
be provided during the construction phase.
12. Water & waste water details during operation phase
• Fresh water requirement (KL/day): 32.0
• Source of water: Water supply from S.M.C
• Waste water generation quantity (KL/day): 23.0
• Mode of disposal: Will be disposed through underground drainage line of SMC.
13. Status of water supply and drainage line
Water supply & drainage line of SMC are available in the area.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 60,900.13 60,900.13 Excavated surplus
earth and
construction
debris will be
refilled at low lying
areas in the
project premises
and top soil will be
used for
development of
greenbelt.
Other excavated earth
Construction debris
40 85
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Steel scrap 7.6 MT 7.6 MT Will be sold to scrap vendor
Discarded packing materials
1 MT -- Will be sold to vendors.
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 188.4 Kg Into separate
bins to be
provided for
dry & wet
waste
Final disposal through SMC. Wet waste
• Details of segregation if to be done: The solid wastes to be generated
will be segregated into biodegradable and non-biodegradable wastes
and collected in separate bins.
• Capacity and no. of community bins to be placed within premises: 140
liter each; 12 nos. of bins;
• Landfill site where waste will be ultimately disposed by local authority:
Final disposal at Khajod disposal site
15. Parking Details • Total parking area requirement for the project as per GDCR: 11,110.0
m2
• Parking area requirement for commercial units as per GDCR: 11,110.0
m2
• Total number of CPS requirement for the project as per NBC: 444 nos.
• Number of CPS requirement for commercial units as per NBC: 444
nos.
• Total Parking area provided (m2) & No. of CPS: 13,908.61 m2, 445 nos.
• Parking area provided in basement (m2) & No. of CPS: 8,700.98 m2,
272 nos.
• Parking area provided as open surface (m2) & No. of CPS: 857.14 m2,
37 nos.
• Parking area provided (at any other place-specify) (m2) & No. of CPS:
Mechanical – 4,350.49 m2, 136 nos.
16. Traffic Management
• Width of adjacent public roads: 60.0 & 12.19 m wide road
• Number of Entry & Exit provided on approach road/s: 2 nos.
• Width of Entry & Exit provided on approach road/s: 9 m & 6 m
• Minimum width of open path all around the buildings for easy access of
fire tender (excluding the width for the plantation): 3 m to 5 m
• Width of all internal roads: 6 m & 9 m
17. Details of Green Building measures proposed.
Maximum utilization of natural light, LED lighting fixtures in common
areas, use of solar energy in external lighting, rain water harvesting &
ground water recharge, provision of STP & reuse of treated sewage etc.
18. Energy Requirement, Source and
• Power supply
Maximum demand: 1500 KW
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Conservation Connected load: --
• Source: D.G.V.C.L
• Energy saving measures: Maximum utilization of natural light, CFL &
LED lighting fixtures in common areas, use of solar energy in external
lighting, aerated block [Cement + Fly Ash + Air mixture will be used to
reduce heat stress inside building etc.
• DG Sets:
No. and capacity of the DG sets: 1 x 160 KVA
Fuel & its quantity: Diesel, 12 Lit./hr.
19. Fire and Life Safety Measures
Fire extinguishers on each floor, hose reel on each floor, wet riser
opening at each floor, automatic sprinkler system, manually operated
electric fire alarm system, underground static water storage tank of 200
KL [100 KL x 2 nos.], terrace tank of 20 KL etc.
20. Details on staircase
Name of Building
No. of floors
Floor area
No. of staircase
Width of the staircase(m)
Travel distance (m)
One building
2B+G + 11 2,095.42 02 2.00 <30
21. Rain Water Harvesting (RWH)
• Level of the Ground water table: 80-100 ft
• No. and depth of percolations wells : 2 nos., 40 m
• Details on Pre-treatment facilities : Gravity filter, MOC: PE
22. Green area details
• Tree covered area (m2) : 289.66
• Area covered by shrubs and bushes (m2): inclusive in lawn area • Lawn covered area (m2): 217.76
• Total Green Area (m2): 507.42
• Green Area % of plot area: 10 %
• No. of trees and species to be planted: 100 nos. of trees like
Asopalav, Gulamhor, Palm, Badam, Neem tree etc.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Sr.
No. Description
Capital Cost (Rs. In
Lacs)
1 Landscaping 15 Lacs
2 Groundwater Recharge Structure 7 Lacs
3 Solar Energy Utilization 4 lacs
4 Energy Efficient Lighting 2 lacs
5 Solid Waste Management 2 lacs
6 Monitoring of Air, Water, Noise & Soil 0.75 lacs
Total 30.75 Lacs
24. Proposed dust control measures during the construction phase
Vertical curtails, water sprinkling, covering the building materials with the tarpaulin sheet etc.
25. Eco friendly building material usage details.
Fly ash based bricks, Ready Mix Concrete, A.C.C Blocks will be used.
26. Amenities for the construction workers.
Sanitation facility, drinking water & tap water, soak pit for domestic
waste water collection, first aid box, free medicine, doctor service, PPEs
etc.
27. Documents Copies of village form no. 7 submitted by them show that the land is in
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related to land possession.
the name of the applicant & family members . They have also submitted a notarized consent of all the other land owners in favour of the applicant for issuance of the Environmental Clearance.
During the meeting, the details of loading/unloading of goods, provision of CO sensors, lighting &
ventilation in basements, proposed mechanical parking, emergency evacuation plan etc. were presented
& discussed. Floor plans submitted by them show that the separate toilet blocks for male & female will be
provided on each floor. It was presented that drinking water & first aid facility will be provided on each
floor. After detailed discussion, it was decided to consider the project only after submission of the
following:
1. Copy of permission obtained from the concerned competent authority for the proposed FSI & Ground
coverage of the project.
16. Shyam Sangini–2(C) Block No -34/P+35, O.P. No:178+ 179, F.P.No:
178+179, T.P.S.No. 35 (Kumbharia-Saroli–Sania
Hemad- Devadh), Moje: Kumbharia, Dist: Surat
Screening/scoping & appraisal.
The SEIAA, Gujarat has accorded environmental clearance to Mr. Dineshbhai Ranchodbhai for
commercial building construction project at Block No -34/P+35, O.P. No – 178+ 179, F.P.No:178+179,
T.P.S.No. 35 (Kumbharia-Saroli–Sania Hemad- Devadh), Moje: Kumbharia, Dist: Surat vide order no.
SEIAA/GUJ/EC/8(a) /489/2016 dated 30/07/2016 for the built up area of 42,553.58 m2.
The project proponent, vide proposal no. SIA/GJ/NCP/62661/2017 dated 11/04/2017submitted revised
Form I & Form IA and requested for amendment of Environmental Clearance order dated 30/07/2016
for the proposed changes in the project
Details of the project after the proposed expansion as presented before the committee is described
below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/62661/2017]
2. Type of Project Commercial project
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project
Shyam Sangini-2 C
5. Name of Developer
Mr. Dineshbhai Ranchodbhai & others
6. Estimated Project Cost (Rs. In Crores)
Rs. 70 crores
7. Whether construction work has been initiated at site? If yes, details thereof
No
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8. Project Details • Land / Plot Area (m2): 15,054.0
• FSI area (m2):59,789.40
• Total BUA (m2):88,768.56
Permissible Proposed
FSI Area (m2) 60,213.44 59,789.40
Ground Coverage (m2) 7,028.53 6,602.14
Common Plot Area (m2) 1,952.21 1,952.21
Max. building height (m) 65 53.6
9. Building Details • No. of Buildings:1
• Scope of buildings/blocks: 2 level basement + ground floor + 9 floors;
• No. & type of Commercial Units: 812 units
10. No. of expected residents / users
3654
11. Water & waste water details during construction phase
• Water requirement (KL/day):30
• Source of water: SUDA
• Waste water generation quantity (KL/day):2.28
• Mode of disposal: into septic tank/soak pit system.
12. Water & waste water details during operation phase
• Total water requirement (KL/day): 165.0
• Fresh water requirement (KL/day):65.0
• Source of water: SUDA
• Waste water generation quantity (KL/day):130.0
• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of SUDA.
• In case of STP provision, capacity of STP:- 200 KLD
• STP Technology:- FMR technology
• Purposes for treated water utilization:- gardening & flushing.
• Quantity of treated water to be reused: 1.Gardening (KL/day):-5 2. Flushing (KL/day):- 95
• Provision of dual plumbing system (Yes/No): -YES
• Quantity and type (treated/untreated)of water to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of SUDA.
• Mode of disposal:as above
13. Status of water supply and drainage line
Both drainage and water supply line exit in the area.
14. Solid waste Management
Construction Phase:
Generation
(m3)
Quantity
to be
reused
(m3)
Mode of Disposal /
Reuse
Top Soil 5,523.5 800 800 m3 of excavated
top soil will be utilized
for greenbelt
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development and
4,723.5 m3 of top soil
will be utilized for back
filling.
Other
excavated
earth
88,817.88 347.7 347.7m3 of excavated
soil will be utilized for
back filling within site.
Excess soil will be
utilized at other project
site after obtaining
necessary permission,
if any.
Construction
debris
15 KG/day Nil Sold off to recyclers/
vendors.
Steel scrap 15 KG/day
Discarded
packing
materials
6 KG/day
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 696 kg/day Into separate bins to be provided within premises.
Processing and Disposal at Khajod Disposal Site
Wet waste 400 kg/day
• Details of segregation if to be done: Separate bins for dry and wet waste provided to each unit
• Capacity and no. of community bins to be placed within premises: 2nos of bin having total capacity of 700 kg for dry waste and 400 kg for wet waste will be provided.
• Landfill site where waste will be ultimately disposed by local authority: Khajod Disposal Site
15. Parking Details • Total parking area requirement for the project as per GDCR: 29,894.7 m2
• Parking area requirement for Commercial units as per GDCR: 29,894.7m2
• Total number of CPS requirement for the project as per NBC :1195
• Number of CPS requirement for commercial units as per NBC:1195
• Total Parking area provided (m2) & No. of ECS:36,716.09 m² and 1195 ECS
• Parking area provided in basement including mechanical parking (m2) & No. of ECS:32,819.35 m2 and 1026 ECS
• Parking area provided as open surface (m2) & No. of ECS:3,896.74 m2 and 169 ECS
16. Traffic Management
• Width of adjacent public roads:45 m TP road
• Number of Entry & Exit provided on approach road/s: Two gates will be provided.
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• Width of Entry & Exit provided on approach road/s:9 m & 6.3 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation):5 m
• Width of all internal roads: -7.5 m & 9.0 m
17. Details of Green Building measures proposed.
Provision to install aerated coke (Foam Type) in wash basins, low flush water closets in toilet and pressure reducing valves in water pipeline, rain water harvesting and ground water recharge, maximum utilization of natural light, roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (landscape lighting), use of aerated blocks etc.
18. Energy Requirement, Source and Conservation
• Power supply: Maximum demand:4000 KW Connected load:4100 KW
• Source: DGVCL
• Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (landscape lighting), aerated blocks etc.
• DG Sets: No. and capacity of the DG sets:5 x 132KVA Fuel & its quantity: diesel (10 Liter/h) Note : - D.G. Sets will be used in case of power failure or fire emergency
19. Fire and Life Safety Measures
Fire extinguishers at each floor, hose reel at each floor, wet riser opening at each floor, manually operated electric fire alarm system, terrace water storage tank of 25 KL, underground fire water storage tank of 300 KL, smoke detectors, fire sprinklers etc. Nearest fire station at Magob is about 4 km away from the project site.
20. Details on staircase
Type & no. of buildings
No. of floors
Floor area No. of staircase
Width of the staircase
Travel distance (m)
1 2B+G+9 5,978.94 m2 9 2.01 m <30 m
21. Rain Water Harvesting (RWH)
• Level of the Ground water table:19 m
• No. & dimensions of RWH tank(s) :-
• No. and depth of percolations wells :4
• Details on Pre-treatment facilities :only roof top rainwater harvesting is proposed
22. Green area details
• Tree covered area (m2) :600
• Area covered by shrubs and bushes (m2):250
• Lawn covered area (m2):400
• Total Green Area (m2):1250
• Green Area % of plot area:7.0%
• No. of trees and species to be planted:350
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23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
• Green belt development : 60 Lacs
• Drainage and rain water harvesting: 50 lacs
• Solar and energy saving: 200 lacs
• STP & dual plumbing: 30 lacs
• Total: 340 Lacs
24. Proposed dust control measures during the construction phase
Loading & transportation in covered trucks, covered shed for cement unloading activity, temporarily wind screen around project site will be constructed, sprinkling of water on roads and in vicinity of storage area etc.
25. Eco friendly building material usage details.
Fly as brick, aerated block, paving block, RMC (Ready Mix Concrete), Lead free paints etc.
26. Facilities to be provided to the construction workers
Sanitation facilities, drinking water & tap water, sewage disposal facility, first aid box, free medicines, doctor service, adequate PPEs etc.
27. Documents related to land possession
Copy of village form No. 7 & NA order submitted shows that NA land for commercial use in the name of applicants.
During the meeting it was presented that built up area of the project is increasing because of increasing
7 floors in the building. No construction work for the project has been started at the site and the structural
designing of the buildings will be carried out considering the proposed building height comprising of 9
floors. It was presented that foundation design of the building has been done considering the 9 storied
structure. They have submitted compliance report with reference to the conditions stipulated in the
Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/489/2016 dated 30/07/2016. With reference to
the O.Ms of MoEF&CC dated 30/05/2012 & 20/10/2009, it is mentioned that there isn’t any litigation
pending against the project in court of law and they have not received any notice under the Environment
Protection Act – 1986. After detailed discussion on various aspects regarding the project, it was decided
to recommend the project to SEIAA Gujarat for granting Environment Clearance. They have also
submitted plans showing fire fighting installation, details & specification of flame proof electrical fittings to
be provided in the project. Copy of permission obtained from Urban Development & Urban Housing
Department for the FSI area of 60,213.44 m2 & floor area of 7,028.53 m2 has been submitted. During the
meeting after detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of
Environmental Clearance subject to the strict compliance of the following project specific conditions as
well as the standard conditions finalized during the meeting of SEAC held on 09/09/2015 for The Building
Construction projects falling under project activity no. 8(a) as per the schedule of the EIA Notification
2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. All the terms & conditions, with regards to the proposed FSI & Ground coverage, as mentioned in
the permission obtained from the Urban Development & Urban Housing Department shall be strictly
fulfilled with.
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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 30.0 KL/day and it shall be met
through water supply from Surat Urban Development Authority (SUDA).No ground water shall be
tapped during the constructionphase.
6. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
7. Total water requirement during the operation phase shall be165.0 KL/day, out of which 65.0 KL/day
of fresh water requirement shall be met through the water supply from Surat Urban Development
Authority (SUDA). Remaining water requirement of 100.0 KL/day for gardening and flushing shall be
met by reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped
during the operation phase. Metering of the water shall be done and its records shall be maintained.
8. The sewage generation during the operation phase shall be130.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
9. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purpose within
premises at the maximum extent possible and remaining quantity of treated sewage shall be
discharged into the drainage line of SUDA
10. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
11. A proper logbook of STP operation and also showing the quantity of treated sewage reused shall be
maintained and furnished to the GPCB from time to time.
12. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into therecharge well.
13. Rain water harvesting from rooftop and paved areas and ground water recharge through 4 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
14. D. G. sets (5 × 132 KVA) proposed as backup power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
15. 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.
16. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of all
proposed D.G.sets..
SOLID WASTE:
17. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Surat Urban Development Authority (SUDA). STP sludge shall be used as
soil conditioner within premises after adequate treatment.
SAFETY:
18. Adequate number of staircases and lifts shall open out at ground level for emergency evacuation.
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19. Fire fighting facilities like fire extinguishers at each floor, hose reel at each floor, wet riser opening at
each floor, manually operated electric fire alarm system, terrace water storage tank of 25 KL,
underground fire water storage tank of 300 KL, smoke detectors, fire sprinklers etc. shall be provided
as proposed.
20. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
21. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
22. 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:
23. Minimum Parking space of 36,716.09 m2 [3,896.74 m2 as open surface parking + 32,819.35 m2 in
basement including mechanical parking] shall be provided as proposed.
24. 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).
25. 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:
26. Energy conservation measures viz maximum utilization of natural light, roof-top thermal insulation,
CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss,
use of solar energy in external lighting (landscape lighting), use of aerated blocks etc. shall be
implemented as proposed.
27. 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:
28. Green belt area of 1,250.0 m2 comprising of 600.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
29. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
17. Kesar City Center R.S.No. 22/47 P15, P.No.43 to 47, 48 to 57, 107
to 117, 118, 119 to 174 & 181, Rajpur, Deesa,
Banaskantha.
Screening/scoping & appraisal.
The project proponent along with their expert/consultants attended the meeting and requested to
consider the project in of the upcoming meetings of SEAC. The request was considered by the
committee and it was decided to take up the project in the meeting of SEAC to be held on 26/04/2017.
18. Maple Trade Centre F.P.No.104/1, S.P.No.104/1/A, S.No. 65+ 59+ 64+
67, T.P.S.No.2, Thaltej, Ghatlodiya, Dist:
Ahmedabad
Screening/scoping & appraisal.
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Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63705/2017]
2. Type of Project Commercial
3. Project / Activity No.
[8(a) or 8(b)]
8(a)
4. Name of the project Maple Trade Centre
5. Name of Developer Mr. Essem Infra Private Limited
6. Estimated Project Cost
(Rs. In Crores)
150 Crore
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No construction activity started
8. Project Details • Land / Plot Area (m2) : 9,032
• FSI area (m2): 22,049.85
• Total BUA (m2): 40,327.34
Permissible Proposed
FSI Area (m2) 24,386.40 22,049.85
Ground Coverage (m2) -- 3,224.44
Common Plot Area (m2) 2,637.90 1,310.40
Max. building height (m) 45 44.22
9. Building Details • No. of Buildings: 1
• No. of Blocks: 1
• Scope of buildings/blocks: 2 level basement +ground floor + 13
floors.
• No. & size of Residential Units: --
• No. & type of Commercial Units: 296 Commercial Units (48
shops & 248 offices)
• Details of amenities if any: --
10. No. of expected
residents / users
2,058 Persons/Day
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 20.0
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 4.0
• Mode of disposal: AMC drainage system
• Details of reuse of water, if any: None
12. Water & waste water
details during operation
phase
• Total water requirement (KL/day):110.0
• Fresh water requirement (KL/day): 81.0
• Source of water: Narmada water through AMC
• Waste water generation quantity (KL/day): 82.0
• Mode of disposal: Sewage to be generated will be segregated
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into grey & black sewage and grey sewage will be treated in the
proposed onsite STP. Treated grey sewage will be used for
gardening & flushing purpose within premises and remaining
quantity of treated grey sewage along with the untreated black
sewage will be discharged into the drainage line of AMC.
• In case of STP provision, capacity of STP: Grey Water
Treatment Plant of 75 KL/day will be provided.
• Purposes for treated sewage utilization: Treated sewage will be
utilised for gardening/plantation as well as for flushing purpose.
• Quantity of treated sewage to be reused:
1.Gardening (KL/day): 7.0
2. Flushing (KL/day): 22.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be
discharged: Sewage to be generated will be segregated into
grey & black sewage and grey sewage will be treated in the
proposed onsite STP. Treated grey sewage will be used for
gardening & flushing purpose within premises and remaining
quantity of treated grey sewage along with the untreated black
sewage will be discharged into the drainage line of AMC.
• Mode of disposal: AMC drainage
13. Status of water supply
and drainage line
Water supply and drainage lines already exist at the project site.
14. Solid waste
Management
Construction Phase:
Generation
(m3)
Quantity to
be reused
(m3)
Mode of Disposal
/ Reuse
Top Soil 11,000 11,000 Development of
greenbelt
Other
excavated
earth
44,000 44,000 Levelling low lying
areas &
development of
green belt area
Construction
debris
450 450 Levelling, roads,
pavements, plot
filling, plinth filling
etc.
Steel scrap 1 MT -- To be sold to
scarp dealer
Discarded
packing
materials
25,000 Bags -- To be sold to
authorized
vendor.
Operation Phase:
Type of waste Generation Mode of waste Mode of
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Quantity
(Kg/day)
collection Disposal/
Reuse
Dry waste
515
Waste will be
collected in the
bins to be
provided to the
individual units
which will be
ultimately
emptied into the
community
bins.
Final disposal
through AMC
Wet waste
STP Sludge 100 HDPE Bags Will be used as
manure for
green belt
development
• Capacity and no. of community bins to be placed within
premises: 52 nos. of bins of 80 Litre capacity
• Landfill site where waste will be ultimately disposed by local
authority: final disposal at the MSW dumping / landfill site of
AMC.
15. Parking Details • Total parking area requirement for the project as per GDCR:
11,024.92 m2
• Parking area requirement for Commercial units as per GDCR:
11,024.92 m2
• Total number of CPS requirement for the project as per NBC :
882 CPS
• Number of CPS requirement for commercial units as per NBC:
882 CPS
• Total Parking area provided (m2) & No. of CPS: 26,203.24 m2 &
912 CPS
• Parking area provided in basement (m2) & No. of CPS:
9,278.06 m2 & 290 CPS
• Parking area provided as open surface (m2) & No. of CPS:
4,777.93 m2 & 208 CPS
• Parking area provided as mechanical parking in basement (m2)
& No. of CPS: 9,278.06 m2 & 290 CPS
• Parking area provided as mechanical parking in open surface
(m2) & No. of CPS: 2,869.16 m2 & 124 CPS (2 level)
16. Traffic Management • Width of adjacent public roads: 30 m
• Number of Entry & Exit provided on approach road/s: 1 entry/
exit on 30 m wide T.P. road
• Width of Entry & Exit provided on approach road/s:6 m
• Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation): 4.5
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m
• Width of all internal roads: 9 m & 6 m
17. Details of Green
Building measures
proposed.
Solar powered LED lights for common plot, lawn area,
streets/internal roads & building passages, maximum use of LED
lights, use of variable frequency drive motors to optimize power
consumption, use of fly ash paver blocks, most of the carpentry
structures will be made up of processed engineering wood/ particle
board instead of wood, maximum use of Portland Pozzolona
Cement (PPC), PVC electrical boards, maximum use of Ready Mix
Concrete (RMC), rainwater harvesting by recharging the ground
water table with provision for 3 percolation wells, reuse of treated
sewage within premises etc.
18. Energy Requirement,
Source and
Conservation
• Power supply:
Maximum demand: 1.8 MW during Operation Phase
Connected load: 1.8 MW
• Source: Torrent Power Ltd.
• Energy saving measures: Solar powered LED lights for common
plot, lawn area, streets/internal roads & building passages,
maximum use of LED lights, use of variable frequency drive
motors to optimize power consumption, maximum use of light &
silent colours in the building envelope so that UV absorption is
reduced & associated cooling requirements are minimized.
• DG Sets:
No. and capacity of the DG sets: 1 x 400 KVA
Fuel & its quantity: HSD
19. Fire and Life Safety
Measures
• Nearest fire station are Bodakdev & Memnagar fire stations,
approx. 2 km & 2.5 km respectively. Time required for the fire
tender to reach at the project site is 10-15 minutes.
• During the construction phase: Fire extinguishers in common
areas, personal protective equipments like earplugs, dust masks,
safety shoes, helmets, hand gloves, etc will be provided to all
workers, all workers will be trained to use welding shields and
follow safer practice, provision of first aid facilities & related
training to the construction workers, maintaining hoists and lifts,
lifting machines, chains, ropes, and other lifting tackles in good
condition, “H” frame scaffolds & ladders made of mild steel,
completely concealed copper wiring, all electrical fittings /
equipments used will meet the relevant IS standards etc.
• During the operation phase: Fire extinguishers of CO2 type (4.5
kg) and DCP type (5 kg) will be provided on each floor, hose
reels, wet risers, manually operated electric fire alarm system,
underground water tank of 150 KL capacity, 2 nos. of overhead
water tank each of 20 KL capacity, automatic sprinkler system in
basement & in entire building, CO sensors in basements etc.
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20. Details on staircase:
Type & no. of
buildings
No. of
floors
Floor
area (m2)
No. of
staircase
Width of the
staircase
Travel distance
1 building Ground 1,525.98 5 1.5 m & 2.0 m Max. 24.15 m
1st 2,254.39 5 1.5 m & 2.0 m
2nd 1,493.10 3 2.0 m
3rd 1,540.25 3 2.0 m
4th 1,536.73 3 2.0 m
5th, 7th, 9th 1,536.00 3 2.0 m
6th, 8th 1,557.89 3 2.0 m
10th 1,061.49 3 2.0 m
11th 1,059.42 3 2.0 m
12th 1,028.44 3 2.0 m
13th 1,360.60 3 2.0 m
21. Rain Water
Harvesting (RWH)
• Level of the Ground water table: --
• No. & dimensions of RWH tank(s) : ---
• No. and depth of percolations wells: 3 Nos. & 37 m
• Details on Pre-treatment facilities : Screen pit before the percolation
well
22. Green area details • Tree covered area (m2) : 750
• Area covered by shrubs and bushes (m2): --
• Lawn covered area (m2): 88
• Total Green Area (m2): 838
• Green area % of plot area: 9 %
• No. of trees and species to be planted: 100 nos. of trees of local
flora species i.e. Gulmohar, Asopalav, Neem etc. will be preferred
23. Budgetary allocation
for Environmental
Management Plan
(Rs. in lacs)
Budget allocation of Rs. 55 lacs & Rs. 6 lacs will be made during the operation & construction phase respectively for air pollution control, waste management, green belt development etc.
24. Dust control
measures
Temporary windshield barriers, regular water sprinkling, tarpaulin
sheet cover on the material during the transportation, maximum use of
Ready Mix Concrete (RMC), uniform piling of sand and proper storage
to avoid dusting.
25. Eco friendly building
materials
Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks for
pavements/walkways, most of the carpentry structures will be made up
of processed engineering wood instead of wood, maximum use of
Portland Pozzolona Cement (PPC) containing high amount of fly ash.
26. Facilities to be
provided to the
construction workers
Sanitation facilities, drinking water, municipal solid waste collection
facility etc.
27. Documents related to land possession.
Village form no. 7 & 12 submitted by them shows that the N.A land for
is in the name of M/s Essem Infra Pvt. Ltd.
During the meeting, it was presented that common facilities like drinking water & separate sanitation
blocks for male & female will be provided on each floor. Details of provision of CO sensors, ventilation &
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lighting arrangements in basement, emergency evacuation plan and plan for loading /unloading of goods
were discussed during the meeting. Perspective view of the building was presented and mentioned that
usage of glass on the outer facades will be less than 30 %. Window sill jutting will be provided to restrict
the reflection of sunrays. Traffic survey carried out 30 m wide road adjacent to the project site shows that
the Level of Service will e Good “C” in the proposed scenario which is Very Good “B” in present scenario.
During the meeting, the project proponent was suggested to provide two separate ramps for basement.
After detailed discussion on various aspects regarding the project, it was decided to recommend the
project to SEIAA Gujarat for granting Environment Clearance subject to the strict compliance of the
following project specific conditions as well as the standard conditions finalized during the meeting of
SEAC held on 09/09/2015 for building construction projects falling under project activity no. 8(a) as per
the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. Common amenities like drinking water facility, sanitation blocks separate for male & female, first aid
facility etc. shall be provided in each corporate office as proposed.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 20.0 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
5. Sewage generated during the construction phase shall be shall be discharged through the drainage
system of Ahmedabad Municipal Corporation (AMC).
OPERATION PHASE:
WATER:
6. Total water requirement during the operation phase shall be 110.0 KL/day, out of which 81.0 KL/day
of fresh water requirement shall be met through the water supply from Ahmedabad Municipal
Corporation (AMC). Remaining water requirement of 29.0 KL/day for flushing and gardening
purposes shall be met by reuse of treated sewage from the proposed onsite STP. No ground water
shall be tapped during the operation phase. Metering of the water shall be done and its records shall
be maintained.
7. The sewage generation during the operation phase shall be 82.0 KL/day, which shall be segregated
into the black & grey sewage and entire quantity of grey sewage shall be treated in the proposed
sewage treatment plant (STP) of adequate capacity. The STP shall be operated regularly and
efficiently so as to achieve the GPCB norms at the STP outlet.
8. Treated grey sewage conforming to GPCB norms shall be reused within the premises for gardening
& flushing purpose at the maximum extent possible. Only remaining quantity of treated grey sewage
along with the untreated black sewage shall be discharged into the drainage line of Ahmedabad
Municipal Corporation (AMC).
9. A proper logbook of STP operation and also showing the quantity of treated sewage reused in
flushing, gardening and quantity discharged into the drainage line etc. shall be maintained and
furnished to the GPCB from time to time.
10. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
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sewage for flushing.
11. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
12. Rain water harvesting from rooftop and paved areas and ground water recharge through 3 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
13. A D. G. Set (1 x 400 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.
14. The exhaust of the D. G. Set shall be at least 3 m above roof top.
15. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards..
SOLID WASTE:
16. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (AMC). STP sludge shall be used as
manure within premises after adequate treatment.
SAFETY:
17. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
18. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on each floor,
hose reels, wet risers, manually operated electric fire alarm system, underground water tank of 150
KL capacity, 2 nos. of overhead water tank each of 20 KL capacity, automatic sprinkler system in
basement & in entire building, CO sensors in basements etc. shall be provided as proposed.
19. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
20. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
21. 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:
22. Minimum parking space of 26,203.24 m2 [9,278.06 m2 in basement + 4,777.93 m2 as open surface
parking + 2,869.16 m2 as mechanical parking at open surface + 9,278.06 m2 as mechanical parking
in basement] shall be provided as proposed.
23. 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).
24. 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:
25. Energy conservation measures viz solar powered LED lights for common plot, lawn area,
streets/internal roads & building passages, maximum use of LED lights, use of variable frequency
drive motors to optimize power consumption, maximum use of light & silent colours in the building
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envelope etc. shall be implemented as proposed.
26. 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:
27. Green belt area of 838.0 m2 comprising of 750.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
28. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
19. Ashirwad Textile Market F.P.No.34, O.P.No.34, Block No.21, T.P.S.No.64
(Dumbhal - Magob), Ta: Puna, Dist: Surat.
Screening/scoping & appraisal.
The SEIAA, Gujarat has accorded environmental clearance to M/s Western Construction Company
(Gujarat) LLP for commercial building construction project at F.P.No.34, O.P.No.34, Block No.21,
T.P.S.No.64 (Dumbhal - Magob), Ta: Puna, Dist: Surat vide order no. SEIAA/GUJ/EC/8(a)/166/2016
dated 24/02/2016 for the built up area of 1,19,824.22 m2.
The project proponent, vide proposal no. SIA/GJ/NCP/63587/2017 dated 11/04/2017 submitted revised
Form I & Form IA and requested for amendment of Environmental Clearance order dated 24/02/2016 for
the proposed changes in the project.
The request for amendment in the Environmental Clearance order was considered during the meeting.
Person authorized by the project proponent along with their expert/consultant remained present during
the meeting and the project was appraised based on the details submitted as well as facts presented
before the committee.
During the meeting, it was found that they have submitted a copy of permission obtained from Urban
Development & Urban Housing Department for FSI of 83,944.08 m2 & ground coverage of 10,235.54
m2. They have submitted a compliance report with respect to the conditions stipulated in the
Environmental Clearance order dated 24/02/2016 and a copy of the same has been sent to the regional
office Bhopal of MoEF&CC. It is mentioned that no court case is pending on the project directly or
indirectly and no notices are received under EPAct-1986 & Air Act – 1981. Copy of permission obtained
from Airports Authority of India for building height of 50.22 m above ground level has been submitted.
Plan for loading & unloading of goods has been submitted and discussed during the meeting. Plans
submitted by them show that height of the 1st basement will be 5.50 m to accommodate the proposed
mechanical parking. Details of Emergency evacuation plan, traffic survey carried out on existing road,
provision of cross ventilation in the proposed commercial units, provision of ventilation, lighting & CO
sensors in basements, provision of common amenities on each floor etc. has been presented &
discussed during the meeting.
Details of the project after the proposed expansion as presented before the committee are described
below:
Sr. No. Particulars Details
1. Proposal is for Expansion Project [SIA/GJ/NCP/63587/2017]
2. Type of Project Commercial
3. Project / Activity 8(a)
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No. [8(a) or 8(b)]
4. Name of the project Ashirwad Textile Market
5. Name of Developer M/s. Western Construction Company (Gujarat) LLP.
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): 22,425.0
• FSI area (m2): 83,944.06
• Total BUA (m2) : 1,41,396.07
Permissible Proposed
FSI Area (m2) 83,944.08 83,944.06
Ground Coverage (m2) 10,080.60 10,099.0
Common Plot Area (m2) -- --
Max. building height (m) 39.94 44.95
9. Building Details • No. of Buildings: 1
• No. of Blocks: 1
• Scope of buildings/blocks: 2 level basement + ground floor + 08 floors
• No. & size of Residential Units: --
• No. & type of Commercial Units: 536 Textile Houses
• Details of amenities if any: --
10. No. of expected residents / users
Expected residents: -- Expected shop users: 1608 Expected visitors: 1350
11. Water & waste water details during construction phase
• Water requirement (KL/day): 14.05
• Source of water: Tanker water from nearby source
• Waste water generation quantity (KL/day): 1.80
• Mode of disposal: 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
• Total water requirement (KL/day): 104.1
• Fresh water requirement (KL/day): 58.6
• Source of water: water supply from SMC
• Waste water generation quantity (KL/day): 74.0
• 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 SMC.
• In case of STP provision, capacity of STP: Yes 90.0 KL/day
• STP Technology: STP with primary, secondary & tertiary
treatment facilities.
• Purposes for treated water utilization: Gardening and Flushing
• Quantity of treated sewage to be reused:1.Gardening
(KL/day):11.5, 2. Flushing (KL/day): 34.0
• Provision of dual plumbing system (Yes/No): yes
• Quantity and type (treated/untreated) of sewage to be
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discharged: Treated sewage will be used for gardening &
flushing purpose within premises and remaining quantity of
treated sewage will be discharged into the drainage line of SMC.
• Mode of disposal: As above.
13. Status of water supply and drainage line
Water supply & drainage line of SMC will be available during operation phase of the project.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 1,441.23 1,441.23 Reuse for developing garden area
Other excavated earth
1,12,23.49 2,432.11 m3 will be used
for plinth filling &
internal road development
Excess will be send to other project site
Construction debris
1484.65 706.98 Reused as a filler up to plinth level & remaining will be reused in outer road development
Steel scrap 56.55 -- Sold to local scrap vendors
Discarded packing materials
35.34 -- Sold to local vendors
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 192.92 Blue colour bucket
Through door to door waste collection system of SMC.
Wet waste 129.08 Green colour bucket
Through door to door waste collection system of SMC.
STP Sludge 16 On SDB Will be reused in gardening as manure within project premises
• Details of segregation if to be done: Separate bins will be provided to collect dry and wet waste.
• Capacity and no. of community bins to be placed within premises: 0.5 m3 for the building
• Landfill site where waste will be ultimately disposed by local
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authority: Khajod landfill site of S.M.C
15. Parking Details • Total parking area requirement for the project as per GDCR:
25,183.21 m2
• Parking area requirement for Commercial units as per GDCR:
25,183.21 m2
• Total number of CPS requirement for the project as per NBC :
1678
• Number of CPS requirement for commercial units as per NBC:
1678
• Total parking area provided (m2) & No. of CPS: 51,707.58 m2 &
1688 ECS
• Parking area provided in basement (m2) & No. of CPS:
45,769.65 m2 & 1430 ECS
• Parking area provided as open surface (m2) & No. of CPS:
5937.93 m2 & 258 ECS
16. Traffic Management • Width of adjacent public roads: 18.0 m wide road
• Number of Entry & Exit provided on approach road/s: 2 gates
will be provided.
• Width of Entry & Exit provided on approach road/s:13.59 m &
9.52 m
• Minimum width of open path all around the buildings for easy
access of fire tender (excluding the width for the plantation): 7 m
• Width of all internal roads: 7.81 m
17. Details of Green Building measures proposed.
Use of fly ash based material, provision of flush tank instead of
direct flushing in toilet, provision of foam type aerated cock for
water usage, use of LED light in common building areas, solar
lights for landscape areas, maximum use of natural lighting,
reflective / white tiles on terrace floor, rain water harvesting
through ground water recharge, provision of STP & reuse of
treated sewage etc.
18. Energy Requirement, Source and Conservation
• Power supply Maximum demand: 3400 KVA Connected load:
• Source: D.G.V.C.L
• Energy saving measures: Use of LED light in common areas,
solar lights for landscape areas, maximum use of natural
lighting, reflective / white tiles on terrace floor etc.
• D.G.sets: No. and capacity of the DG sets: 1 x 125 KVA
Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity 55 L/h.
19. Fire and Life Safety Measures
• During the operation phase: fire extinguishers (13 nos. per floor),
hose reel, wet riser, yard hydrant, automatic sprinkler system in
basements +all the passages +all the textile houses, manually
operated electric fire alarm system, underground fire water
storage tank of 200 KL, terrace water tank of 25 KL capacity,
automatic fire detection & alarm system, conduct regular mock
drill, regular check up of fire extinguishers & other fire fighting
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installation, provision of one electric & one diesel pump of
capacity 3000 L/min. & one electric pump of capacity 200 L/min.
having pressure 4.0 kg/cm2 at Terrace level etc.
• Nearest fire station located at Dumbhal fire station is at a
distance of approximately 1.63 km. Time required for the fire
tender to reach at the project site is about 10 minutes.
20. Details on staircase No.
of Floor
Floor Area
(m2)
No. of
staircase
Width of Staircase
(m)
Maximum Travel
Distance up to the
Staircase (m)
G+8 10,099.0 9 2.0 <30
21. Rain Water Harvesting (RWH)
• Level of the Ground water table: 27.0 m
• No. & dimensions of RWH tank(s) : 06 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: 6 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) : 1,637.0
• Area covered by shrubs and bushes (m2): --
• Lawn covered area (m2): 1,245.47
• Total Green Area (m2): 2,882.47
• Green Area % of plot area: 10.0 %
• No. of trees and species to be planted: 273 trees of Asopalav, Bamboo trees,Coconut Palm Tree, Neem, Gulmohar etc.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Capital cost of Rs. 12.25 lacs and recurring cost of Rs. 7.0 lacs has been allocated towards purposes like rain water harvesting & ground water recharge, greenbelt development, environment monitoring & management etc.
24. Details on use of eco-friendly building materials
Fly ash bricks, aerated blocks, paving blocks, Portland Pozzolona
Cement in concrete etc.
25. Details on dust control measures
Regular water sprinkling, covered shed for cement unloading
activity, tarpaulin sheet cover on excavated earth etc.
26. Facilities to be provided to the construction workers.
Sanitation facilities, drinking water, tap water, domestic waste
water disposal facility, first aid box, free medicines, doctor service,
PPEs etc.
27. Documents related to land possession.
Copy of village form no. 7 & NA order submitted by them shows
that the land for commercial use is in the name of M/s Western
Construction Company (Gujarat) LLP.
During the meeting, it was observed that budget allocation for Environment Management Plan does not
include the cost of proposed STP along with its operation & maintenance cost & plan. After detailed
discussion, it was decided to consider the project only after submission of the following:
1. Details of budget allocation made for the proposed STP along with its maintenance & operation.
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2. A notarized undertaking stating that any kind of manufacturing activity will not be allowed in the
commercial units of the proposed project and any commercial unit will not be sold / allotted for
storage of chemicals, flammable substances, explosives, fire crackers or any other material of
hazardous characteristics.
3. Perspective view of the building(s) to be constructed along with the materials used such as fibers,
glass, etc. on the facades or external walls and the impacts thereof on the nearby buildings /
residents due to heat island effect and emissions from the air conditioning systems.
20. Ocean Park S.No.182/P, F.P.No.644/2, T.P.S.No.21, O.P.No.
644, Village Vasna – (Ambawadi), Ahmedabad
West, Ahmedabad.
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr.
No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63761/2017]
2. Type of Project Commercial Complex (Offices & Shops)
3. Project/Activity No.
[8(a) or 8(b)]
8(a)
4. Name of the project Ocean Park
5. Name of Developer Venus Infrastructure & Developers Pvt. Ltd.
6. Estimated Project
Cost
(Rs. In Crores)
120 crore
7. Whether
construction work
has been initiated
at site? If yes,
details thereof.
No
8. Project Details • Land /Plot Area (m2): 9,754.0
• FSI area (m2): 47,534.01
• Total BUA (m2): 1,00,753.70
Permissible
(m2)
Proposed(m2)
FSI Area -- 47,534.01
Common Plot Area -- 978.5
Max. building height -- 70 m
9. Building Details • No. of Buildings:1
• No. of Blocks: 1
• Scope of buildings/blocks: 5 level basement + GF + 16 floors
• No.& size of Residential Units:---
• No. & type of Commercial Units: 340 Offices & 41 Shops
10. No. of
expectedresidents /
users
Comm. 3200 users including floating population
11. Water & waste
water details during
• Water requirement (KL/day): 37.5
• Source of water: AMC Water Supply
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construction phase • Waste water generation quantity (KL/day): 7.2
• Mode of disposal: Soak pit
• Details of reuse of water, if any: ---
12. Water & waste
water details during
operation phase
• Total water requirement (KL/day): 219.7
• Fresh water requirement (KL/day): 136.9
• Source of water:AMC Water Supply
• Waste water generation quantity (KL/day): 192.5KLD
• Mode of disposal: Sewage to be generated will be segregated into grey & black sewage. Grey sewage will be treated in the proposed onsite STP. Treated grey sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated grey sewage along with the untreated black sewage will be discharged into the drainage line of AMC.
• In case of STP provision, capacity of STP: 125KL/day
• Purposes for treated water utilization: Gardening & Flushing.
• Quantity of treated water to be reused:1.Gardening(KL/day): 5.8, 2.
Flushing (KL/day): 77.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be segregated into grey & black sewage. Grey sewage will be treated in the proposed onsite STP. Treated grey sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated grey sewage along with the untreated black 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 line is provided by AMC.
14. Solid waste
Management
Construction Phase:
Generati
on (m3)
Quantity
to be
reused
(m3)
Mode of Disposal /Reuse
Top Soil 5,260.0 5,260.0 Top soil to be generated will be
used for greenbelt development.
Other
excavated
earth
65,800 65,800 Excavated Surplus soil/earth will
be reused in plinth filling; trench
filling and reused in internal road
making.
Constructi
on debris
1020 1020 Construction debris will be
refilled at low lying areas within
the project premises.
Steel
scrap
810 kg -- Sold off to recyclers
Discarded
packing
materials
200 kg -- Sold off to recyclers
Operation Phase:
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Type of
waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of Disposal
/Reuse
Dry waste 333.0 Into Bins to
be provided
to each unit.
Through agency
appointed by AMC Wet waste 222.0
STP
Sludge
- -
• Details of segregation if to be done: No.
• Capacity and no. of community bins to be placed within premises: Total 125 bins with 80 lit capacities will be provided.
• Landfill site where waste will be ultimately disposed by local authority: Final collection & disposal through agency appointed by AMC.
15. Parking Details • Total parking area requirement for the project as per GDCR: 23,767.0 m2
• Parking area requirement for Commercial units as per GDCR: 23,767.0 m2
• Total number of CPS requirement for the project as per NBC:1901CPS
• Number of CPS requirement for commercial units as per NBC: 1901 CPS
• Total Parking area provided (m2) & No. of ECS:59,390.64 m2 & 1904 ECS
• Parking area provided as open surface (m2) & No. of ECS:3,981.52 m2 &173 ECS
• Parking area provided (1st Basement) including mechanical parking & No. of ECS:11,150.80 m2& 348 ECS
• Parking area provided (2nd Basement) including mechanical parking & No. of ECS:11,202.28 m2 & 350 ECS
• Parking area provided (3rdBasement) including mechanical parking & No. of ECS:11,230.72 m2 & 351 ECS
• Parking area provided (4thBasement) including mechanical parking & No. of ECS:10,866.52 m2 & 340 ECS
• Parking area provided (5th Basement) including mechanical parking & No. of ECS:10,958.80 m2 & 342 ECS
16. Traffic
Management
• Width of adjacent public roads:61 m & 12 m
• Number of Entry & Exit provided on approach road/s:Two gates will be provided.
• Width of Entry & Exit provided on approach road/s:Entry& Exit: 6 m & 5.7 m
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads:6.0 m & 5.7 m
17. Details of Green
Building measures
proposed.
Fly ash/PPC will be used in concrete, paving blocks and any cement
applications. Lead free paint, enamels will be used for painting wooden
and metal surfaces. Provision of CFL/LED lights.
18. Energy
Requirement,
Source and
Conservation
• Power supply: Maximum demand:4250 kVA
Connected load:4250 kVA
• Source: Torrent Power Ltd.
• Energy saving by Non-conventional Methods:
• Energy saving measures: use of Energy efficient electrical appliances
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will be provided like CFL & PL. Provision to provide enough daylight in the building to permit maximum daylight to interior to minimize overall energy consumption.
• DG Sets: No. and capacity of the DG sets: 1 x 1000 KVA
Fuel & its quantity:HSD – 70 lit/hr.
19. Fire and Life Safety
Measures
• Dedicated underground & terrace water tank for firefighting 1x 300 KL
& 20 KL respectively, fire extinguishers (CO2 type, foam type, ABC
type & DCP type) throughout the building at strategic locations,
automatic addressable fire detection system throughout the building
with smoke detectors, manual call points, hooters & control panels,
sprinkler system in entire building including parking areas, fire hydrant
system consisting of external hydrants, riser with internal hydrants,
hose reel hydrant accessories, skip floor at 11th floor etc.
• Name of the nearest fire station: Memnagar fire station
Distance from the project site: About 2.75 Km
Time required by the fire tender to reach the project site: 5 minutes.
20. Details on staircase:
Type of
block
Distance of stair
case from the
farthest corner
Number of Stair case Width of
Stair case
in m
No. of
Lifts
1 27.5 m Lower basement to 2nd floor-5 nos. & 3rd to 16th -4
2.0 8
21. Rain Water
Harvesting
(RWH)
• Level of the Ground water table:35-40 m BGL
• No. & dimensions of RWH tank(s):-
• No. and depth of percolations wells:3 nos. of percolating wells, 10 m
• Details on Pre-treatment facilities:--
22. Green area details • Tree covered area (m2):
• Area covered by shrubs and bushes (m2):--
• Lawn covered area (m2):
• Total Green Area (m2):978.5
• Green Area % of plot area:10.0%
• No. of trees and species to be planted:200
23.
Budgetary
allocation for
Environmental
Management Plan
(Rs. in lacs)
---
24. Dust control
measures
Water sprinkling, maintaining roads & trees to avoid dust generation
etc.
25. Eco friendly
building material
usage details.
Fly ash & pozzolana cement will be used in concrete, paving blocks and
any cement applications. Lead free paint, enamels will be used for
painting wooden and metal surfaces.
26. Details of basic
amenities to be
provided to
construction
workers.
Adequate sanitation facilities, drinking water, bins for collection of
municipal solid waste.
27. Documents related
to land possession.
Copy of N.A order submitted by them shows that the land for
commercial use is in the name of M/s Soviet Park Co. Op. Ho. Society
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Limited. Copy of registered development agreement between M/s
Soviet Park Co. Op. Ho. Society Limited & M/s Venus Infrastructure &
Developers Limited has been submitted.
During the meeting, it was presented that separate sanitation blocks will be provided for male & female
on each floor. During the meeting, the project proponent was suggested to provide Sewage Treatment
Plant for treatment of 100% sewage to be generated during the operation phase. After detailed
discussion, it was decided to appraise the project further only after submission of the following:
1. Copy of permission obtained from the concerned competent authority or authentic supporting
documents showing availability of the proposed FSI, ground coverage & building height to the
project.
2. Proposal for providing STP for treatment of 100% sewage to be generated during the operation
phase and details of Sewage Treatment Plant with its capacity, size of each unit, retention time and
its location on the plan. Measures proposed to avoid odour nuisance due to STP in operation
phase. STP sludge management plan. Design details of dual plumbing system to be provided for
reuse of treated sewage within premises. Location of the STP on layout plan of the project.
3. Plans showing the floor area & maximum travel distance of the nearest staircase from the farthest
corner of the floor, distance between the two consecutive staircases and provision of staircases.
4. Perspective view of the building(s) to be constructed along with the materials used such as fibers,
glass, etc. on the facades or external walls and the impacts thereof on the nearby buildings /
residents due to heat island effect and emissions from the air conditioning systems.
5. E waste management plan.
6. Base line status of the existing traffic, impact on it due to the project activities (prior to construction,
during construction and at full site operation), carrying capacity of the existing roads and details of
traffic management in and outside the project during construction and operation phase of the
project.
7. Details of refuge area & skip floor provision for the proposed commercial high rise building.
8. Details of mechanical parking to be provided (also including its operation, maintenance, energy
consumption, appointing trained personnel’s etc.) in the basements along with the feasibility of
providing mechanical parking considering the basement height.
9. Detailed Environment Management Plan with respect to various environmental attributes- Water,
Air, Noise, Solid wastes including Hazardous Wastes, land, sewage treatment etc. of the project
both during construction and operation phase and strategy for its implementation with financial
outlay.
10. Details on ventilation, lighting arrangements and CO sensors to be provided in the basements.
11. Detailed plan for loading / unloading of goods, movement plan, space designated for it, parking area
designated for trucks/tempo etc.
12. Details on solar energy utilization for the proposed project and how much of the total energy
requirement for the project will be compensated/reduced by the proposed energy conservation
measures.
13. Details & plans showing floor wise emergency evacuation for the proposed project.
14. Provide the break-up of the greenbelt viz. the tree covered and lawn covered area.
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21. AMC LIG Affordable
Housing Scheme
F.P. No. 171, T.P.S. NO.:32 Gota, Ahmedabad, Screening/scoping & appraisal.
The project proponent did not remain present during the meeting.
22. Satyajeet Sopan S.No.237/7, F.P.No.58, T.P.S.No.26 (Mavdi), At
Mavdi, Dist: Rajkot
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project (SIA/GJ/NCP/63783/2017)
2. Type of Project Residential Project
3. Project/Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project Satyajeet Soppan
5. Name of Developer Hasmukhbhai G Jalavadia
6. Estimated Project Cost (Rs. In Crores)
80crore
7. Whether construction work has been initiated at site? If yes, details thereof.
No
8. Project Details • Land /Plot Area (m2): 11,009.0
• FSI area (m2):28,883.78
• Total BUA (m2):40503.92
Permissible(m2) Proposed(m2)
FSI Area 28,883.78 28,883.78
Common Plot Area 1,101.61
Max. building height -- 40 m
9. Building Details • No. of Buildings:5
• No of block: 5
• Scope of buildings/blocks: Basement + hollow plinth + 13 floors
• No.& size of Residential Units:260 flats
• No. & type of Commercial Units: --
10. No. of expectedresidents / users
1040 users including residential and floating population
11. Water & waste water details during construction phase
• Water requirement (KL/day): 28.5
• Source of water: local water tankers
• Waste water generation quantity (KL/day): 3.2
• Mode of disposal: Soak pit
• Details of reuse of water, if any: N.A.
12. Water & waste water details during operation phase
• Total water requirement (KL/day): 147.0
• Fresh water requirement (KL/day): 91.0
• Source of water: RMC Water Supply
• Waste water generation quantity (KL/day): 128.0
• Mode of disposal: Sewage to be generated will be segregated into the grey & black sewage. Grey sewage will be treated in the
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proposed onsite STP. Treated grey sewage will be reused for gardening & flushing purposes within premises and only remaining quantity of treated grey sewage, if any, along with the untreated black sewage will be discharged into the drainage line of Rajkot Municipal Corporation (RMC).
• In case of STP provision, capacity of STP: 80KL/day • Purposes for treated water utilization: Gardening & Flushing.
• Quantity of treated water to be reused: 1.Gardening(KL/day): 5.0, 2. Flushing (KL/day): 51.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be segregated into the grey & black sewage. Grey sewage will be treated in the proposed onsite STP. Treated grey sewage will be reused for gardening & flushing purposes within premises and only remaining quantity of treated grey sewage, if any, along with the untreated black sewage will be discharged into the drainage
• Mode of disposal: RMC drainage line
13. Status of water supply and drainage line
Water supply & drainage line is provided by RMC.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be
reused (m3)
Mode of Disposal /Reuse
Top Soil 1650 1650 Top soil to be generated will
be used for greenbelt
development.
Other excavated earth
4,150 4,150 Excavated Surplus soil/earth
will be reused in plinth filling;
trench filling and reused in
internal road making.
Construction debris
425 425 Construction debris will be
refilled at low lying areas
within the project premises.
Steel scrap
210Kg -- Sold off to recyclers
Discarded packing materials
80Kg -- Sold off to recyclers
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste
collection
Mode of Disposal /Reuse
Dry waste 312.0 Into bins to be provided
within premises
Through agency
appointed by
RMC.
Wet waste 208.0
STP Sludge
- -
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Details of segregation if to be done: N.A. Capacity and no. of community bins to be placed within premises: Total 30 bins with 80 lit capacities will be provided. Landfill site where waste will be ultimately disposed by local authority: MSW through RMC collection systems of close truck.
15. Parking Details • Total parking area requirement for the project as per GDCR: 5776.76sqm
• Parking area requirement for residential units as per GDCR: 5776.76 sqm
• Total number of CPS requirement for the project as per NBC:260 CPS
• Number of CPS requirement for residential units as per NBC: 260 CPS
• Total Parking area provided (m2) & No. of ECS: 7,458.6 m2 & 275 ECS
• Parking area provided in hollow plinth (m2) & No. of ECS: 2,712.39 m2 & 97 ECS
• Parking area provided as open surface (m2) & No. of ECS: 2,390.83 m2 &104 ECS
• Parking area provided (Basement) (m2) & No. of ECS: 2,355.38 m2 & 74 ECS
16. Traffic Management • Width of adjacent public roads: Site is accessible by 18.0 m wide side TP road, which is connected to Mavdi main road.
• Number of Entry & Exit provided on approach road/s: Two gates will be provided.
• Width of Entry & Exit provided on approach road/s: 7.5 m
• 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:6.0 m
17. Details of Green Building measures proposed.
Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights.
18. Energy Requirement, Source and Conservation
• Power supply: Paschim Gujarat Vij Company Ltd. Maximum demand:2500 KW Connected load:2500 KW
• Source: Paschim Gujarat Vij Company Ltd.
• Energy saving measures: Use of energy efficient electrical appliances like CFL & PL, maximum use of natural light through proper building orientation etc.
• DG Sets: No. and capacity of the DG sets:1 x 125 KVA Fuel & its quantity:HSD-25 lit/hr.
19. Fire and Life Safety Measures
• Dedicated underground & terrace water tanks for firefighting 2 x 40
KL + 2 x 80 KL & 25 KL (on each building) respectively , fire
extinguishers, fire alarms, hose reels, external hydrants & wet
risers, automatic sprinkler system in basement, pumping
arrangement system-riser with pressure pump, first aid box,
displaying of important telephone numbers etc.
• Name of the nearest fire station: Mavdi road fire station
Distance from the project site: About 2.8 Km
Time required by the fire tender to reach the project site:5 minutes
20. Details on staircase:
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Type of block
Distance of stair case from the farthest
corner
Number of Stair case
Width of Stair case in m
Floor area m2
Block A 14.42 m 1 2.0 433.03
Block B 16.00 m 2 2.0 525.44
Block C 16.00 m 2 2.0 525.44
Block D 12.00 m 1 2.0 359.73
Block E 12.00 m 1 2.0 359.73
21. Rain Water Harvesting (RWH)
• Level of the Ground water table: 125 m BGL
• No. & dimensions of RWH tank(s): --
• No. and depth of percolations wells: 3 nos. of percolating well, 10 m
• Details on Pre-treatment facilities: --
22. Green area details • Tree covered area (m2): 450.0
• Area covered by shrubs and bushes (m2):--
• Lawn covered area (m2): 547.82
• Total Green Area (m2): 997.82
• Green Area % of plot area: 0.09%
• No. of trees and species to be planted:150
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Allocation of Rs. 8.0 lacs has been proposed for water sprinklers, barricades, waste water & waste management, provision of PPEs etc. during the construction phase. Capital cost of Rs. 50.0 lacs and recurring cost of Rs. 5.0 lacs has been proposed for installation of energy efficient appliances, green belt development, rain water harvesting & ground water recharge, waste water management, solid waste management etc. during the operation phase.
24. Dust control measures Water sprinkling, maintaining roads & trees to avoid dust generation etc.
25. Eco friendly building material usage details.
� Fly ash & pozzolana cement will be used in concrete, paving blocks and any cement applications.
� Lead free paint, enamels will be used for painting wooden and metal surfaces.
26. Details of basic amenities to be provided to construction workers.
Adequate sanitation facilities, drinking water, bins for collection of municipal solid waste.
27. Documents related to land possession.
Village form no. 7/12 & NA order submitted shows that the land for residential use is in the name of applicant & others. Notarized consent of other land owners has been submitted.
During the meeting, the project proponent was suggested to provide two staircases in the buildings
having floor area more than 500 m2 on each floor. They have submitted plans showing provision of two
staircases in the buildings B & C having floor area more than 500 m2. After detailed discussion, it was
decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance subject to the
strict compliance of the following project specific conditions as well as the standard conditions finalized
during the meeting of SEAC held on 09/09/2015 for building construction projects falling under project
activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 28.5 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
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phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak pit
system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 147 KL/day, out of which 91 KL/day of
fresh water requirement shall be met through the water supply from Rajkot Municipal Corporation
(RMC). Remaining water requirement of 56 KL/day for flushing and gardening purposes shall be met
by reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped during
the operation phase. Metering of the water shall be done and its records shall be maintained.
4. The sewage generation during the operation phase shall be 128 KL/day, which shall be segregated
into the grey & black sewage & grey sewage shall treated in the proposed sewage treatment plant
(STP) of adequate capacity. The STP shall be operated regularly and efficiently so as to achieve the
GPCB norms at the STP outlet.
5. Treated grey sewage conforming to GPCB norms shall be reused within the premises for gardening &
flushing purpose at the maximum extent possible. Only remaining quantity of treated grey sewage, if
any, along with the untreated black sewage shall be discharged into the drainage line of Rajkot
Municipal Corporation (RMC).
6. A proper logbook of STP operation and also showing the quantity of treated sewage reused in
flushing, gardening and quantity discharged into the drainage line etc. shall be maintained and
furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s, if any, shall be either sealed or
converted into the recharge well.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 3 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
10. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Rajkot Municipal Corporation (RMC).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like dedicated underground & terrace water tanks for firefighting 2 x 40 KL, 2 x
80 KL & 25 KL (on each building) respectively, fire extinguishers, fire alarms, hose reels, external
hydrants & wet risers, automatic sprinkler system in basement, pumping arrangement system-riser
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with pressure pump, first aid box, displaying of important telephone numbers etc. shall be provided as
proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up of
CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 7458.6 m2 [2390.83 m2 as open surface parking + 2355.38 m2 in
basement + 2712.39 m2 in hollow plinth parking] shall be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. use of energy efficient electrical appliances, like CFL & PL
maximum use of natural light through proper building orientation etc. shall be implemented as
proposed.
GREEN BELT:
21. Green belt area of 997.82 m2 comprising of 450 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
23. Building construction
project by Mr. Udaybhai
Dineshchandra Bhatt
S.No: 813/3, F.P.No: 52/3, S.P.No: 1, T.P.No.114
(Vastral- Ramol), Vatva, Ahmedabad
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No.
Particulars Details
1. Proposal is for New Project [SIA/GJ/NCP/63855/2017]
2. Type of Project Residential + Commercial
3. Project / Activity No. [8(a)
or 8(b)]
8(a)
4. Name of the project Apartments and Shops
5. Name of Developer Shri Udaybhai Dineshchandra Bhatt
6. Estimated Project Cost
(Rs. In Crores)
45 Crore
7. Whether construction
work has been initiated
at site? If yes, details
thereof
No construction activity started
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8. Project Details Land / Plot Area (m2): 6,939
FSI area (m2): 18,635.05
Total BUA (m2): 29,265.72
Permissible Proposed
FSI Area (m2) 18,735.30 18,635.05
Ground Coverage (m2) -- 2,986.81
Common Plot Area (m2) 555.97 555.97
Max. building height
(m)
-- 24.4
9. Building Details • No. of Buildings:5
• No. of Blocks: 8
• Scope of buildings/blocks: Basement + ground floor (parking &/or
shops/flats) + 7 floors.
• No. & size of Residential Units: 326 Residential Flats
• No. & type of Commercial Units: 14 Shops
• Details of amenities if any: --
10. No. of expected
residents / users
1,630 Persons/Day
11. Water & waste water
details during
construction phase
• Water requirement (KL/day): 30
• Source of water: Local water tanker suppliers
• Waste water generation quantity (KL/day): 4
• Mode of disposal: Septic tank /Soak pit system
• Details of reuse of water, if any: None
12. Water & waste water
details during operation
phase
• Fresh water requirement (KL/day): 250
• Source of water: Narmada water through AMC
• Waste water generation quantity (KL/day): 198.0
• Mode of disposal: Into AMC drainage line
13. Status of water supply
and drainage line
Water supply and drainage lines already exist at the project site.
14. Solid waste Management Construction Phase:
Generation
(m3)
Quantity to
be reused
(m3)
Mode of Disposal /
Reuse
Top Soil 1,000 1,000 Development of
greenbelt
Other
excavated
earth
16,900 16,900 Levelling low lying
areas &
development of
green belt area
Construction
debris
878 878 Levelling, roads,
pavements, plot
filling, plinth filling
etc.
Steel scrap Whatsoever -- To be sold to
scarp dealer
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Discarded
packing
materials
Whatsoever -- To be sold to
authorized vendor.
Operation Phase:
Type of waste
Generation
Quantity
(Kg/day)
Mode of
waste
collection
Mode of Disposal/
Reuse
Dry waste
825
Into bins to
be provided
within
premises
Final disposal
through agency
appointed by
AMC.
Wet waste
• Capacity and no. of community bins to be placed within
premises: 44 nos. of bins of 80 Liter capacity
• Landfill site where waste will be ultimately disposed by local
authority: At the nearest waste collection point of AMC
15. Parking Details • Total parking area requirement for the project as per GDCR:
3727.01 m2
• Total number of CPS requirement for the project as per NBC :
340 CPS
• Number of CPS requirement for residential units as per NBC:
326 CPS
• Number of CPS requirement for commercial units as per NBC:
14 CPS
• Total Parking area provided (m2) & No. of ECS: 10,831.29 m2 &
352 CPS
• Parking area provided in basement (m2) & No. of ECS:
4,944.23 m2 & 155 CPS
• Parking area provided in hollow plinth (m2) & No. of ECS:
1,368.12 m2 & 48 CPS
• Parking area provided as open surface (m2) & No. of ECS:
678.94 m2 & 29 CPS
• Parking area provided (at any other place -specify) (m2) & No. of
ECS: Mechanical parking in basement 3,840 m2 & 120 CPS
16. Traffic Management • Width of adjacent public roads: 15.24 m
• Number of Entry & Exit provided on approach road/s: Three
entry/exit will be provided including two for basement.
• Width of Entry & Exit provided on approach road/s: 7.5 m & 3 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 & 3 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
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Cement (PPC), PVC electrical boards, maximum use of Ready Mix
Concrete (RMC), rainwater harvesting by recharging the ground
water table with provision for 2 percolation wells etc.
18. Energy Requirement,
Source and Conservation
• Power supply:
Maximum demand: 1 MW during Operation Phase
Connected load: will be applied for
• Source: M/s. Torrent Power Ltd.
• Energy saving measures: Solar lights in common sunlit areas ,
maximum use of LED lights, use of variable frequency drive
motors to optimize power consumption, maximum use of light &
silent colours in the building envelope so that UV absorption is
reduced & associated cooling requirements are minimized.
• DG Sets:
No. and capacity of the DG sets: Not proposed
Fuel & its quantity: --
19. Fire and Life Safety
Measures
• Nearest fire station is Odhav fire station approx. 3.5 km. Time
required for the fire tender to reach at the project site is 10-15
minutes.
• During the construction phase: Fire extinguishers in common
areas, personal protective equipments like earplugs, dust masks,
safety shoes, helmets, hand gloves, etc will be provided to all
workers, all workers will be trained to use welding shields and
follow safer practice, provision of first aid facilities & related
training to the construction workers, maintaining hoists and lifts,
lifting machines, chains, ropes, and other lifting tackles in good
condition, “H” frame scaffolds & ladders made of mild steel,
completely concealed copper wiring, all electrical fittings /
equipments used will meet the relevant IS standards etc.
• During the operation phase: Fire extinguishers of CO2 type (4.5
kg) and DCP type (5 kg) on each floor, hose reels, wet risers,
manually operated electric fire alarm system, underground water
tank of 150 KL capacity, CO sensors in basements etc.
20. Details on staircase:
Type & no.
of buildings
No. of
floors
Floor area
(m2)
No. of
staircase
Width of the
staircase
Travel distance
(m)
A , H B+G+7 237.42 1 1.5 m Max. 20 m
B+C, F+G B+G+7 694.28 2 1.5 m Max. 20 m
D+E B+G+7 526.06 2 1.5 m Max. 20 m
21. Rain Water Harvesting
(RWH)
• Level of the Ground water table: Depth of water level 40m as per
CGWB report
• No. & dimensions of RWH tank(s): 2 nos. RWH structure of
0.20 m dia. and 40 m depth having rainwater catchment pit and
sand filtration media will be provided
• No. and depth of percolations wells: 2 Nos. & 40 m
• Details on Pre-treatment facilities: Screen pit before the
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percolation well
22. Green area details • Tree covered area (m2) : 351.66
• Area covered by shrubs and bushes (m2): --
• Lawn covered area (m2): 278
• Total Green Area (m2): 629.66
• Green area % of plot area: 9 %
• No. of trees and species to be planted: 117 nos.
• Local flora species i.e. Gulmohar, Asopalav, Neem etc. will be
preferred
23. Budgetary allocation for
Environmental
Management Plan
(Rs. in lacs)
Budget allocation of Rs. 6 lacs & Rs. 13.2 lacs will be made during the construction & operation phase respectively for air pollution control, waste management, green belt development etc.
24. Dust control measures Temporary windshield barriers, regular water sprinkling, tarpaulin
sheet cover on the material during the transportation, maximum
use of Ready Mix Concrete (RMC), uniform piling of sand and
proper storage to avoid dusting.
25. Eco friendly building
materials
Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks
for pavements/walkways, most of the carpentry structures will be
made up of processed engineering wood instead of wood,
maximum use of Portland Pozzolona Cement (PPC) containing
high amount of fly ash.
26. Facilities to be provided
to the construction
workers
Sanitation facilities, drinking water, municipal solid waste collection
facility etc.
27. Documents related to land possession.
Copies of village form no. 7 & N.A order submitted by them show
that the land for residential use is in the name of applicant & other
members. Notarized consent of other land owners in favour of the
applicant has been submitted.
During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat
for grant of Environmental Clearance subject to the strict compliance of the following project specific
conditions as well as the standard conditions finalized during the meeting of SEAC held on 09/09/2015
for building construction projects falling under project activity no. 8(a) as per the schedule of the EIA
Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 30 KL/day and it shall be met through
the local water tanker suppliers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak pit
system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 250 KL/day and it shall be met through the
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water supply system of Ahmedabad Municipal Corporation (AMC). No ground water shall be tapped
during the operation phase. Metering of the water shall be done and its records shall be maintained.
4. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well.
5. Sewage generation during the operational phase shall be 198 KL/day and it shall be discharged
through the drainage system of Ahmedabad Municipal Corporation (AMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
7. D. G. Sets to be provided in future as back up power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
8. 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.
9. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall b e sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (AMC).
SAFETY:
11. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
12. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on each floor,
hose reels, wet risers, manually operated electric fire alarm system, underground water tank of 150
KL capacity, CO sensors in basements etc. shall be provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up of
CO in the area.
15. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 10,831.29 m2 [4,944.23 m2 in basement + 1,368.12 m2 in hollow plinth +
678.94 m2 as open surface parking + 3,840.0 m2 as mechanical parking in basement] shall be
provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. solar lights in common sunlit areas , maximum use of LED lights,
use of variable frequency drive motors to optimize power consumption, maximum use of light & silent
colours in the building envelope so that UV absorption is reduced & associated cooling requirements
are minimized etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 629.66 m2 comprising of 351.66 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
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vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied
with later & spirit.
24. Santnagari S.No.1439, Village: Mahor, Ta: Vadali, Dist:
Sabarkantha
Screening/scoping & appraisal.
Details of the proposed project as presented before the committee are described below:
Sr. No. Particulars Details
1. Proposal is for New Project
2. Type of Project Tourism Development Project
3. Project / Activity No. [8(a) or 8(b)]
8(a)
4. Name of the project
Santnagari (Spiritual Tourism Development project)
5. Name of Developer
Gujarat Pavitra Yatradham Vikas Board (GPYVB) (Government of Gujarat)
6. Estimated Project Cost (Rs. In Crores)
Rs. 107.25 crores
7. Whether construction work has been initiated at site? If yes, details thereof
No
8. Project Details • Land / Plot Area (m2) : 4,75,000.0
• FSI area (m2): 23,300
• Total BUA (m2): 23,300
Permissible Proposed
FSI Area (m2) 2,13,750 23,300
Ground Coverage (m2) 71,250 21,245
Common Plot Area (m2) 95,000 95,000
Max. building height (m) 15 10.5
9. Building Details • No. of Buildings: 157
• No. of Blocks:-
• Scope of buildings/blocks: A. Sant niwas 1800 m2 , B. Guest house G+2 (2170 m2)
• No.& size of Residential Units:- None
• No. & type of Commercial Units: None
• Details of amenities if any:- Food court, Toilets, Rest room, Public lounge, First aid, Fire station, Etc., Road, Parking, Substations, UGR, Gardens, Water tanks, Etc.
10. No. of expected residents / users
Approx 1,000 nos. of staff will be resided and approx 30,000 visitors are expected during peak season
11. Water & waste • Water requirement (KL/day): 45.0
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water details during construction phase
• Source of water: Dharoi Dam for fresh water and STP treated water
• Waste water generation quantity (KL/day):24.0
• Mode of disposal: into septic tank & soak pit Quantity of treated water to be reused: 1.Gardening (KL/day) :-630.0 2. Flushing (KL/day):- 570.0 Provision of dual plumbing system (Yes/No): -Yes Mode of disposal: treated water will be utilized for gardening and flushing purpose.
12. Water & waste water details during operation phase
• Total water requirement (KL/day):2,130.0
• Fresh water requirement (KL/day): 930.0
• Source of water: water supply from Dharoi Dam
• Waste water generation quantity (KL/day): 1,200
• Mode of disposal: Sewage to be generated during the operation
phase of the project will be treated in the proposed onsite STP.
Treated sewage will be completely used for flushing & gardening
purpose within premises.
• In case of STP provision, capacity of STP: STP Capacity – 1250
KL/day
• STP Technology: MBBR type.
• Purposes for treated sewage utilization: Treated sewage will be
utilized for flushing and gardening.
• Quantity of treated water to be reused: Flushing (KL/day): 300.0 &
Gardening (KL/day): 630.0
• Provision of dual plumbing system (Yes/No): Yes
• Quantity and type (treated/untreated) of sewage to be discharged:
Sewage to be generated during the operation phase of the project will
be treated in the proposed onsite STP. Treated sewage will be
completely used for flushing & gardening purpose within premises.
• Mode of disposal: As above.
13. Status of water supply and drainage line
Drainage line does not exist at site. Water supply from Dharoi dam pump house.
14. Solid waste Management
Construction Phase:
Generation (m3)
Quantity to be reused (m3)
Mode of Disposal / Reuse
Top Soil 8 8 Will be used for ground and garden levelling.
Other excavated earth
350 MT/M
350 MT/M
Will be used in filling of various pilings.
Construction debris
Steel scrap 70 T 70 T Sold to vendors
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Discarded packing materials
None None --
Operation Phase:
Type of waste
Generation Quantity (Kg/day)
Mode of waste collection
Mode of Disposal / Reuse
Dry waste 6,500 kg/day
will be segregated into Biodegradable waste (3,900 kg/Day) and Non- biodegradable waste 2,600 kg/Day
Bio-degradable waste will be converted in to Compost generation by the Organic waste convertor Machine. Non-Biodegradable waste will be handover to vendors / recyclers for the final disposal.
Wet waste
STP Sludge
STP sludge will be generated in minor quantity and it will be utilized as manure for greenbelt development.
• Details of segregation if to be done :Separate bins for dry and wet waste to be provided
• Capacity and no. of community bins to be placed within premises : 40 nos of bins having each capacity of 200 kg will be provided.
• Landfill site where waste will be ultimately disposed by local authority: the nearest MSW disposal site of Vadali.
15. Parking Details • Open surface parking space of 25,438 m2 will be provided which is equivalent to 1106 CPS.
16. Traffic Management
• Width of adjacent public roads: 20 m wide
• Number of Entry & Exit provided on approach road/s : One Separate entry and one exit will be provided
• Width of Entry & Exit provided on approach road/s: 9.5 m entry and 9.5 m Exit
• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m
• Width of all internal roads: 9 m
17. Details of Green Building measures proposed.
• Rain water harvesting system will be adopted. • Collected rain water will be recharge into ground water.
18. Energy Requirement, Source and Conservation
• Power supply: Maximum demand: 12 MW Connected load: 12 MW
• Source: UGVCL
• Energy saving measures:
• Maximum utilization of natural light.
• Roof-top thermal insulation.
• CFL lighting fixtures in the common areas.
• Appropriate design to shut out excess heat and gain loss.
• Use of solar energy in external lighting (Landscape lighting).
• Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.
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• DG Sets: No. and capacity of the DG sets: 1x250 KVA , 1X500 KVA Fuel & its quantity : diesel (118 Litre/h) Note : - D.G. Sets will be used in case of power failure or fire emergency
19. Fire and Life Safety Measures
• Two nos. of underground fire water storage tank of 100 KL capacity,
fire hydrant system, fire sprinklers, fire detectors like, smoke
detectors, alarm control panel etc. will be provided.
20. Details on staircase
Type & no. of buildings
No. of floors
Floor area No. of staircase
Width of the staircase
Travel distance (m)
2 G+2 - 2 2.0 m 20 m
21. Rain Water Harvesting (RWH)
• Level of the Ground water table:15 m
• No. & dimensions of RWH tank(s) :- 5 m dia, 3.5 m depth
• No. and depth of percolations wells :10 Nos. Till ground water table
• Details on Pre-treatment facilities : Rain water will be collected in collection chamber, oil and grease will be separated in separator before recharging in ground.
22. Green area details
• Tree covered area (m2) :78,735.0
• Area covered by shrubs and bushes (m2): 39,187.5
• Lawn covered area (m2): 39,187.5
• Total Green Area (m2): 1,56,750
• Green Area % of plot area: 33%
• No. of trees and species to be planted : 19,000.0 of trees.
23.
Budgetary allocation for Environmental Management Plan (Rs. in lacs)
Green belt development : 28.5 Lacs Drainage and rain water harvesting: 550 Lacs Solar and energy saving: 420 lacs Total: 998.5 Lacs
24. Proposed dust control measures during the construction phase
� Loading & transportation in covered trucks. � Covered shed provided for cement unloading activity. � Temporarily wind screen around project site will be constructed. � Sprinkling of water on roads and in vicinity of storage area.
25. Eco friendly building material usage details.
Fly as brick, aerated block, paving block, RMC, Lead free points.
26. Details of the basic amenities & facilities to be provided to construction workers
Full body harness, safety net, PPEs like dust mask, ear plug, helmet,
safety belt, water spray etc, sanitation facilities, first aid kit, safe
drinking water, transportation facility during emergency, displaying the
important telephone numbers at various locations
etc.
27. Documents related to land possession.
Copy of village form no. 6 hak patrak submitted by them shows that the
land has been allotted to Santnagari
During the meeting, it was found that a report of the seismic study carried out for the area has been
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submitted and as mentioned therein the composition of the land is weathered rocks with some boulders
and kankars. Plan showing storm water drainage network, drainage network, parking areas, fresh water
& treated water tanks, location of the proposed STP etc. has been submitted. During the meeting, after
detailed deliberation on various aspects regarding the project it was decided to recommend the project to
SEIAA Gujarat for grant of Environmental Clearance subject to the strict compliance of the following
project specific conditions as well as the standard conditions finalized during the meeting of SEAC held
on 09/09/2015 for building & construction projects falling under project activity no. 8(a) as per the
schedule of the EIA Notification 2006:
Conditions with which Environmental Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 45.0 KL/day and it shall be met
through the water supply from Dharoi dam. No ground water shall be tapped during the construction
phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak pit
system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 2,130.0 KL/day, out of which 930.0
KL/day of fresh water requirement shall be met through the water supply from Dharoi Dam.
Remaining water requirement of 1200.0 KL/day for gardening and flushing shall be met by reuse of
treated sewage from the proposed onsite STP. No ground water shall be tapped during the operation
phase. Metering of the water shall be done and its records shall be maintained.
4. The sewage generation during the operation phase shall be 1,200.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
5. Treated sewage conforming to GPCB norms shall be completely reused for gardening & flushing
purpose within premises.
6. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
7. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
reused shall be maintained and furnished to the GPCB from time to time.
8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well upon completion of construction phase.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 10
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
10. D. G. sets (1 x 500 KVA & 1 x 250 KVA) proposed as backup power shall be of enclosed type and
confirm to prescribed standards under EPA rules. Necessary acoustic enclosures shall be provided
at diesel generator set to mitigate the impact of noise.
11. The gaseous emissions from the D.G. Sets shall conform to the emission limits prescribed under
EPA rules as amended from time to time. At no time, the emission levels shall go beyond the
stipulated standards.
12. The stack height of the D.G.sets shall be equal to the height needed for the combined capacity of all
proposed D.G.sets.
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SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors, organic waste shall be treated in the proposed onsite composting
facility whereas other garbage shall be disposed off properly as per the provisions made by the
concerned local authority.
SAFETY:
14. Adequate number of staircases and lifts shall open out at ground level for emergency evacuation.
15. Fire fighting facilities like two nos. of underground fire water storage tank of 100 KL capacity, fire
hydrant system, fire sprinklers, fire detectors like smoke detectors, alarm control panel etc. shall be
provided as proposed.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 25,438 m2 as open surface parking shall be provided as proposed.
17. No public space including the service road shall be used or blocked for the parking and the trained
staff shall be deployed to guide the visitors for parking and helping the senior citizens and physically
challenged people to park their vehicles at appropriate parking places (valet parking).
18. Necessary signage including continuous display of status of parking availability at entry, exit and all
other appropriate places shall be provided which should have appropriate size of letters and shall be
visible from the at least 50 meter distance..
ENERGY CONSERVATION:
19. Energy conservation measures like maximum utilization of natural light, roof top thermal insulation,
LED lighting fixtures in the common areas, use of solar energy in external lighting, appropriate design
to shut out excess heat & gain loss etc. shall be implemented as proposed.
20. The energy audit shall be conducted at regular interval for the project and the recommendations of
the Audit Report shall be implemented with spirit. etc. shall be provided as proposed.
GREEN BELT:
21. The greenbelt area of 1,56,750 m2 with tree covered area of 78,735.0 m2 with 19,000 nos. of trees
shall be developed within premises as per the plan submitted. The project proponent shall grow as
many trees as possible in the green belt and common plots rather than developing only lawns. The
open spaces inside the project shall be suitably landscaped and covered with vegetation of
indigenous variety.
OTHER CONDITION:
22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
The following projects were also discussed during the meeting.
Building Construction Project at Block No. 328/2, Moje - Nimlay, Tal. - Jalalpor, Dist – Navsari proposed
by M/s. Jusal Properties Pvt. Ltd.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/61089/2016 on 04/01/2016.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 03/04/2017
submitted a copy of letter obtained from Narmada Water Resources Water Supply & Kalpsar Department
for construction of the proposed project and to straighten the canal at their (i.e project proponent) own
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cost. Nimlay Grampanchayat has sufficient source of fresh water to provide water supply to the project.
It is mentioned that at present there is no drainage network. The project is a weekend home project and
treated sewage will be completely used for gardening, flushing purpose within premises & irrigation
purpose in the surrounding farms. During high rainy days when treated sewage utilization for gardening
& irrigation purpose is not possible, it will be stored in the proposed underground storage tank of 375 KL
capacity.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. Provision of required margin space shall be made between the boundary of the adjacent canal and
the building line of the proposed project as per the requirement of the local by-laws.
2. The project proponent shall strictly ensure that the adjacent canal shall not be blocked due to any
activity at the project site during construction as well as operation phase. No any kind of waste shall
be disposed off into the canal.
CONSTRUCTION PHASE :
WATER:
3. Fresh water requirement during the construction phase shall be 16.85 KL/day and it shall be met
through the water tankers. No ground water shall be tapped during the construction phase.
4. Sewage generated during the construction phase shall be disposed off through septic tank and soak
pit.
OPERATION PHASE:
WATER:
5. Total water requirement during the operation phase shall be 555.0 KL/day, out of which 224.0
KL/day of fresh water requirement shall be met through the water supply from Nimlay
Grampanchayat. Remaining water requirement for gardening and flushing purposes shall be met by
reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped during the
operation phase. Metering of the water shall be done and its records shall be maintained.
6. The sewage generation during the operation phase shall be 348.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
7. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purposes
within premises at the maximum extent possible and remaining quantity of treated sewage shall be
used for irrigation purpose in surrounding farms. Underground pakka storage tank of adequate
capacity shall be provided for storage of treated sewage during high rainy days when treated
sewage utilization for gardening & irrigation purpose is not possible.
8. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
reused shall be maintained and furnished to the GPCB from time to time.
9. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
10. Rain water harvesting from rooftop and paved areas and ground water recharge through 57 nos. of
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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 to be provided in future as backup power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
12. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of
all proposed D.G. Sets.
13. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
14. The solid waste generated shall be properly collected and segregated at source. Wet waste shall be
processed within premises using OWC. The recyclable material shall be sold to vendors whereas
the other garbage shall be disposed off properly as per the provisions made by the concerned local
authority.
SAFETY:
15. Adequate number of staircases shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 31,217.40 m2 as open surface parking shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures
in common areas, use of solar energy in external lighting, aerated block [Cement + Fly Ash + Air
mixture will be used to reduce heat stress inside building etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 22,742.71 m2 comprising of 1,130.15 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Building Construction Project at Block No. 328/4, Moje - Nimlay, Tal. - Jalalpor, Dist – Navsari proposed
by M/s Shoprite Mall Pvt. Ltd.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/61092/2016 on 04/01/2017.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 03/04/2017
submitted a copy of letter obtained from Narmada Water Resources Water Supply & Kalpsar Department
for construction of the proposed project and to straighten the canal at their (i.e project proponent) own
cost. Nimlay Grampanchayat has sufficient source of fresh water to provide water supply to the project.
It is mentioned that at present there is no drainage network. The project is a weekend home project and
treated sewage will be completely used for gardening, flushing & irrigation purpose in the surrounding
farms. During high rainy days when treated sewage utilization for gardening & irrigation purpose is not
possible, it will be stored in the proposed underground storage tank of 250 KL capacity.
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The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. Provision of required margin space shall be made between the boundary of the adjacent canal and
the building line of the proposed project as per the requirement of the local by-laws.
2. The project proponent shall strictly ensure that the adjacent canal shall not be blocked due to any
activity at the project site during construction as well as operation phase. No any kind of waste shall
be disposed off into the canal.
CONSTRUCTION PHASE :
WATER:
3. Fresh water requirement during the construction phase shall be 16.85 KL/day and it shall be met
through the water tankers. No ground water shall be tapped during the construction phase.
4. Sewage generated during the construction phase shall be disposed off through septic tank and soak
pit.
OPERATION PHASE:
WATER:
5. Total water requirement during the operation phase shall be 307.0 KL/day, out of which 125.0
KL/day of fresh water requirement shall be met through the water supply from Nimlay
Grampanchayat. Remaining water requirement for gardening and flushing purposes shall be met by
reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped during the
operation phase. Metering of the water shall be done and its records shall be maintained.
6. The sewage generation during the operation phase shall be 192.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
7. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purposes
within premises at the maximum extent possible and remaining quantity of treated sewage shall be
used for irrigation purpose in surrounding farms. Underground pakka storage tank of adequate
capacity shall be provided for storage of treated sewage during high rainy days when treated
sewage utilization for gardening & irrigation purpose is not possible.
8. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
reused shall be maintained and furnished to the GPCB from time to time.
9. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
10. Rain water harvesting from rooftop and paved areas and ground water recharge through 52 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 to be provided in future as backup power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
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12. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of
all proposed D.G. Sets.
13. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
14. The solid waste generated shall be properly collected and segregated at source. Wet waste shall be
processed within premises using OWC. The recyclable material shall be sold to vendors whereas
the other garbage shall be disposed off properly as per the provisions made by the concerned local
authority.
SAFETY:
15. Adequate number of staircases shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 17,004.60 m2 as open surface parking shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures
in common areas, use of solar energy in external lighting, aerated block [Cement + Fly Ash + Air
mixture will be used to reduce heat stress inside building etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 20,692.79 m2 comprising of 815.10 m2 tree covered area with 800 nos. 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.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Building Construction Project at Block No. 328/3, Moje - Nimlay, Tal. - Jalalpor, Dist – Navsari proposed
by M/s Shoprite Marketing Pvt. Ltd.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/61088/2016 on 04/01/2017.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 03/04/2017
mentioned that Nimlay Grampanchayat has sufficient source of fresh water to provide water supply to the
project. It is mentioned that at present there is no drainage network. The project is a weekend home
project and treated sewage will be completely used for gardening, flushing & irrigation purpose in the
surrounding farms. During high rainy days when treated sewage utilization for gardening & irrigation
purpose is not possible, it will be stored in the proposed underground storage tank of 300 KL capacity.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
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CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 16.85 KL/day and it shall be met
through the water tankers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank and soak
pit.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 374.0 KL/day, out of which 157.0
KL/day of fresh water requirement shall be met through the water supply from Nimlay
Grampanchayat. Remaining water requirement for gardening and flushing purposes shall be met by
reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped during the
operation phase. Metering of the water shall be done and its records shall be maintained.
4. The sewage generation during the operation phase shall be 228.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
5. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purposes
within premises at the maximum extent possible and remaining quantity of treated sewage shall be
used for irrigation purpose in surrounding farms. Underground pakka storage tank of adequate
capacity shall be provided for storage of treated sewage during high rainy days when treated
sewage utilization for gardening & irrigation purpose is not possible.
6. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
reused shall be maintained and furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. Rain water harvesting from rooftop and paved areas and ground water recharge through 46 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:
9. D. G. Sets to be provided in future as backup power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
10. 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.
11. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
12. The solid waste generated shall be properly collected and segregated at source. Wet waste shall be
processed within premises using OWC. The recyclable material shall be sold to vendors whereas
the other garbage shall be disposed off properly as per the provisions made by the concerned local
authority.
SAFETY:
13. Adequate number of staircases shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
14. Minimum parking space of 21,420.72 m2 as open surface parking shall be provided as proposed.
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ENERGY CONSERVATION:
15. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures
in common areas, use of solar energy in external lighting, aerated block [Cement + Fly Ash + Air
mixture will be used to reduce heat stress inside building etc. shall be implemented as proposed.
GREEN BELT:
16. Green belt area of 18,342.96 m2 comprising of 997.31 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
17. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Building Construction Project at Block No. 328/1, Moje - Nimlay, Tal. - Jalalpor, Dist – Navsari proposed
by M/s Lifestyle Supermarkets Pvt. Ltd.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/61091/2016 on 04/01/2017.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 03/04/2017
submitted a copy of letter obtained from Narmada Water Resources Water Supply & Kalpsar Department
for construction of the proposed project and to straighten the canal at their (i.e project proponent) own
cost. Nimlay Grampanchayat has sufficient source of fresh water to provide water supply to the project.
It is mentioned that at present there is no drainage network. The project is a weekend home project and
treated sewage will be completely used for gardening, flushing & irrigation purpose in the surrounding
farms. During high rainy days when treated sewage utilization for gardening & irrigation purpose is not
possible, it will be stored in the proposed underground storage tank of 300 KL capacity.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. Provision of required margin space shall be made between the boundary of the adjacent canal and
the building line of the proposed project as per the requirement of the local by-laws.
2. The project proponent shall strictly ensure that the adjacent canal shall not be blocked due to any
activity at the project site during construction as well as operation phase. No any kind of waste shall
be disposed off into the canal.
CONSTRUCTION PHASE :
WATER:
3. Fresh water requirement during the construction phase shall be 16.85 KL/day and it shall be met
through the water tankers. No ground water shall be tapped during the construction phase.
4. Sewage generated during the construction phase shall be disposed off through septic tank and soak
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pit.
OPERATION PHASE:
WATER:
5. Total water requirement during the operation phase shall be 342.0 KL/day, out of which 144.0
KL/day of fresh water requirement shall be met through the water supply from Nimlay
Grampanchayat. Remaining water requirement for gardening and flushing purposes shall be met by
reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped during the
operation phase. Metering of the water shall be done and its records shall be maintained.
6. The sewage generation during the operation phase shall be 208.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
7. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purposes
within premises at the maximum extent possible and remaining quantity of treated sewage shall be
used for irrigation purpose in surrounding farms. Underground pakka storage tank of adequate
capacity shall be provided for storage of treated sewage during high rainy days when treated
sewage utilization for gardening & irrigation purpose is not possible.
8. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage
reused shall be maintained and furnished to the GPCB from time to time.
9. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
10. Rain water harvesting from rooftop and paved areas and ground water recharge through 47 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 to be provided in future as backup power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
12. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of
all proposed D.G. Sets.
13. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
14. The solid waste generated shall be properly collected and segregated at source. Wet waste shall be
processed within premises using OWC. The recyclable material shall be sold to vendors whereas
the other garbage shall be disposed off properly as per the provisions made by the concerned local
authority.
SAFETY:
15. Adequate number of staircases shall open out at ground level for emergency evacuation.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 27,164.11 m2 as open surface parking shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures
in common areas, use of solar energy in external lighting, aerated block [Cement + Fly Ash + Air
mixture will be used to reduce heat stress inside building etc. shall be implemented as proposed.
GREEN BELT:
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18. Green belt area of 18,667.57 m2 comprising of 1,012.70 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
The Mejestic Castle at T.P.S.No.5, (Vesu - Bhimrad), F.P.No.5/1, O.P.no.5+7, R.S.No.142/1, Vesu,
Choryasi, Surat proposed by Mr. Ankit S. Shah.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/60913/2016 on 18/01/2017.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 03/04/2017
submitted a notarized consent of the other land owners in favour of the applicant.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 14.0 KL/day and it shall be met
through ground water. Permission from the concerned authority shall be obtained for ground
abstraction during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Water requirement during the operation phase shall be 85.0 KL/day and it shall be met through the
water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped during
the operation phase. Metering of the water shall be done and its records shall be maintained.
4. No bore well shall be constructed and existing bore well/s shall be either sealed or converted into the
recharge well upon completion of the construction phase.
5. Sewage generation during the operational phase shall be 65.50 KL/day and it shall be discharged
through the drainage system of Surat Municipal Corporation (SMC).
6. Rain water harvesting from rooftop and paved areas and ground water recharge through 3 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter.
AIR:
7. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
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generator set to mitigate the impact of noise.
8. The exhaust of the D. G. Set shall be at least 3 m above roof top.
9. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
10. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Surat Municipal Corporation (SMC).
SAFETY:
11. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
12. Fire fighting facilities like Fire extinguisher, hose reel, wet riser, automatic sprinkler system in
basement, manually operated electric fire alarm system, underground water tank of 75 KL, capacity,
terrace tank of 30 KL capacity etc. shall be provided as proposed.
13. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
14. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
15. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 16,170.50 m2 [9,755.0 m2 in basement + 4,847.50 m2 as mechanical
parking in basement + 1,428.0 m2 in hollow plinth +140.0 m2 as open surface parking] shall be
provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. use of LED light in common areas, solar lights for landscape
areas, maximum use of natural lighting, reflective / white tiles on terrace floor etc. shall be provided
as proposed.
GREEN BELT:
18. Green belt area of 870.50 m2 comprising of 305.0 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Mahadev Vandematram Lotus” at R. S.No. 172/1, F.P.No.172 /1, T.P.S.No.24, Rajpur-Hirpur,
Maninagar, Ahmedabad. proposed by Mr. Sharad Harishbhai Patel.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/60991/2016 on 29/12/2016.
The project was appraised during the meeting of SEAC held on 08/02/2017. Based on the details sought
during the meeting of SEAC held on 08/02/2017, the project proponent vide their letter dated 18/04/2017
submitted details of Environment Management Plan as well as proposed sewage treatment plan and
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mentioned that budget allocation of Rs. 21 lacs & Rs. 5 lacs will be made during the operation &
construction phase respectively for air pollution control, waste management, green belt development etc.
Copy of notarized consent from all the other land owners in favour of the applicant has been submitted.
Plan showing design drawing of dual plumbing system has been submitted. It was mentioned that they
are in process of purchasing additional FSI under Transferrable Development Right meanwhile they
have decided to develop the project with the FSI available as per the prevailing GDCR. They have
submitted revised Form-1 & 1A, for the proposed changes in the project due to utilizing FSI of 2.7
instead of 6.5. As per the revised Form-1 & 1A submitted by them, built up area of the project will
become 22,186.41 m2 instead of 28,491.60 m2, FSI area will be 11,720.29 m2 and number of residential
units will be 118 instead of 180 nos. of residential units. Number of commercial units will remain the
same. They have submitted revised details of water requirement, sewage generation, municipal solid
waste generation & management, parking area provision etc. Parking area provision for the project will
be 7,751.6 m2 [2,998.85 m2 in 2nd basement + 3,084.94 m2 in 1st basement + 1,346.07 m2 in hollow plinth
including mechanical parking + 433.75 m2 as open surface parking] which is equivalent to 257 CPS
against the parking requirement of 203 CPS.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 18.0 KL/day and it shall be met
through the local water tanker suppliers. No ground water shall be tapped during the construction
phase.
2. Sewage generated during the construction phase shall be disposed off through the septic tank &
soak pit system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 103.0 KL/day, out of which 50.0 KL/day
of fresh water requirement shall be met through the water supply from Ahmedabad Municipal
Corporation (AMC). Remaining water requirement of 53.0 KL/day for flushing & gardening shall be
met by reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped
during the operation phase. Metering of the water shall be done and its records shall be maintained.
4. The sewage generation during the operation phase shall be 78.0 KL/day, which shall be treated in
the proposed sewage treatment plant (STP) of adequate capacity. The STP shall be operated
regularly and efficiently so as to achieve the GPCB norms at the STP outlet.
5. Treated sewage conforming to GPCB norms shall be reused within the premises for gardening &
flushing purpose at the maximum extent possible. Only remaining quantity of treated sewage shall
be discharged into the drainage line Ahmedabad Municipal Corporation (AMC).
6. A proper logbook of STP operation and also showing the quantity of treated sewage reused in
flushing, gardening and quantity discharged into the drainage line etc. shall be maintained and
furnished to the GPCB from time to time.
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7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No bore well shall be constructed and existing bore well/s, if any, shall be either sealed or converted
into the recharge well upon completion of the construction phase.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
percolation wells shall be carried out as per the details submitted. Before recharging the runoff, pre-
treatment must be done to remove suspended matter
AIR:
10. A D. G. Set (1 x 50 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
11. The exhaust of the D. G. Set shall be at least 3 m above roof top.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (AMC). STP Sludge shall be used as soil
conditioner within premises after adequate treatment.
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like fire extinguishers, fire hydrant system, hose reels, down comers in common
areas, manual alarm system, underground water tanks having 100 KL & 130 KL capacity, overhead
tanks of total 10 KL capacity etc. shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 7,751.6 m2 [2,998.85 m2 in 2nd basement + 3,084.94 m2 in 1st basement
+ 1,346.07 m2 in hollow plinth including mechanical parking + 433.75 m2 as open surface parking]
shall be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. Maximum use of LED lights, solar lights in common sunlit areas,
use of variable frequency drive motors to optimize power consumption, maximum use of natural day
light & ventilation through architectural design, maximize the use of light and silent colours in the
building envelope so that UV absorption is reduced and associated cooling requirements are
minimized. shall be implemented as proposed.
GREEN BELT:
21. Green belt area of 537.60 m2 comprising of 316.0 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.
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OTHER CONDITION:
22. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Rajhans Montessa” at R.S. No. 83/p, O.P. No. 99+100+101+102+103 +104+105+106/1+106/2+106/3
+106/4, FP No. 113+114+115, TPS No. 7 (Vesu-Magdalla), Vill. Vesu, Ta. Majura, Dist. Surat, proposed
by M/s. Maruti Enterprise.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/51313/2016 on 14/03/2016.
The project was appraised during the meetings of SEAC held on 13/04/2016 & 06/06/2016. Based on the
details sought during the meeting of SEAC held on 06/06/2016, the project proponent submitted letter
dated 08/08/2016 showing that (i) Urban Development and Urban Housing Department, GoG vide order
dated 02/08/2016 had granted permission for the extra FSI and ground coverage., (ii) Total 24,685.52 m2
paring area [1,059 m2 as open surface parking area + 6,575 m2 in upper basement + 4,581 m2
mechanical parking in upper basement + 2,947.76 m2 lower basement – upper pit mechanical parking +
2,947.76 m2 lower basement – lower pit mechanical parking + 6,575 m2 in lower basement] equivalent to
783 CPS, which is more than the GDCR requirement of 11,361 m2 and NBC requirement of 758 CPS.
The project proponent submitted copies of registered index of sub-registrar’s office showing that the land
is owned by M/s. Maruti Enterprise, vide their letter dated 01/12/2016. Later on, the project proponent
also submitted revised Form-1 & Form-1A under the applicant name as M/s. Maruti Enterprise on
04/04/2017.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. All the terms & conditions, with regards to the proposed FSI & Ground coverage, as mentioned in
the permission obtained from the Urban Development & Urban Housing Department shall be strictly
fulfilled with.
CONSTRUCTION PHASE :
WATER:
4. 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.
5. Sewage generated during the construction phase shall be disposed off through soak pit and septic
tank.
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OPERATION PHASE:
WATER:
6. Total water requirement during the operation phase shall be 39.0 KL/day, out of which fresh water
requirement of 28.0 KL/day shall be met through water supply system of Surat Municipal Corporation
and the remaining 11.0 KL/day of water requirement shall be met through treated sewage. No
ground water shall be tapped during the operation phase. Metering of the water shall be done and its
records shall be maintained.
7. Sewage generation during operation phase shall be 27.0 KL/day which shall be segregated into
black & grey sewage. Grey sewage to be generated shall be treated in the proposed onsite Sewage
Treatment Plant.
8. The unit shall install and efficiently operate STP of adequate capacity for treating grey sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated grey
sewage conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing
dual plumbing system. Only remaining quantity of treated grey sewage along with the untreated
black sewage shall be disposed off through drainage line of Surat Municipal Corporation.
9. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
10. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
11. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
12. Rain water harvesting from rooftop and paved areas and ground water recharge through 5 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
13. D. G. Set (1 × 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.
14. The gaseous emissions from the D.G. Set 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.
15. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of
all proposed D.G.sets.
SOLID WASTE:
16. 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). STP sludge shall be used as manure
after adequate treatment.
SAFETY:
17. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
18. Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkler
system (in passages of all floors & basements), manually operated electric fire alarm system,
automatic detection & alarm system, underground fire water storage tank (200 KL x 2 nos), terrace
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tanks of 20 KL x 2 nos etc. shall be provided as proposed.
19. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
20. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
21. 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:
22. Minimum parking space of 24685.52 m2 [1059 m2 surface parking area + 6575 m2 in upper
basement + 4581 m2 mechanical parking in upper basement + 2947.76 m2 lower basement – upper
pit mechanical parking + 2947.76 m2 lower basement – lower pit mechanical parking + 6575 m2 in
lower basement] shall be provided as proposed.
23. 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).
24. 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:
25. Energy conservation measures viz. use of solar power based LED lights for common areas, solar
light for landscape lighting, reflective/ white tiles in common areas, maximum use of natural light,
three nos. of solar panels (each of 1.5 KWH capacity) on terrace floor etc. shall be implemented as
proposed.
26. 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:
27. Green belt area of 1220.0 m2 comprising of 409.0 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.
Anmol Life Style” at S. No. 206, O.P. No. 129, F.P. No. 129 of D.T.P.S. No. 241, Nana Chiloda, Dist:
Gandhinagar proposed by M/s. Arkan Developers.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/59933/2016 on 29/10/2016.
The project was appraised during the meeting of SEAC held on 14/12/2016. Based on the details sought
during the meeting of SEAC held on 14/12/2016, the project proponent vide their letter dated 13/04/2017
submitted additional details along with revised Form-1 & Form-1A in the name of M/s. Arkan Developers,
showing that as per the Village Form No. 7, owner of the land is Arkan Developers. Exact aerial distance
of the project site from the nearest TSDF site is 10.42 km. Two separate ramps will be provided and
revised plan showing provision of two separate ramps is submitted. 20 nos. of solar lights and solar cells
at the terrace for water heater will be provided.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
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projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 25.0 KL/day and it shall be met
through the local water tankers. No ground water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 114.0 KL/day, out of which fresh water
requirement of 72.0 KL/day shall be met through water supply system of Ahmedabad Urban
Development Authority (AUDA) and the remaining 42.0 KL/day of water requirement shall be met
through treated sewage. No ground water shall be tapped during the operation phase. Metering of
the water shall be done and its records shall be maintained.
4. Sewage generation during operation phase shall be 90.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Ahmedabad Urban Development Authority (AUDA).
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
10. D. G. Sets to be provided in future as back up power shall be of enclosed type and conform to
prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at
diesel generator set to mitigate the impact of noise.
11. 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.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall b e sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Urban Development Authority (AUDA).
SAFETY:
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14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like 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
shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 5,865.37 m2 [3,865.37 m2 in basement + 2000.0 m2 in hollow plinth] shall
be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. 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,
etc. shall be implemented as proposed.
GREEN BELT:
21. Green belt area of 640.73 m2 comprising of 360.60 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.
International Textile Market at T.P.S.No.: 61 (Parvat-Godadara), Block No. 38 + 46, O.P. No.: 38+46,
F.P.No.: 38/B + 46, Moje: Parvat, Dist: Surat, proposed by M/s. ITM Infra.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/52073/2016 on 05/04/2016.
The project was appraised during the meetings of SEAC held on 07/05/2016 & 07/09/2016. Based on the
details sought during the meeting of SEAC held on 07/09/2016, the project proponent submitted revised
Form I & IA vide their letter dated 15/04/2017. They have also submitted copy of permission obtained
from Urban Development & Urban Housing Department for the FSI area of 78,391.89 m2 & ground
coverage of 9,799.0 m2. It is mentioned in the permission letter that more than permissible ground
coverage shall be charged @150% of jantry by the competent authority.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
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substances, explosives, fire crackers or any other material of hazardous characteristics.
3. Adequate amenities like drinking water facility, sanitation blocks separate for male & female, first aid
facility etc. shall be provided as proposed by the project proponent.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 10.0 KL/day and it shall be met
through water supply system of Surat Municipal Corporation. No ground water shall be tapped
during the construction phase.
5. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
6. Total water requirement during the operation phase shall be 189.18 KL/day, out of which fresh water
requirement of 79.08 KL/day shall be met through water supply system of Surat Municipal
Corporation and the remaining 110.1 KL/day of water requirement shall be met through treated
sewage. No ground water shall be tapped during the operation phase. Metering of the water shall be
done and its records shall be maintained.
7. Sewage generation during operation phase shall be 160.0 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
8. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Surat Municipal Corporation.
9. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
10. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
11. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
12. Rain water harvesting from rooftop and paved areas and ground water recharge through 5 nos. of
percolations wells shall be carried out as per the details submitted. Before recharging the run off,
pre-treatment must be done to remove suspended matter.
AIR:
13. A D. G. Set (1 x 125 KVA) proposed as back up power shall be of enclosed type and confirm to
prescribe standards under EPA rules. Necessary acoustic enclosures shall be provided at diesel
generator set to mitigate the impact of noise.
14. The exhaust of the D. G. Set shall be at least 3 m above roof top.
15. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
16. 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:
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17. Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkler
system (to be installed in entire building), manually operated electric fire alarm system, automatic
detection & alarm system, underground fire water storage tank of 200 KL, terrace tanks of 20 KL,
electric & one diesel pump of capacity 2850 L/min. & one electric pump of capacity 180 L/min.
having pressure 3.5 kg/cm2 at terrace level etc. shall be provided as proposed.
18. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
19. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
20. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
21. 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:
22. Minimum parking space of 68,583.63 m2 [3,420.0 m2 as open surface parking + 1,165.75 m2 in
hollow plinth + 31,808.94 m2 in basement + 31,808.94 m2 as mechanical parking in basement] shall
be provided as proposed.
23. 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).
24. 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:
25. Energy conservation measures viz. maximum use of natural light through architectural design, use
of energy efficient motor and pumps, maximum use of aerated blocks, use of LED & low voltage
lighting, solar lighting in open and landscape areas, rooftop thermal insulation etc. shall be
implemented as proposed.
26. 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:
27. Green belt area of 1,959.8 m2 comprising of 800 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
28. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Shree Narayan Complex” at Block No. 255/B (old block no. 255/B & 256), Dahej, Vagra, Bharuch,
proposed by Shri Kartik J. Panchal
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/58858/2016 on 22/09/2016.
The project was appraised during the meeting of SEAC held on 19/10/2016. Based on the details sought
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during the meeting of SEAC held on 19/10/2016, the project proponent vide their letter dated 23/12/2016
submitted that provision of parking area will be 9,620.40 m2 [7,949.40 m2 in open surface + 1,617.00 m2
in hollow plinth], which is more than the requirements of GDCR & NBC. It is also stated in the letter that
the applicant Shri Kartik J. Panchal is joint owner of his brother Pranav J. Panchal. Subsequently on
06/03/2017, the project proponent submitted NOC on 100 Rs. Stamp paper signed by partners Shri
Kartik J. Panchal & Shri Pranav J. Panchal stating that they have no objection if EC is granted in the
name of Shri Kartik J. Panchal.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 30.0 KL/day and it shall be met
through water supply from Gujarat Petroleum Chemicals & Petrochemicals Special Investment
Regional Development Authority (GPCPSIRDA). No ground water shall be tapped during the
construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 452.84 KL/day, out of which fresh water
requirement of 187.42 KL/day shall be met through water supply system of Gujarat Petroleum
Chemicals & Petrochemicals Special Investment Regional Development Authority (GPCPSIRDA)
and the remaining 265.42 KL/day of water requirement shall be met through treated sewage. No
ground water shall be tapped during the operation phase. Metering of the water shall be done and its
records shall be maintained.
4. Sewage generation during operation phase shall be 362.5 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of GPCPSIRDA.
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 4 nos. of
percolations wells shall be carried out as per the details submitted. Before recharging the run off,
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pre-treatment must be done to remove suspended matter.
AIR:
10. D. G. Set (1 x 150 KVA) to be provided in future as back up power shall be of enclosed type and
conform to prescribed standards under the EPA rules. Necessary acoustic enclosures shall be
provided at diesel generator set to mitigate the impact of noise.
11. 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.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Dahej Nagar Palika.
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like dedicated water storage for fire fighting, fire extinguishers, fire alarm in
each building, provision of hose reels, external hydrants, wet risers, Automatic sprinkler systems
provided in basement, availability of all necessary information like police control room, medical
facilities/hospital contacts, ambulance services, provision of first aid facilities at security office etc
shall be provided as proposed.
PARKING / TRAFFIC CONGESTION:
16. Minimum parking space of 9,620.40 m2 [7,949.40 m2 in open surface + 1,617.00 m2 in hollow plinth]
shall be provided as proposed.
ENERGY CONSERVATION:
17. Energy conservation measures viz. use of energy efficient electrical appliances like CFL & PL,
maximum use of natural light through architectural design etc. shall be implemented as proposed.
GREEN BELT:
18. Green belt area of 1,702.15 m2 comprising of 702.15 m2 tree covered area shall be developed as
proposed. The other open spaces inside the plot shall be suitably landscaped and covered with
vegetation of indigenous tree species.
OTHER CONDITION:
19. All the terms & conditions prescribed in the amendment of EIA Notification – 2006 published by the
MoEF&CC vide its Notification No. S.O. 3999(E) dated 9th December, 2016 shall be complied with
later & spirit.
Fortune Business Hub” at F.P. No. 34, O.P. No. 34, Survey No. 670, 671/1, Sola-Hebatpur-Thaltej
(Science City Road), Ahmedabad, proposed by M/s. Ozone India Limited.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/57887/2016 on 09/08/2016.
The project was appraised during the meetings of SEAC held on 31/08/2016 & 01/12/2016. Based on the
details sought during the meeting of SEAC held on 01/12/2016, the project proponent vide their letter
dated 13/02/2017 submitted a copy of development agreement between M/s. Fortune Developers and
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M/s. Ozone India Ltd. showing that the land has been converted for non agricultural use. Later on, the
project proponent vide letter dated 29/03/2017 submitted revised Form-1 & Form-1A in the name of M/s.
Ozone India Ltd along with revised EMP & revised parking details showing that total 14,770.39 m2 area
[12,260.87 m2 in three level basements with mechanical parking + 738.0 m2 in hollow plinth + 1,771.52
m2 as open surface parking] equivalent to 486 CPS will be provided as parking space, which is more
than the GDCR requirement of 12,004.5 m2 but less than the NBC requirement of 960 CPS.
The submissions made by the project proponent vide letter dated 13/12/2016 and the revised Form-1 &
Form-1A and documents submitted on 29/03/2017 were considered by the committee. It was observed
that as per the revised parking details submitted by the project proponent, provision of parking space will
be total 14,770.39 m2 [12,260.87 m2 in three level basements with mechanical parking + 738.00 m2 in
hollow plinth + 1,771.52 m2 open surface parking area] equivalent to 486 ECs will be provided as parking
space, which is more than the GDCR requirement of 12,005 m2 but less than the NBC requirement of
960 CPS. However, considering that provision of parking space is more than the requirement as per the
GDCR, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance
subject to the strict compliance of the following project specific conditions as well as the standard
conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction projects
falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
SPECIFIC CONDITION:
1. No any kind of manufacturing activity shall be allowed in the proposed commercial project.
2. The project proponent shall not sell / allot any commercial unit for storage of chemicals, flammable
substances, explosives, fire crackers or any other material of hazardous characteristics.
3. All the terms & conditions, with regards to the proposed FSI & Ground coverage, as mentioned in
the permission obtained from the Urban Development & Urban Housing Department shall be strictly
fulfilled with.
CONSTRUCTION PHASE :
WATER:
4. Fresh water requirement during the construction phase shall be 41.17 KL/day and it shall be met
through the local water tanker & borewell. Permission of concerned authority shall be obtained for
ground water abstraction.
5. Sewage generated during the construction phase shall be disposed off through soak pit and septic
tank.
OPERATION PHASE:
WATER:
6. Total water requirement during the operation phase shall be 153.62 KL/day, out of which fresh water
requirement of 77.38 KL/day shall be met through water supply system of Ahmedabad Municipal
Corporation and the remaining 76.24 KL/day of water requirement shall be met through treated
sewage. No ground water shall be tapped during the operation phase. Metering of the water shall be
done and its records shall be maintained.
7. Sewage generation during operation phase shall be 118.23 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
8. 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
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conforming to GPCB norms shall be utilized for gardening, flushing, fire water make up & cooling
tower make up purposes by providing dual plumbing system. Only remaining quantity of treated
sewage along with the untreated black sewage shall be disposed off through drainage line of
Ahmedabad Municipal Corporation.
9. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
10. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
11. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
12. Rain water harvesting from rooftop and paved areas and ground water recharge through 5 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
13. D. G. Set (1 × 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.
14. The gaseous emissions from the D.G. Set 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.
15. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of
all proposed D.G.sets.
SOLID WASTE:
16. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall be sold to vendors whereas other garbage shall be disposed off properly as per the
provisions made by the Ahmedabad Municipal Corporation (SMC). STP sludge shall be used as
manure after adequate treatment.
SAFETY:
17. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
18. Fire fighting facilities like Underground fire water storage tank of 200 KL capacity, overhead fire
water tank of 25 KL capacity, fire hydrant, sprinkler system, refuge are in the form of balcony
proposed at 4th, 8th and 12th floor, fire extinguishers at each floor, rescue balconies at 4th, 8th &
12th floors etc. shall be provided as proposed.
19. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
20. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
21. 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:
22. Minimum parking space of 14,770.39 m2 area [12,260.87 m2 in three level basements with
mechanical parking + 738.00 m2 in hollow plinth + 1,771.52 m2 open surface parking area] shall be
provided as proposed.
23. No public space including the service road shall be used or blocked for the parking and the trained
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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).
24. 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:
25. Energy conservation measures viz. energy efficient lighting system like use of LED, CFL for common
lighting etc. shall be implemented as proposed.
26. 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:
27. Green belt area of 700.48 m2 comprising of 91.0 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.
“Stanza” at Survey No. 318/1, F.P.No. 50/1, Vill. Shela, Ta. Sanand, Dist. Ahmedabad, proposed by
M/s. Samarth Procon.
This office has received an application for Environment Clearance of the above project vide proposal no.
SIA/GJ/NCP/58806/2016 on 29/10/2016.
The project was appraised during the meeting of SEAC held on 16/11/2016. Based on the details sought
during the meeting of SEAC held on 16/11/2016, the project proponent vide their letter dated 03/03/2017
submitted the additional details & documents showing that:
1. As per the Village Form No. 7, owner of the land are Shri Saurabh Indravadan Nahata, Shri
Malaybhai Budhabhai Multani and Shri Ashokkumar Vagatavaramalaji Jain. As per development
agreement of land owners and M/s. Samarth Procon, the project is going to be developed by M/s.
Samarth Procon.
2. Project location is in draft TP scheme and very soon it will be converted into final TP scheme. As
per AUDA guideline, AUDA will provide all facilities including water and drainage once it is
converted into final TP scheme. Letter from AUDA for providing water sypply and drainage
connection is submitted.
3. Provision of parking area will be 12798.53 m2 [1292.17 m2 in hollow plinth surface parking and
5753.18 x 2 = 11506.36 m2 in basement with mechanical parking] equivalent to 406 CPS, which is
more than the requirements of GDCR & NBC.
4. Management plan for excavated soil, construction debris and scrap is furnished.
5. Details of dual plumbing system, STP sludge management and location of STP on layout plan are
provided.
6. Solar panels will be provided at both sides of internal roads and around common plot area of the
project and generated electricity will be used for street lighting purpose.
Later on, the project proponent vide their letter dated 13/04/2017 submitted index copy of sub-registrar’s
office showing that owner of the land is M/s. Samarth Procon through its partner Shri Jigneshbhai A.
Shah.
The said submission of the project proponent was considered by the committee and as it was found
satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental
Clearance subject to the strict compliance of the following project specific conditions as well as the
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standard conditions finalized during the meeting of SEAC held on 09/09/2015 for building construction
projects falling under project activity no. 8(a) as per the schedule of the EIA Notification 2006:
Project Specific Conditions with which Environment Clearance is recommended:
CONSTRUCTION PHASE :
WATER:
1. Fresh water requirement during the construction phase shall be 25.0 KL/day and it shall be met
through water supply system of Ahmedabad Urban Development Authority (AUDA). No ground
water shall be tapped during the construction phase.
2. Sewage generated during the construction phase shall be disposed off through septic tank & soak
pit system.
OPERATION PHASE:
WATER:
3. Total water requirement during the operation phase shall be 206.48 KL/day, out of which fresh water
requirement of 126.72 KL/day shall be met through water supply system of Ahmedabad Urban
Development Authority (AUDA) and the remaining 79.76 KL/day of water requirement shall be met
through treated sewage. No ground water shall be tapped during the operation phase. Metering of
the water shall be done and its records shall be maintained.
4. Sewage generation during operation phase shall be 171.07 KL/day which shall be treated in the
proposed onsite Sewage Treatment Plant.
5. The unit shall install and efficiently operate STP of adequate capacity for treating the sewage to be
generated during operation phase to achieve the GPCB norms at the STP outlet. Treated sewage
conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual
plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage
line of Ahmedabad Urban Development Authority (AUDA).
6. A proper logbook of STP operation and also showing the quantity of treated sewage utilization within
premises & quantity of treated sewage discharged into the drainage line shall be maintained and
furnished to the GPCB from time to time.
7. Dual plumbing system with separate tanks and lines shall be provided for utilization of treated
sewage for flushing.
8. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted
into the recharge well upon completion of the construction work.
9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of
bore holes shall be carried out as per the details submitted. Before recharging the run off, pre-
treatment must be done to remove suspended matter.
AIR:
10. D. G. Set (1 x 125 KVA) to be provided in future as back up power shall be of enclosed type and
conform to prescribed standards under the EPA rules. Necessary acoustic enclosures shall be
provided at diesel generator set to mitigate the impact of noise.
11. 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.
12. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed under EPA
Rules as amended from time to time. At no time, the emission levels shall go beyond the stipulated
standards.
SOLID WASTE:
13. The solid waste generated shall be properly collected and segregated at source. The recyclable
material shall b e sold to vendors whereas other garbage shall be disposed off properly as per the
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provisions made by the Ahmedabad Urban Development Authority (AUDA).
SAFETY:
14. All the staircases and lifts shall open out at ground level from the highest point of building [with
access from each floor] for emergency evacuation. Two staircases shall be provided in each building
having floor area more than 500 m2 on each floor.
15. Fire fighting facilities like underground water tanks- 100 KL × 2 nos., terrace water tank of 20 KL
capacity on all the buildings, fire extinguishers, fire alarms, hose reels, external hydrants & wet
risers, pumping arrangement system-riser with pressure pump, auto operation with pressure switch,
first aid box, displaying of important telephone numbers etc shall be provided as proposed.
16. In basement at least two separate ramps of adequate width and slope shall be provided, located
preferably at opposite ends.
17. Provision for adequate air changes per hour in the basement shall be made so as to avoid build up
of CO in the area.
18. Car park exhaust system equipped with CO (Carbon Monoxide) sensor shall be provided to ensure
operation of exhaust fans as CO concentration levels.
PARKING / TRAFFIC CONGESTION:
19. Minimum parking space of 12,798.53 m2 [11,506.36 m2 in basement with mechanical parking +
1,292.17 m2 in hollow plinth] shall be provided as proposed.
ENERGY CONSERVATION:
20. Energy conservation measures viz. use of energy efficient electrical appliances, maximum use of
natural light through proper building orientation etc. shall be implemented as proposed.
GREEN BELT:
21. Green belt area of 1,640.05 m2 comprising of 1,002.42 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.
--
25. SIA/GJ/MIS/18680/2017 M/s: Sundram Eco Private Limited
(Developed By Radhika Builders)
Block No. 412, Village Hathoda, Ta.: Mangrol,
Dist.: Surat.
Screening & Scoping
Category of the unit : 7(h)
• This office has received an application vide their online proposal no. SIA/GJ/MIS/18680/2017
dated 06/03/2017 regarding grant of Environmental Clearance.
Project status: New
Project / Activity Details:
M/s. Sundram Eco Private Limited is planning to set up 6 MLD Common Effluent Treatment Plant
(CETP), located at Block No. 412, Village Hathoda, Taluka Mangrol, District Surat, Gujarat. Effluent is
collected through underground pipeline and sent for the treatment and treated effluent is sent to
member units for the reuse.
The project falls under Category B of project activity 7(h) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed Project
(Rs. in Crores)
Approximately Rs. 26.84 Crore
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Total Plot area 16,134.09 m2
Green belt area,/Tree Plantation area 5324.24 m2
Water
Source of Water Supply
(GIDC, Bore well, Surface water etc...)
Canal Water
Water consumption (KL/day)
Category Total KL/day
(A) Domestic 10
(B) Gardening 21
(C) Industrial
Process 6900
Total (A+B+C)
6931
(Fresh 2131 KLD + Reused 4800
KLD)
Waste water generation (KL/day)
Category Total KL/day
(A) Domestic 8.5
(B) Gardening --
(C) Industrial
Process 5865.5
Total Industrial waste water 5874~6000
Treatment facility with capacity Capacity of CETP : 6 MLD
Mode of Disposal & Final meeting point Domestic: Domestic wastewater will be
treated in CETP.
Industrial: Industrial effluent generated
will be treated in proposed CETP and
treated water will be sent to member units
for reuse.
Reuse/Recycle details (KL/day)
Treated water will be sent to the member
units for reuse.
Air
No. of Boilers/TFH/Furnaces/DG sets etc.
with capacities viz. TPH, Kcal/hr, MT/hr,
KVA etc.
D. G. Set
(400 KVA & 750 KVA)
Fuel consumption
Solid Fuel: MT/Day
Gaseous Fuel: SCM/day
Liquid fuel: KL/day
-
-
HSD/LDO 135 Lit/Hr
APCM for flue gas -
Process gas/Fugitive emission details i.e.
Type of pollutant gases (SO2, HCl, NH3, Cl2,
NOx etc.)
No process gas generation from the
project.
APCM for process gas/fugitive gaseous
emission details
No process gas generation from the
project.
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Hazardous waste
(as per the Hazardous and Other Wastes
(Management and Transboundary
Movement) Rules 2016.
Sr
.
N
o.
Type/Name
of Hazardous
waste
Source
of
generat
ion
Category
and
Schedule
as per HW
Rules.
Quantity
Disposal Method
1. CETP
Sludge
CETP 34.3 3 MT/Day Sludge will be collected from
sludge drying bed and
stored in scientifically
designed hazardous waste
storage area having
impervious layer with
leachate collection system
and finally sent to nearest
TSDF.
2. Used Oil Machin
eries
5.1 0.2
MT/Day
Used oil will be collected,
stored, transported and
reuse as lubricant and/or
sell to registered re-
processors.
Membership details of CETP, TSDF,
CHWIF, Common MEE etc.
Will be obtained from nearest TSDF site.
Details of Non-Hazardous waste & its
disposal
(MSW and others)
None
Observations & Discussions:
Technical presentation made during the meeting by project proponent. Due to the increase in the
demand of the synthetic industry, there is also increase in the supply of water jet looms in field of textile
industry, waste water generated from the looms need to be treated, before leaving into the
environment. So they have proposed to set up the 6 MLD CETP. The proposed CETP will collect and
provide treatment for the wastewater generated from water jet looms bearing industries located in
Industrial Estate (Satyam textile Park). This will reduce the consumption of fresh water, as treated
water will be sent to members industries for reuse in their various applications. Necessary
infrastructure like road, water supply, drainage and electricity etc; will be provided in the CETP. The
proposed CETP is complete recycle and ZLD.
After deliberation on various aspects the project proponent was asked to include following additional
TOR for the EIA study to be done covering 10 Km radial distance from the boundary of the project site:
1. Executive summary of the project – giving a prima facie idea of the objectives of the proposal, use
of resources, justification, etc. In addition, it should provide a compilation of EIA report, including
EMP and post project monitoring plan in brief. Need for the proposed CETP shall be justified in
detail.
Project description
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2. Land possession documents and NA permission letter.
3. Land requirement for the project including its break up for various purposes, its availability and
optimization.
4. Details of proposed layout clearly demarcating various units (Existing and proposed) within the
plant.
5. Complete process flow diagram describing each unit, its processes and operations, along with
material and energy inputs and outputs (material and energy balance).
6. Action plan for complete Zero Liquid discharge (ZLD).
7. Details of the industries for which CETP facility is proposed including raw materials used and
products manufactured.
8. Details on improved technologies.
9. Assessment of source of the water supply with adequacy of the same to meet with the
requirements for the CETP. Permission obtained from the concerned authority for supply of water.
Undertaking stating that no bore well shall be dug within the premises.
10. Expected quantity of sewage & wastewater from each industry and justification for selecting the
proposed capacity of the treatment plant/modules. Measures to prevent flooding of the CETP in
the rainy season.
11. Characteristics of effluent and proposed scheme for segregation of streams from individual
member industries.
12. Details of mode of effluent collection system either by tankers and/or pipeline, etc., or proposed
trouble-shooting mechanism.
13. Monitoring protocol for collection of effluent through tankers.
14. Details on physical, chemical and biological characteristics of the combined effluent and its
concentrations and the basis for the same.
15. Details of equalization tank at least for 24 hrs; and guard ponds for holding treated wastewater or
continuous monitoring facilities, if any.
16. Details of the proposed treatment schemes supported by the treatability studies including source
separation of streams for specific mode of collection and treatment either at individual industry or
at CETP (based on economic and operational ease considerations).
17. Built-in flexibility provisions to deal with quantitative and qualitative fluctuations.
18. Organizational setup for collection of pre-treated effluents, treatment and disposal of the treated
effluents, etc. and deployment of qualified/skilled man power.
19. Details of O&M for maximum utilization of the designed capacity of the plant.
20. Proposed monitoring protocol for stage-wise quality control w. r. t. various characteristics and
maintenance schedules followed for all rotating equipment including lubricating/oil fill, operational
chemicals and laboratory chemicals.
21. For any sensitive environmental parameters such as heavy metals, fluorides, etc., details on
improved material of construction of tanks and other equipments such as corrosion resistance,
allowance, etc.
22. Details of power consumption and stand-by arrangements like the diesel generator (DG) sets, dual
fuel (gas and oil) for uninterrupted operation of treatment plant. Protocol and mechanism to accept
the effluent including the adequacy of the receiving/holding tanks, etc.
23. Impact of the project on local infrastructure of the study area such as road network, etc. If the
study area requires any additional infrastructure, details of the agency responsible for the same
should be included along with the time frame.
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24. If the ultimate disposal is through a marine outfall then preliminary design of the outfall with
estimated initial dilution. Study report from the NIO or any such institute of national repute shall be
submitted.
25. Details of laboratory, workshop, database, library, waste exchange centers, etc. in CETP.
26. Availability of the land for proposed treatment for ultimate capacity and to accommodate required
greenbelt development.
27. Details of the proposed methods of water conservation and recharging.
28. Management plan for solid/hazardous waste generation, storage, utilization and disposal.
29. Detailed plan of treated wastewater disposal/ reuse/ utilization / management.
30. Details regarding infrastructure facilities such as sanitation, fuel storage, restroom, etc. to the
workers during construction and operation phase.
31. In case of expansion of existing industries, remediation measures adopted to restore the
environmental quality if the groundwater, soil, crop, air, etc., are affected and a detailed
compliance to the prior environmental clearance/consent conditions.
Description of the environment
32. The study area shall be up to a distance of 10 km from the boundary of the proposed site and all
along the collection network/route map of effluent conveyance, treated wastewater carrying pipe-
line and the receiving environment at the point of disposal.
33. Location of the project site and nearest habitats with distances from the project site to be
demarcated on a toposheet (1: 50000 scale).
34. Landuse based on satellite imagery including location specific sensitivities such as national parks /
wildlife sanctuary, villages, industries, etc. for the study area.
35. Demography details of all the villages falling within the study area.
36. Topography details of the project area.
37. The baseline data to be collected from the study area w. r. t. different components of environment
viz. air, noise, water, land, and biology and socio-economic. Actual monitoring of baseline
environmental components shall be strictly according to the parameters prescribed in the ToR
after considering the proposed coverage of parameters by the proponent in draft ToR and shall
commence after finalization of ToR by the competent Authority.
38. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly
wind speed and direction and rainfall should be incorporated.
39. 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 10
km for all the concerned/identified VECs and likely impacts will have to be assessed for their
magnitude in order to identify mitigation measures.
40. 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.
41. Base line status of the noise environment, impact of noise on present environment due to the
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project and proposed measures for noise reduction including engineering controls.
42. Geological features and geo-hydrological status of the study area.
43. Surface water quality of nearby water sources and other surface drains.
44. Details on ground water quality.
45. Details on water quality parameters such as pH, Temperature (o C), Oil and grease, Cyanide* (as
CN), Ammoniacal nitrogen* (as N), Phenolic compounds* (as C6H5OH), Hexavalent Chromium*,
Total chromium*, Copper*, Nickel*, Lead*, Arsenic*, Mercury*, Cadmium*, Selenium*, Fluoride*,
Boron*, Radioactive materials*, Alfa emitters*, Hc/ml,Beta emitters*, Hc/ml*, etc. (* - as
applicable).
46. Details on existing ambient air quality and expected, stack and fugitive emissions for PM10,
PM2.5, SO2*, NOx*, VOCs*, carbon oxides (CO and CO2) etc., and evaluation of the adequacy of
the proposed pollution control devices to meet standards for point sources and to meet AAQ
standards. (* - As applicable).
47. Ecological status (terrestrial and aquatic) of the study area such as habitat type and quality,
species, diversity, rarity, fragmentation, ecological linkage, age, abundance etc.
48. If any incompatible land use attributes fall within a 10 km radius of the project boundary, proponent
shall describe the sensitivity (distance, area and significance) and propose the additional points
based on significance for review and acceptance by the EAC/SEAC. Incompatible landuse
attributes include:
� Public water supply areas from rivers/surface water bodies, from ground water
� Scenic areas/tourism areas/hill resorts
� Religious places, pilgrim centers that attract over 10 lakh pilgrims a year
� Protected tribal settlements (notified tribal areas where industrial activity is not permitted)
� CRZ
� Monuments of national significance, World Heritage Sites
� Cyclone, Tsunami-prone areas (based on last 25 years)
� Airport areas
� Any other feature as specified by the State or local government and other features as locally
applicable, including prime agricultural lands, pastures, migratory corridors, etc.
49. If ecologically sensitive attributes fall within a 10 km radius of the project boundary, proponent
shall describe the sensitivity (distance, area and significance) and propose the additional points
based on significance for review and acceptance by the EAC/SEAC. Ecological sensitive attributes
include:
� National parks
� Wild life sanctuaries, Game reserve
� Tiger reserve/elephant reserve/turtle nesting ground
� Mangrove area
� Wetlands
� Reserved and Protected forests, etc.
� Any other closed/protected area under the Wild Life (Protection) Act, 1972, any other area
locally applicable
50. Environmental parameters – Temperature, sea level pressure, wind speed, mean relative
humidity, visibility, salinity, density, rainfall, fog, frequency and intensity of cyclones, sediment
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transport, seismic characteristics, fresh water influx.
51. Details on marine biological parameters – microbiological population, pathogenic bacteria,
plankton distribution, fish spawning grounds in the adjoining waters, commercial fisheries
potential, vegetation including inter tidal, flora and fauna in the marine, benthal quality assessment
for biological species and heavy metals and estuarine environment.
Anticipated environmental impacts and mitigation measures
52. Anticipated generic environmental impacts due to this project, which may be evaluated for
significance and based on corresponding likely impacts VECs may be identified. Baseline studies
may be conducted for all the concerned VECs and likely impacts will have to be assessed for their
magnitude in order to identify mitigation measures.
53. Modelling indicating the likely impact on ambient air quality due to proposed activities. The details
of model used and input parameters used for modeling should be provided. The air quality
contours may be shown on location map clearly indicating the location of sensitive receptors, if
any, and the habitation. The wind rose showing pre-dominant wind direction should also be
indicated on the map. Impact due to vehicular movement shall also be included into the prediction
using suitable model. Results of Air dispersion modeling should be superimposed on satellite
Image / geographical area map.
54. Tools as given in Section 4.4.3 of Technical Guidance Manual for CETP, Published by MoEF&CC
may be referred for the appropriate assessment of environmental impacts.
55. While identifying the likely impacts, also include the following for analysis of significance and
required mitigation measures:
• Impacts due to transportation of raw materials and end products on the surrounding
environment.
• Impacts on surface water, soil and groundwater.
• Impacts due to air pollution.
• Impacts due to odour pollution.
• Impacts due to noise.
• Impacts due to fugitive emissions.
• Impact on health of workers due to proposed project activities.
• Impact on the disposal mode-specific receiving environment.
56. Proposed odour control measures.
57. Action plan for the greenbelt development – species, width of plantations, planning schedule etc.
in accordance to CPCB published guidelines.
58. In case of likely impact from the proposed project on the surrounding reserve forests, Plan for the
conservation of wild fauna in consultation with the State Forest Department.
59. Identify the mitigation measures based on source control and treatment.
60. Details in case, if the effluent conveyance system uses pipe lines, details regarding minimum (one
day) storage tank with mixing facility to keep it in aerobic conditions at source industry and
mechanism to ensure compliance with prescribed standards at this storage tank.
61. Details regarding soil and groundwater impacts and regular monitoring protocols suggested for
ensuring no significant impacts, besides preventive measures.
62. Impacts due to laying of pipe lines for effluent collection and for the disposal of the treated
wastewaters.
63. Bathymetric studies need to be conducted and models shall be applied to predict the dispersion
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patterns to determine the length of the outfall, if disposal is through a marine outfall.
64. Details of storm water collection network and utilization plan, etc.
65. Proposed measures for occupational safety and health of the workers.
Environmental monitoring program
66. Monitoring programme for pollution control at source.
67. Specific monitoring plan to ascertain that all the CETP member units send their effluent
(contracted quantity) to the CETP and the effluent does not in any way find its way to other
sources i.e. measures to eliminate by passing of the effluent.
68. Monitoring pollutants at receiving environment for the appropriate notified parameters – air quality,
groundwater, surface water, etc. during operational phase of the project.
69. Specific programme to monitor safety and health protection of workers.
70. Appropriate monitoring network has to be designed and proposed, to assess the possible residual
impacts on VECs.
71. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting
monitoring.
Additional studies
72. Details on risk assessment and damage control during different phases of the project and
proposed safeguard measures.
73. Details on socio-economic development activities such as commercial property values, generation
of jobs, education, social conflicts, cultural status, accidents, etc.
74. Proposed plan to handle the socio-economic influence on the local community. The plan should
include quantitative dimension as far as possible.
75. Details on compensation package for the people affected by the project, considering the socio-
economic status of the area, homestead oustees, land oustees, and landless labourers.
76. 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.
Environmental management plan
77. Administrative and technical organizational structure to ensure proposed post-project monitoring
programme for approved mitigation measures.
78. EMP devised to mitigate the adverse impacts of the project should be provided along with item-
wise cost of its implementation (capital and recurring costs).
79. Allocation of resources and responsibilities for plan implementation.
80. Details of the emergency preparedness plan and on-site and off-site disaster management plan.
81. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be
incorporated in the EIA Report.
82. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC
OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have
been complied with and the data submitted is factually correct as per the MoEF&CC OM dated
04/08/2009. (Compliance of OM dated 05/10/2011 & 04/08/2009).
83. Above points shall be adequately addressed in the EIA report at corresponding chapters.
84. A tabular chart with index for point-wise compliance of above.
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The above mentioned project specific TORs/additional TORs and the model TORs available in the
MoEF’s sector specific EIA Manual for CETP shall be considered as generic TORs for preparation of
the EIA report in addition to all the relevant information as per the generic structure of EIA given in
Appendix III in the EIA Notification, 2006. The 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. ToR will lapse after three years from date of issue.
• The period of validity could be extended for a maximum period of one year provided an application
is made by the applicant to the Regulatory Authority, at least three months before the expiry of
valid period together with an updated Form-I, based on proper justification and also
recommendation of the SEAC.
26. SIA/GJ/MIS/18917/2016
The Commissioner of Fisheries, Fisheries Department, Gandhinagar, Government of Gujarat for the proposed Fishery Harbour (Navabandar) Village: Navabandar, Tal.: Una, Dist.: Gir-Somnath.
Appraisal
Category of the unit: 7(e)
• This office has received an application vide online proposal no. SIA/GJ/MIS/18917/2016 dated
22/03/2017 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 and thereafter as per project proponent request amendment in ToR issued in the
SEAC meeting dated 31/01/2017
• Public Hearing was conducted by Gujarat Pollution Control Board on 28/06/2016 at Sagar
Bhuvan, Shri Kharva Gnati, Village: Navabandar, Tal.: Una, Dist.: Gir-Somnath.
• PP has made proposal for amendment in Terms Of Reference (ToR) vide their online proposal
no. GF SIA/GJ/MIS/17863/2015 dated 30/11/2016 with regard to change in the layout of the
Fishery Harbour and submitted copy of revised DPR prepared by M/s WAPCOS.
• PP was called for presentation on 17/02/2017 and amendment in ToR was accorded vide letter
no SEIAA/GUJ/EC/7(e)/82/2017 dated 18/02/2017.
Status of the project: New
Project / Activity Details:
Fish handling capacity of the proposed fishery harbor is 52,080 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 salient features of the project are as under:
� Fish handling capacity of the proposed fishery harbor is 52080 MT/Annum.
� Navabandar FH (Fishery Harbour) is designed for 1000 Boats (200 Trawlers, 580
Gillnetters & 220 OBM/IBM - FRP). It is need based on number of registered vessels
and annual fish catch. Proposed Harbor consists of Southern - Eastern & Western
Breakwaters of 1051.84 m & 975.93 m respectively on sea side. Design is approved by
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Central Institute of Coastal Engineering for Fisheries (CICEF), Bangalore.
� Total plot area is 21.63 ha [11.16 ha land side facilities (reclaimed land) & 10.47 ha for
marine side facilities] and proposed Green belt area / Tree plantation area will be 11240
Sq m.
� Estimated cost of the proposed project will be 158.45 Crores.
� The area is situated on the shore line of Arabian Sea at Navabandar. The soils in the
project area are medium dense silty / filled up soil in texture The proposal envisages
developing full-fledged harbour with all facilities near to existing jetty on north side.
� Project area near to the existing jetty at Navabandar was selected and also approved by
CICEF for development of Navabandar FH.
� Sea Side Facilities
Sr
.
no
.
Proposed Facilities Description
1 Landing Quay - 01 118 m x 10 m
2 Idle Berthing Quay ( 01 Jetty ) 780 m x 7 m
3 Outfitting Quay - 01 52 m x 10 m
4 Repair Quay - 01 36 m x 10 m
5 Beach Landing 60 m
6 Southern & Eastern Break water 1051.84 m
7 Western Break water 975.93 m
8 Road Above Southern & Eastern
Break water
1051.84 x 6 m
9 Road Above Western Break water 975.93 x 6 m
� Land Side Facilities
Sr
.
no
.
Proposed Facilities Description
1 Auction Hall (2 Nos.) - MFVs 76.5 m x 33 m (each)
Auction Hall (1 Nos.)-FRPs 35 m x 24 m
2 Net Mending Sheds (2 Nos.) 20.23 m x 10.23 m
(each)
3 Admin. Building 19 m x 9.50 m
4 Effluent Treatment Plant 33 m x 23.58 m
5 Boat repair Shop 9.73 m x 9.32 m
6 Security Cabin 6.5 m x 4.4 m
7 Radio Station 13.44 m x 10.46 m
8 Double lane Road 1533 x 18 m
Single lane Road 766 x 10 m
9 Gear shed (4 Nos) 24 m x 6.70 m (each)
10 Dormitory with toilet 24.45 m x 10.87 m
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11 Fisherman rest shed (2 Nos) 25.23 m x 8.46 m
(each)
12 Restaurant 25.3 m x 6.23 m
13 Boat Parking Area 153 m x 102 m
14 Public toilet block(2 Nos) 8.2 m x 8.2 m (each)
� Breakwaters are proposed for shore protection work considering the current and tide
and wave condition.
� The proposed project envisages construction of two breakwater viz. Southern-Eastern
Breakwater- 1051.84 m and Western Breakwater – 975.93 m.
� Quay requirement will be Landing quay- 118 m, Outfitting quay- 52 m, Repair quay- 36
m, Beach Landing- 60 m and Berthing Quay-780 m.
� The berth is wharf wall type structure consisting of precast blocks and deck slab.
� Facilities proposed in Harbour are three auction hall for MFVs & FRPs, Fish Net
Mending Shed, Area for fish storage and Ice plants, Area for 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.
� Dredging is required close to the shoreline to ensure all time berthing and landing of fish
catch. The total quantity of material to be dredged will be 18500 m3.The dredging and
other construction activities normally increase the turbidity levels in the water column.
Total area of 1,11,620 square meter needs to be reclaimed and about 5,48,700 m3 of
filling material will be required and proposed 18500 m3 of dredge material along with
remaining quantity of filling material from nearby existing quarries will be utilized.
� The dredging and other construction activities normally increase the turbidity levels in
the water column. The total quantity of material to be dredged is 18500 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.
� 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 harbour 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.
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� The marine ecological survey was conducted in February 2016 by Center of Advanced
Study ,Annamalai Univesity. The surface as well bottom water samples were collected
from 10 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.
� 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 CRZ- IB (4.18 square meter), CRZ III (2984.05 square meter) and
CRZ- IV A( 216533.64 square meter). The HTL /LTL Report prepared by Institute of
Remote Sensing (IRS) Anna University, Chennai. No mangroves or any other eco-
sensitive entity is present in the proposed project site.
� Total water requirement for the project will be 466.35 KL/day (Fresh water 306.2 KL/day
from GWIL, Sea Water 160.15 KL/day).
� Fresh water will be sourced through GWIL (Gujarat Water Infrastructure Ltd.) water
supply.
� The domestic wastewater generation will be 60 KL/day and it will be disposed off
through septic tank - soak pit and treated sewage through ETP / STP will be used for
green belt development.
� 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 128.12 KL/day and it will be treated in
the proposed ETP (Cap. 0.5 MLD) comprises of primary, secondary & tertiary treatment
units.
� Total 128.12 KL/day of treated waste water will be reused for cleaning of auction hall
premises (18.56 KL/day) and for fish washing (109.56 KL/day).
� Remaining 60 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) [52.08 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
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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 Navabandar Fishery Harbour would also
increase the traffic in the area. The measures recommended are construction vehicles
will comply with emission standards of CPCB, Idling of delivery trucks will be avoided &
Effective Traffic Management will be undertaken.
� For boat traffic, 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 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.
� The REIA report submitted by the project proponent covers the baseline data, prediction
and evaluation of impacts, environmental management plan etc.
Observations & Discussions:
Technical presentation made during the meeting by 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
modelling was carried out for predicting the Ground Level Concentration [GLC] of SPM, SO2 and NOx.
The GLC values show minimal increase due to the projected emission from the proposed project. Air
pollution modelling in the EIA report shows that the incremental concentration is quite low due to the
proposed project. The marine ecological survey was conducted from 13th to 15th February 2016. The
surface as well bottom water samples were collected from 10 locations. As per the marine ecological
survey, project area has moderate productivity and berthing area and has less and occasional
presence of Fish larvae. 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 behaviour 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 modelling and tranquillity studies carried out have
established that tranquillity conditions prevail at the harbour facility for most of the time in a calendar
year. The proposed breakwaters and the berth alignment in the harbour 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 total quantity of material to be dredged is 18500 m3.The dredging and other construction activities
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normally increase the turbidity levels in the water column. Total area of 1,11,620 square meter needs
to be reclaimed and about 5,48,700 m3 of filling material will be required and proposed 18500 m3 of
dredge material along with remaining quantity of filling material from nearby existing quarries will be
utilized. 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.
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 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.
27. SIA/GJ/MIS/19007/2017 The Commissioner of Fisheries, Fisheries Department, Gandhinagar, Government of Gujarat for the proposed Fishery Harbour (Madhwad) Village: Madhwad, Tal.: Kodinar, Dist.: Gir-Somnath.
Appraisal
Category of the unit: 7(e)
• This office has received an application vide online proposal no. SIA/GJ/MIS/19007/2017 dated
31/03/2017 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 05/08/2016 at Sagar
Bhuvan, Kharava Samaj Community hall, Village: Madhwad, Tal: Kodinar, Dist.: Gir-Somnath.
• PP has made proposal for amendment in Terms of Reference (TOR) vide their online proposal
no. SIA/GJ/MIS/18010/2017 dated 09/01/2017 with dated 09/01/2017 with regard to change in
the layout of the Fishery Harbour and submitted copy of revised DPR prepared by M/s
WAPCOS.
• PP was called for presentation on 17/02/2017 and amendment in ToR was accorded vide letter
no SEIAA/GUJ/EC/7(e)/83/2017 dated 18/02/2017.
Status of the project: New
Project / Activity Details:
Fish handling capacity of the proposed fishery harbor is 21,450 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 salient features of the project are as under:
� Fish handling capacity of the proposed fishery harbor is 21450 MT/Annum.
� Madhwad FH (Fishery Harbour) is designed for 569 Boats (136 Trawlers, 10 Gillnetters
& 423 OBM/IBM - FRP). It is need based on number of registered vessels and annual
fish catch.
� Area of proposed project is 29.32 ha [11.72 ha land side facilities & 17.6 ha for marine
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side facilities] and proposed Green belt area / Tree plantation area of 12244 Sq m.
� Estimated cost of the proposed project will be 115.76 Crores.
� Seaside activities/facility involves Northern & Southern Breakwaters of 976.88 m &
924.60 m respectively, Landing Quay, beach landing, berthing quay, repair quay,
outfitting Quay, dredging and reclamation and Design is approved by Central Institute of
Coastal Engineering for Fisheries (CICEF), Bangalore.
� The area is situated on the shore line of Arabian Sea at Madhwad. The soils in the
project area are loose silty sand or soft silty clay followed by medium dense to dense
clayey sand or stiff to hard silty clay in texture.
� Project area near to the existing fish Landing centre at Madhwad was selected and also
approved by CICEF for development of Madhwad FH.
� Sea Side Facilities
Sr
.
no
.
Proposed Facilities Description
1 Landing Quay - 01 126 m x 7 m
2 Idle Berthing Quay ( 01 Jetty ) 234 m x 7 m
3 Outfitting Quay - 01 36 m x 7 m
4 Repair Quay - 01 36 m x 7 m
5 Beach Landing 220 m
6 Northern Break water 976.88 m
7 Southern Break water 924.60 m
8 Road Above Northern Break water 976.88 x 6 m
9 Road Above Southern Break water 924.6 x 6 m
� Land Side Facilities
Sr
.
no
.
Proposed Facilities Description
1 Auction Hall (1 No.) – MFVs 35.23 m x 26.6 m
Auction Hall (1 No.)-FRPs 25.23 m x 18.8 m
2 Net Mending Sheds (2 Nos.) 20.23 m x 10.23 m
(each)
3 Admin. Building 19 m x 9.5 m
4 Effluent Treatment Plant 79 m x 20.8 m
5 Boat repair Shop 9.73 m x 9.32 m
6 Security Cabin 6.5 m x 4.4 m
7 Radio Station 13.44 m x 10.46 m
8 Double lane Road 1816 x 18 m
Single lane Road 574 x 10 m
9 Gear shed (4 Nos) 24 m x 6.70 m (each)
10 Dormitory with toilet 24.4 m x 10.8 m
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11 Fisherman rest shed 25.23 m x 8.46 m
12 Restaurant 25.3 m x 6.23 m
13 Sloping Hard 30 m x 60 m
14 Boat Parking area 48012 Sqm
15 Compound Wall 1294 m
16 Public toilet block (2 Nos) 8.2 m x 8.2 m (each)
� Breakwaters are proposed for shore protection work considering the current and tide
and wave condition.
� Maximum draft is of 2 meter and considering the low water level, siltation , size of boat ,
depth of basin etc , dredging of @ 1,38,800 m3 is envisaged. Dredging is required at
basin area nearer to the shoreline to ensure all time berthing and landing of fish catch.
� Ground level at fishery harbor site is proposed to be reclaimed +3.5 m near Quay and
reclamation is estimated to be @ 476500 m3.
� The dredging and other construction activities normally increase the turbidity levels in
the water column. The total quantity of material to be dredged is 138800 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.
� Total area of 1,46,590 m2 needs to be reclaimed and used for developing various
facilities. Total amount of 4,76,500 m3 of filling material will be required for project and
dredged material of 1,38,800 m3 , 3,37,700 m3 of earth working cutting at project site
and remaining will be brought from nearby existing quarries.
� 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 harbour 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 marine ecological survey was conducted from 16th to 17th February 2016. The
surface as well bottom water samples were collected from 10 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.
� There are no major faunal species observed in and around the project area and no
significant impact on marine ecology is anticipated due to reclamation of land.
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� 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 CRZ- IB, CRZ III and CRZ- IV A. 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 404 KL/day (Fresh water 190 KL/day from
GWIL, Sea Water 191 KL/day & Recycled treated waste water 213 KL/day).
� The generated wastewater of 213 KLD (60 KLD sewage + 153 KLD of washing water)
will be treated in the ETP and then reused for green belt area.
� 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 153 KL/day and it will be treated in the
proposed ETP (Cap. 0.5 MLD) comprises of primary, secondary & tertiary treatment
units. Total 153 KL/day of treated waste water will be reused for cleaning of auction hall
premises (90 KL/day) and for fish washing (63 KL/day).
� Remaining 60 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 0.43 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 (1.53 MT/Year) will be used
for green belt development area/ agriculture purpose.
� Fish waste (offal) [21.45 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 Madhwad Fishery Harbour would also
increase the traffic in the area. The measures recommended are construction vehicles
will comply with emission standards of CPCB, Idling of delivery trucks will be avoided &
Effective Traffic Management will be undertaken.
� For boat traffic, 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 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
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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.
� The REIA report submitted by the project proponent covers the baseline data, prediction
and evaluation of impacts, environmental management plan etc.
Observations & Discussions:
Technical presentation made during the meeting by 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 January 2016 to March 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). The maximum value of
PM10 and PM2.5 were 96.50 and 56.50 respectively, remains nearer to the permissible limit and PP
replied that it is due to traffic movement in the area. Software modeling was carried out for predicting
the Ground Level Concentration [GLC] of SPM, SO2 and NOx. The GLC values show 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. Detailed study of terrestrial as well as marine
ecology study (16th & 17th Feb 2016) has been carried out and marine water, sediment and biological
samples were collected from 10 different locations. While discussing about the CRZ clearance,
representatives of the project proponent informed that they 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.
28. SIA/GJ/MIS/18991/2016 M/s: En Cler Bio Medical Waste Pvt. Ltd. Plot No. 310/1 & 2, Phase-2, GIDC Vapi, Ta. Pardi, Dist. Valsad.
Appraisal
Category of the unit : 7(da)
• This office has received an application vide their online proposal no. SIA/GJ/MIS/16120/2016
dated 10/06/2016 regarding grant of Environmental Clearance.
• Project proponent has submitted EIA Report prepared by M/s: En-vision Environmental
Service.,Surat, based on the TOR issued by the SEIAA, Gujarat vide letter no.
SEIAA/GUJ/TOR/7(da)/748/2016 dated 29/12/2016.
Project status: New
Project / Activity Details:
This unit has proposed to set up a Common Bio-Medical Waste Treatment Facility (CBWTF) for
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collection, transportation & its management as per the Bio-Medical Waste Management Rules, 2016 as
amended. Proposed capacity of the project is tabulated as below:
Facility Capacity
Incinerator 150 Kg/hr each
Autoclave 125 kg/hr per cycle.
Shredder 200 Kg/ hr
Salient features of the project are as under:
Name of Project Common Bio-Medical Waste Treatment Facility
Category & Schedule Category 7(da) Common Bio Medical Treatment Facilities (
CBMWTF) as per notification dated 17th April, 2015
Total cost of Proposed
Project (Rs. in Crores)
Rs. 7.45 Crores [745.00 Lakhs]
Plot area ( sq. meter) 4271.00 Sq. m.
Green belt area ( sq.
meter)
1410.00 Sq. m.
Water
Source of Water
Supply
GIDC water supply
Water Consumption
(KL/ Day)
Water Consumption will be 12.50 KL/day.
(7.0 KL for Domestic & Gardening, 5.50 KL for Industrial).
Waste Water
Generation (KL/Day) &
Treatment facility
Industrial waste water generation will be 4.60 KL/day from Floor,
Vehicle & Equipment Washing, Autoclave. Primary and Tertiary
Effluent Treatment Plant.
Domestic waste water (1.8 KL/day) will be disposed off into soak pit
system.
Mode of Disposal &
Final meeting point
Zero Liquid Discharge (ZLD).
Air
No. of Boilers/ TFH/
Furnaces/ DG sets etc.
with capacities
Incinerator : 150 Kg/ hr
Autoclave : 125 kg/hr
Shredder : 200 kg/hr
DG set having capacity 150 KVA.
Fuel consumption
(MT/hr & MT/Day)
Natural gas - 60 SCM/hr ( For Incinerator)
Diesel (55 Lit./hr) ( For D.G. Set)
Process gas/Fugitive
emission details
There is no process gas emission from proposed facility.
Only source of point source pollution is the flue gas through
Incinerator stack and DG set stack. Emissions from point sources
may include gases (PM10, PM2.5, NOx, HCL, Hg, Total Dioxin and
Furan etc.) from Incineration and dust emissions etc.
APCM for process gas/
fugitive gaseous
emission details
Lime Reactor, Air cooled gas cooler, Sodium Carbonate injection,
Activated carbon injection system and Bag Filter will be provided as
APCM with the Incinerator with adequate stack height.
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Hazardous Waste Types of
Waste &
Category
Source of
Generation
Quantit
y
(Propo
sed)
Storage
Method
Method of
Disposal
Used oil
(5.1)
From Plant 100
Lit/yr.
Stored
into the
closed
container.
Used as
Lubricatn/
Authorised
reprocess
ors
ETP
Sludge
(35.3)
From ETP 3
MT/yr.
Will be
stored in
separate
area
Disposal
to
authorized
TSDF site.
Incinerat
or Ash
(37.2)
Incineration
of BMW,
111
MT/yr.
Stored as
per the
rule.
Disposal
to
authorized
TSDF site.
Sludge
salt
(37.3)
Reactor 5.5
MT/yr.
Stored as
per the
rule.
Disposal
to
authorized
TSDF site.
Treated
Bio
medical
Waste
Treatment
of
Biomedical
Waste
900.0
MT/M
Stored as
per the
rule.
Disposal
to
authorized
TSDF site
Sharp
Waste
Treatment
of
Biomedical
Waste
40 T/yr. Stored as
per the
rule.
Niddle
waste will
be
disposed
to in-
house
sharp pit.
• Since, the unit is located in the GIDC- Vapi, which is a notified industrial area; the public
consultation is not necessary as per paragraph 7(i) III (i) (b) of the Environment Impact
Assessment Notification-2006.
Observations & Discussions:
Technical presentation made during the meeting by project proponent. The project proponent along
with their experts/consultants attended the meeting of the SEAC held on 18/04/2017. During the
meeting, the project was appraised based on the information furnished in the EIA Report, details
presented before the committee. Technical presentation made during the meeting by project
proponent. During the meeting, guidelines published by Central Pollution Control Board (CPCB) for
Common Bio-Medical Waste Treatment Facility (CBWTF) were discussed in detail. EIA report reveals
that baseline environmental study was carried out during the month of November - 2016 to January -
2017 to determine the prevailing status of ambient air, land use, noise level topography, meteorology,
ecology & socioeconomic outline. Baseline ambient air quality was measured at five locations.
Monitoring was carried out for PM10, PM2.5, SO2, NOx, CO and VOC. The maximum concentrations
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of PM10, PM2.5, SO2, NOx, CO and VOC at each ambient air monitoring locations were compared
with NAAQS for industrial, residential, rural and other areas. All the parameters are well within the
NAAQS at six locations. Total VOC (as benzene) concentrations were below detectable limit (BDL) at
all locations. While discussing about the optional facility in case of non-operation of their facility, PP
assured that one CBWTF is operated by them only and they will tie up with them as optional facility, in
case of any emergency. During the meeting adequacy of APCM, management and handling of of
BMW, routes of the collection of BMW, type of vehicles and manpower related issues have been
discussed. Lime Reactor, Air cooled gas cooler, Sodium Carbonate injection, Activated carbon injection
system and Bag Filter will be provided as APCM with the Incinerator with adequate stack height. The
committee put emphasis on compliance of CPCB guidelines 2016 for siting and designing critereria for
Biomedical Waste Treatment Facility. After deliberation, It was unanimously decided to consider the
project for further consideration only after submission of the compliance of BMW Rules and Guidelines
2016.
29. SIA/GJ/THE/18824/2017 M/s: Bellfield Power Inception Pvt. Ltd. Survey No. 1413/1P, Vill. Naika, Ta. Dist. Kheda
Screening & Scoping
Category of the unit : 1(d)
• This office has received an application vide their online proposal no. SIA/GJ/THE/18824/2017
dated 15/03/2017 regarding grant of Environmental Clearance.
Project status: New
Project / Activity Details:
Bellfield Power Inception Private Limited (BPIPL) proposes to set up a new 23 MW power plant at
Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist: Kheda in
Gujarat.
The project falls under Category B of project activity 1(d) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed Project
(Rs. in Crores)
INR ~73.9 Crores
Total Plot area
( sq. meter)
16,844 m2 (76 Ha).
Green belt area,/Tree Plantation area
( sq. meter)
~ 5,665 m2 (33.6 %)
Water
Source of Water Supply
(GIDC, Bore well, Surface water etc...)
Water will be withdrawal from existing
bore wells (2 Nos.)
Water consumption (KL/day): 384 KLD
Category Existing
KL/Day
*Proposed
(Additional)
KL/day
*Total after
Expansion
KL/day
(D) Domestic 4 -
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(E) Gardening 20 -
(F) Industrial
Process - -
Washing - -
Boiler 100 -
Cooling 260 -
Others - -
Total (A+B+C)
*Ignore in case of New projects.
Waste water generation (KL/day): 137 KLD
Category Existing
KL/Day
*Proposed
(Additional)
KL/day
*Total after
Expansion
KL/day
(D) Domestic
(E) Gardening
(F) Industrial
Process
Washing
Boiler
Cooling
Others
Total Industrial waste
water
*Ignore in case of New projects.
Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
Effluent Treatment Plant (ETP) will be
provided. Capacities will be detailed out
in EIA study.
Mode of Disposal & Final meeting point Domestic: Sewage will be collected in
Septic Tanks and disposed in soak pits.
Industrial: Treated effluent will be fully
recycled and reutilized to achieve zero
liquid discharge.
Reuse/Recycle details (KL/day)
Recycle and reuse schemes will be
detailed out in EIA studies.
Air
No. of Boilers/TFH/Furnaces/DG sets etc.
with capacities viz. TPH, Kcal/hr, MT/hr,
KVA etc.
Boilers: 2 Nos, 55 TPH Capacity each.
DG Sets: 1.5 MW Capacity (for
Emergency Purpose only)
Fuel consumption
Solid Fuel: MT/Day
Gaseous Fuel: SCM/day
Liquid fuel: KL/day
Imported Coal (Indonesian): 365 MT/Day
Rise Husk: 200 MT/Day*
HSD: 9.6 KL/day
* Maximum blending ratio of coal to husk
shall be maintained to 70:30, as per the
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availability of Husk.
APCM for flue gas ESP & Adequate stack height provided
to boilers
Adequate stack height provided to DG
sets.
Process gas/Fugitive emission details i.e.
Type of pollutant gases (SO2, HCl, NH3, Cl2,
NOx etc.)
Volume Source:
SPM emission from coal & husk storage
yard is envisaged as volume source
emissions.
Line Source Emissions:
During construction phase, vehicular
emissions like CO & HC’s will be
generated.
During operation phase, vehicular
emissions due to transportation of raw
materials and local travel of employees
are envisaged.
APCM for process gas/fugitive gaseous
emission details
Not Applicable.
Hazardous waste
(as per the Hazardous and Other Wastes
(Management and Transboundary
Movement) Rules 2016.
Sr.
no.
Type/Name of
Hazardous
waste
Source of
generation
Category and
Schedule as
per HW
Rules.
Quantity
(MT/Annum)
Disposal Method
1 Used Oil DG Sets &
Power
Plant
utilities
5.1 1.5 Fully Reused.
Quantity of discarded containers must be in MT/Annum.
Membership details of CETP, TSDF,
CHWIF, Common MEE etc.
Membership certificate from cement
industry will be taken.
Details of Non-Hazardous waste & its
disposal
(MSW and others)
The fly ash (~21,000 TPA) shall be
pneumatically collected with the help of
dense phase pneumatic pumps to closed
storage silos and sold to brick
manufacturers and cement industry.
Bottom ash is partly recycled after
screening and balance will be sold to the
cement industry. No other hazardous
waste will be generated from proposed
power plant.
Observations & Discussions:
Technical presentation was made during the meeting by project proponent. The proposed power plant
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will mainly comprise of Boiler House consisting of AFBC Boilers, Steam Turbine, Alternator /
Generator, Fuel storage area, Utility Area consisting of cooling tower, compressors, ESP section, ETP
(RO & MEE) area & Fly ash & Hazardous waste storage area. The Imported Coal & Rice Husk will be
fed to furnace of the AFBC Boilers (2 x 55 TPH). The fuel mix (Ratio 70:30) will be fired in the furnace.
The saturated steam is generated in the Boiler drum and passed to the Primary, Secondary & In-bed
super heaters to get the superheated steam from the Boilers. The superheated steam is fed to the
Steam Turbine and it rotates the steam Turbine. The steam Turbine is coupled with Reduction gears
and Alternators. The power of 23 MW will be generated in the Alternators and distributed to the nearby
industries and textile units. Coal & husk will have the separate storage area. Fly ash & bottom ash
generated will be disposed off as per the fly ash notification. Plant will have no effluent discharge,
hence meeting Zero Liquid Discharge (ZLD) norms. Flue gas shall meet the statutory norms. Design of
ESPs will be as per the state government norms. After deliberation on various aspects the project
proponent was asked to include following additional TOR for the EIA study to be done covering 10 Km
radial distance from the boundary of the project site:
1. A tabular chart with index for point-wise compliance of below mentioned TORs.
2. Executive summary of the project – giving a prima facie idea of the objectives of the proposal, use
of resources, justification, etc. In addition, it should provide a compilation of EIA report, including
EMP and the post-project monitoring plan in brief.
3. Need for the proposed expansion shall be justified in detail.
4. Present land use pattern of the study area shall be given based on satellite imagery.
5. Location of the project site and nearest habitats with distances from the project site to be
demarcated on a toposheet (1: 50000 scale).
6. Topography details of the project area.
7. Geological features and geo-hydrological status of the study area.
8. Demarcation of proposed activities in lay out of the existing premises. Provision of continuous
unobstructed peripheral open path within the project area for unobstructed easy movement of the
emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.
9. Explore feasibilities to go for air cooled condensers instead of water cooled condensers in order to
reduce the raw water requirement.
10. Technical details of the proposed power plant along with details of strategy for implementation
reuse / recycle and other cleaner production options for reduction of wastes. Generation of waste
gases and utilization of waste heat have to be set out.
11. Details of the ETP units including its capacity, size of each unit, retention time and other technical
parameters.
12. Work out the complete reuse plan for treated wastewater within the premises and ensure that
there will be no discharge of waste water.
13. Application wise break-up of treated effluent quantity to be recycled / reused in various
applications like sprinkling on roads, coal storage yard and green belt development etc.
14. Assessment of source of the water supply with adequacy of the same to meet with the
requirements for the project. Copy of letter of permission obtained from the concerned authority for
supply of additional raw water for the proposed activities.
15. Detailed water balance (including reuse-recycle, if any) along with qualitative and quantitative
analysis of each waste stream to be generated from all sources including Boilers, Cooling Towers,
D.M. Plant etc. Details of methods to be adopted for the water conservation.
16. Details of the treatment facilities proposed for the effluent to be generated from the power plant
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including existing project. Details of the ETP units including its capacity (KL/day), size of each unit,
retention time and other technical parameters and details about up-gradation in the existing ETP
(if any proposed) to take care of the wastewater to be generated from the proposed activities.
17. 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
along with adequacy and efficacy report. The characteristic on which treatability is based shall also
be stated.
18. Site-specific meteorological data including temperature, relative humidity, hourly wind speed and
direction and rainfall shall be provided.
19. 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 10
km for all the concerned/identified VECs and likely impacts will have to be assessed for their
magnitude in order to identify mitigation measures.
20. 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.
21. Impact of the project on the AAQ of the area. Details of the model used and the input parameters
used for modelling should be provided. The air quality contours may be plotted on a location map
showing the location of project site, habitation, sensitive receptors, if any. The wind roses should
also be shown on this map. Air quality modelling to be carried out considering the partial and
complete failure of the ESP.
22. Quantity of the fuel requirement, its source and transportation, storage, handling and management
along with the environmental management to be adopted for this. Fuel analysis to be provided
(sulphur, ash content and heavy metals including Pb, Cr, As and Hg).
23. A confirmed fuel linkage along with the supportive documents of long term supply of coal for the
project requirements should be provided.
24. Specific details of (i) Details of the utilities required (ii) Quantity and characteristics of each fuel
along with analysis report and its source (iii) Flue gas emission rate from each utility (iv) Air
Pollution Control Measures proposed to each of the utility along with its adequacy.
25. Technical details of ESP proposed to be installed as air pollution control system along with its
adequacy, details of its operational controls with DCS, system for online monitoring of the
pollutants from the stack etc. Details of provisions to be kept in ESP to ensure that in any case the
air emission does not cross the GPCB norms including provision of standby field in the ESP,
preventive maintenance, failure / tripping control system, guarantee from the ESP supplier,
alternative arrangements in case of the failure / tripping of the ESP etc. ESP should be designed
to achieve GPCB norms at the outlet.
26. List of all the sources of fugitive emission. Detailed plan for prevention and control of fugitive
emission / dusting at each and every stage of fuel handling including unloading / loading at port,
transportation from port to plant, unloading / loading / stacking / conveyance / transfer at plant etc.
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Detailed specifications and schematic diagram of water sprinkling system including number of
sprinklers to be installed, pipe diameter and nozzle diameter of the sprinklers, quantity of water to
be consumed by sprinklers etc.
27. Impact on local transport infrastructure due to the project such as transportation of fuel, ash etc.
Base line status of the existing traffic, projected increase in truck traffic as a result of the project in
the present road network, impact on it due to the project activities, carrying capacity of the existing
roads and whether it is capable of handling the increased load. Arrangement for improving the
infrastructure like road etc. if any should be covered. Whether any additional infrastructure would
need to be constructed and the agency responsible for the same with time frame.
28. Details and time bound program for installation of online monitoring system in the existing as well
as proposed plants for monitoring of the pollutants from the stacks and process vents with a
software and an arrangement to reflect the online monitored data on the company's server, which
can be accessed by the GPCB on real time basis.
29. Provision of Continuous Ambient Air Quality Monitoring Station [CAAQMS] within premises, with
an arrangement to reflect monitored data on the company’s server, which can be accessed by the
GPCB on real time basis.
30. Details of measures proposed for the noise pollution abatement and its monitoring.
31. Details of management of the hazardous wastes to be generated from the project stating detail of
storage area for each type of waste, its handling, its utilization and disposal etc. How the manual
handling of the hazardous wastes will be minimized.
32. Detailed plan of ash evacuation, handling, storage and utilization should be provided. Undertaking
stating that ash pond shall not be constructed and it shall be stored in closed silos only should be
incorporated.
33. Details of seismic design aspects to be adhered to in the project.
34. Technical details of conveyor belts and mitigation measures to ensure that there will be no dust
emission from conveyor belts.
35. Details of proposed disposal of solid wastes that may generate due to spillage of materials.
36. Specific safety measures proposed at storage yard / warehouse and conveyor belts.
37. Details of fire fighting system including provision for flame detectors, temperature actuated heat
detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate
power system for fire fighting, details of qualified and trained fire personnel & their job
specifications, nearest fire station & time required to reach the proposed site. Submit line diagram
of the fire hydrant network.
38. Copy of membership certificate of Common Environmental Infrastructure like TSDF, if any taken,
should be incorporated.
39. Details of 100% fly ash utilization plan as per latest fly ash Utilization. Notification of GOI along
with firm agreements / MoU with contracting parties including other usages etc. shall be submitted.
The plan shall also include disposal method / mechanism of bottom ash.
40. A detailed EMP including the protection and mitigation measures for impact on human health and
environment as well as detailed monitoring plan and environmental management cell proposed for
implementation and monitoring of EMP. The EMP should also include the concept of waste-
minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource
conservation. Total capital cost and recurring cost/annum earmarked for environment pollution
control measures.
41. Occupational health impacts on the workers and mitigation measures proposed to avoid the
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human health hazards along with the personal protective equipment to be provided to the workers.
Provision of industrial hygienist and monitoring of the occupational injury to workers as well as
impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work
zone ambient air quality monitoring plan as per Gujarat Factories Rules.
42. Risk assessment including prediction of the worst-case scenario and maximum credible accident
scenario related to fire and explosion issues due to storage and use of fuel should be carried out.
The worst-case scenario should take into account the maximum inventory of storage at site at any
point in time. The risk contours should be plotted on the plant layout map clearly showing which of
the activities would be affected in case of an accident taking place. Based on the same, proposed
safeguard measures including On-Site / Off-Site emergency plan should be provided. Measures
to guard against fire hazards including details of automatic fire detection and control system &
detailed fire control plan showing hydrant pipeline network, provision of DG Sets, fire pumps,
jockey pump, toxic gas detectors etc. should also be provided.
43. Provisions for water supply, fuel (kerosene or cooking gas), lighting, sanitation etc. to the
construction work force so as to avoid felling of trees/mangroves and pollution of water and the
surroundings. Details of personal protective equipments to be provided to construction workers at
the site.
44. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,
manufacturing utility staff for safety related measures.
45. 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.
46. Detailed five year greenbelt development program including annual budget, types & number of
trees to be planted, area under green belt development [with map], budgetary outlay; along with
commitment of the management to carry out the tree plantation activities outside the premises at
appropriate places in the nearby areas and elsewhere.
47. Proposal for socio-economic development activities including community welfare program most
useful in the project area for the overall improvement of the environment. Submit a detailed plan
for social corporate responsibilities, with appropriate budgetary provisions for the next five years
and activities proposed to be carried out; specific to the current demographic status of the area.
48. Plan for compliance of the EP Rules and CREP guidelines for the proposed power plant.
49. Compliance status of the existing unit with respect to various conditions given in the
Environmental Clearance and CC&A orders obtained for the existing plants.
50. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure
notices etc. served by the GPCB to the existing unit in last three years and actions taken then after
for prevention of pollution.
51. Copy of Environmental Clearance obtained for the existing project and a certified report of the
status of compliance of the conditions stipulated in the environmental clearance for the existing
operation of the project by the Regional Office of the MoEF.
52. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in
last three years and measures proposed to be taken for avoiding reoccurrence of such accidents
in future.
53. Any litigation pending against the project and / or any direction / order passed by any Court of Law
against the project, if so, details thereof.
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54. Does the company have a well laid down Environment Policy approved by its Board of Directors?
If so, it may be detailed in the EIA report. Does the Environment Policy prescribe for standard
operating process / procedures to bring into focus any infringement / deviation / violation of the
environmental or forest norms / conditions ? If so, it may be detailed in the EIA.
55. What is the hierarchical system or administrative order of the company to deal with the
environmental issues and for ensuring compliance with the EC conditions. Details of this system
may be given.
56. Does the company have a system of reporting of non compliances / violations of environmental
norms to the Board of Directors of the company and / or shareholders or stakeholders at large?
This reporting mechanism should be detailed in the EIA Report.
57. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be
incorporated in the EIA Report.
58. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC
OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have
been complied with and the data submitted is factually correct as per the MoEF&CC OM dated
04/08/2009.
The above mentioned project specific TORs/additional TORs and the model TORs available in the
MoEF’s sector specific EIA Manual for ‘Thermal Power Plants’ 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. ToR will lapse after three years from date of issue.
• The period of validity could be extended for a maximum period of one year provided an application
is made by the applicant to the Regulatory Authority, at least three months before the expiry of
valid period together with an updated Form-I, based on proper justification and also
recommendation of the SEAC.
Additional Agenda
1. SIA/GJ/IND2/17966/2016 M/s. Aditya Meruchem Pvt. Ltd. (Unit II), Plot no.: 11 & 12, Tirth Industrial Park, Dholka Highway, Kamod Circle, Near Paldi, Kankaj Village, Dist. Ahmedabad
Reconsideration/ Scoping
Category of the unit : 5(f)
• M/s: Aditya Meruchem Pvt Ltd (Unit II), herein after Project Proponent (PP) has submitted
application for new project on date 17/01/2017.
• Proposal was considered for screening and scoping during SEAC meeting held on 08/02/2016.
• During the presentation, while asking about the exact quantity of water requirement and source of
fresh water, PP could not reply satisfactorily. After detailed discussion, it was decided to consider
the project for scoping in one of the upcoming meetings of SEAC only after submission of the
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following: (1) Exact water consumption quantity with specific source of fresh water. (2) 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.
• PP has submitted point wise reply of aforementioned details.
Project status: New
Project / Activity Details:
This is a new unit proposes the manufacturing of Synthetic organic chemicals as tabulated below:
Sr.
no.
Name of the Products
Quantity
(MT/Month)
01 COLISTIMETHATE SODIUM 0.600
02 TOBRAMYCIN SULFATE 0.600
03 VANVCOMYCIN
HYDROCHLORIDE
0.600
04 HYDROXOCOBALAMIN
ACETATE
0.800
05 ADENOSYLCOBALAMIN 0.400
06 NICORANDIL 0.800
07 HYDROXYZINE
HYDROCHLORIDE
2.000
08 MECOBALAMIN(METHYLC
OBALAMIN)
0.400
09 POLYMYXIN B SULFATE 0.400
10 BACITRACIN ZINC 0.400
11 ZINC CARNOSINE 2.000
TOTAL 9.000
12 TEXTILE EMULSION AND
AUXILIARIES
360.00
The project falls under Category B of project activity 5 (f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
Total cost of Proposed Project
(Rs. in Crores)
95 Lacs
Total Plot area
( sq. meter)
4200 Sq Meter
Green belt area,/Tree Plantation area
( sq. meter)
300 Sq Meter
Water
Source of Water Supply
(GIDC, Bore well, Surface water etc...)
DM Water will be purchased from
open market
Water consumption (KL/day)
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Sr No Category Water
Consumption in
KL/Day
1. Domestic Purpose 0.500
2. INDUSTRIAL
Process (Manufacturing of Bulk Drug) 06.50
Process (Textile Auxiliary) DM Water 17.50
Gardening 0.500
Total Wastewater Consumption (Industrial +
Domestic)
25.00
*Ignore in case of New projects.
Waste water generation (KL/day)
Sr No Category Water Consumption
in KL/Day
1. Domestic Purpose 0.400
2. INDUSTRIAL
Process (Manufacturing of Bulk Drug) 0.300
Process (Textile Auxiliary) DM Water NIL
Total Wastewater Generation (Industrial) 0.300
Total Sewage Generation 0.400
*Ignore in case of New projects.
Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
The industrial wastewater will be
evaporated through evaporation and
domestic sewage will be disposed
through soak pit. Hence there will be
no waste water discharge from plant
premises. We assure you that we will
maintain Zero Discharge
Mode of Disposal & Final meeting point
Domestic: Soak Pit
Industrial: Evaporated
Reuse/Recycle details (KL/day)
NIL
Air
No. of Boilers/TFH/Furnaces/DG sets etc. with
capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
Attached as Annexure I
Fuel consumption
Solid Fuel: MT/Day
Gaseous Fuel: SCM/day
Liquid fuel: KL/day
Attached as Annexure I
APCM for flue gas Attached as Annexure I
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Process gas/Fugitive emission details i.e. Type
of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
----
Annexure-I
They will use Diesel as fuel in Steam Boiler and we will provide adequate height of stack
of 11.00 meter. Adequate stack height of 8 m from ground level will be provided for DG
Set. There will no process gas emission from proposed project.
Sr
no
Stack
attached to
Stack height
in meter
Fuel Consumpti
on
APCM
1 Steam Boiler 11.00 Diesel 100
Liter/Day
Not applicable
2. D.G. Set –
125 KVA
5.00 Diesel 10.00 Liter
/Hour
Not applicable
APCM for process gas/fugitive gaseous
emission details
----
Hazardous waste
Sr.
No.
Type/Name of
Hazardous
waste
Source of
generation
Category and
Schedule as
per HW Rules.
Quantity
(MT/Annum)
Disposal
Method
1. Used Oil DG Set
and
machinery
5.1 0.02 MT Reuse
2. Empty
container
Plant 33.1 120 Number Sold to
actual
user
3. Evaporation
Residue
Evaporatio
n
35.3 0.010 Common
Facility
Quantity of discarded containers must be in MT/Annum.
Membership details of TSDF, CHWIF, Common
MEE etc.
Will in process to obtain
Details of Non-Hazardous waste & its disposal
(MSW and others)
Nil
Observations & Discussions:
Technical presentation was made during the meeting by project proponent. PP submitted that their DM
water requirement is @ 17.50 KLD, which will be procured from the market as a raw material. Hence,
total fresh water requirement will be 7.5 KL/day only. The source of the fresh water will be industrial
estate. PP has submitted 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.
After deliberation on various aspects the project proponent was asked to include following additional
TOR for the EIA study to be done covering 10 Km radial distance from the boundary of the project site:
1. A tabular chart with index for point-wise compliance of below mentioned TORs.
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2. Executive summary of the project – giving a prima facie idea of the objectives of the proposal,
use of resources, justification, etc. In addition, it should provide a compilation of EIA report,
including EMP and the post-project monitoring plan in brief.
3. Justification for selecting the proposed product and unit size.
4. Land Possession Documents of the proposed site.
5. Need for the proposed expansion should be justified in detail.
6. Demarcation of proposed expansion activities in lay out of the existing premises.
7. Exact details about additional infrastructural facilities, plant machineries etc. required for the
proposed expansion.
8. Project site specific details such as 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) National Park / Wild
Life Sanctuary (8) 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.
9. Legal Undertaking stating that unit is complying the three conditions [i.e. water consumption
less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the category of
MAH units as per the Management, Storage, Import of Hazardous Chemical Rules (MSIHC
Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated
25.06.2014.
10. 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.
11. Proposed monthly production of each grade of resin and product wise monthly consumption of
each raw material.
12. Manufacturing process along with chemical reactions, mass balance for each product.
13. Assessment of source of the water supply with adequacy of the same to meet with the
requirements for the project. Copy of permission letter obtained from the concern authority for
drawl of raw water.
14. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative
analysis of each waste stream to be generated.
15. 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.
16. Action plan for ‘Zero’ discharge of effluent shall be included.
17. Justification and technical details regarding “No generation of industrial effluent from any stage
of the proposed manufacturing activities”. Ensure that there will be no discharge of waste water
in any case. Submit legal undertaking in this regard.
18. Details of the collection cum reuse tank for waste water generated from the washing activity.
Feasibility report with characteristics of waste water for complete reuse in glue making process.
19. Explore the possibility of reuse / recycle and other cleaner production options for reduction of
wastes and to conserve fresh water.
20. Details of possibility of chemical seepage & consequent soil contamination & mitigation
measure proposed for the same for the proposed project.
21. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly
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wind speed and direction and rainfall should be incorporated.
22. 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.
23. 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.
24. Modeling indicating the likely impact on ambient air quality due to proposed activities. The
details of model used and input parameters used for modeling should be provided. The air
quality contours may be shown on location map clearly indicating the location of sensitive
receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should
also be indicated on the map. Impact due to vehicular movement shall also be included into the
prediction using suitable model. Results of Air dispersion modeling should be superimposed on
satellite Image / geographical area map.
25. 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.
26. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel to be used for
each utility (iii) Flue gas emission rate from each utility (iv) Air Pollution Control Measures
proposed to each of the utility along with its adequacy (v) List the sources of fugitive emission
along with its quantification and proposed measures to control it.
27. 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.
28. Details of measures proposed for noise pollution abatement & its monitoring.
29. 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?
30. Methodology of de-contamination and disposal of discarded containers and its record keeping.
31. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat
Factories Rules.
32. 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.
33. Detailed socio-economic development measures including community welfare program most
useful in the project area for the overall improvement of the environment.
34. A tabular chart for the issues raised and addressed during public hearing/consultation and
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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.
35. 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 GIDC area and elsewhere.
36. 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.
37. 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?
38. Details of the separate isolated storage area for chemicals. Details of fire extinguishers, flame
proof electrical fittings, DCP extinguishers and other safety measures proposed.
39. Specific safety details / provisions for various hazardous chemicals and detailed fire control
plan for flammable substances.
40. Details of possibilities of occupational health hazards from the proposed manufacturing
activities and proposed measures to prevent them.
41. 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.
42. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,
mfg utility staff for safety related measures.
43. Status of the existing Consent to Operate and Authorization accorded by the SPCB.
Compliance status of the existing unit with respect to various conditions of CC&A order
obtained from the Gujarat Pollution Control Board (GPCB).
44. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure
notices etc. served by the GPCB to the existing unit in last five years and actions taken then
after for prevention of pollution.
45. Status of any legal case/cases pending on the existing unit.
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. ToR will lapse after three years from date of issue.
• The period of validity could be extended for a maximum period of one year provided an application
is made by the applicant to the Regulatory Authority, at least three months before the expiry of
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valid period together with an updated Form-I, based on proper justification and also
recommendation of the SEAC.
2. SIA/GJ/IND2/17986/2016 M/s. ION Exchange (I) Ltd., Plot No. 5811-12-13, GIDC Estate, Ankleshwar, Dist-Bharuch
Reconsideration/ Scoping
Category of the unit : 5(f)
• M/s: ION Exchange (INDIA) Ltd., herein after Project Proponent (PP) has submitted online
application vide no. SIA/GJ/IND2/17986/2016 dated 06/01/2017.
• Proposal was considered for screening and scoping during SEAC meeting held on 09/02/2017.
• Technical presentation made during the meeting by project proponent. Committee deliberated
on MOEF&CC OM dated 25/11/2016 regarding consideration of projects for Environmental
Clearance based on Comprehensive Environmental Pollution Index (CEPI) – Lifting of
Moratorium in respect of industrial cluster / area of Vapi, Ankleshwar & Vatva. As the
moratorium has been lifted, Project proponent has applied to SEIAA, Gujarat for obtaining TOR.
During technical presentation, committee noted that proposal is for expansion. Additional waste
water generation of 150 KLPD is with existing of 600 KLPD (Total waste water of 750 KLPD is
proposed to discharge after treatment to NCTL. Considering to the additional increase in
hydraulic load as well as pollution load to the NCTL, committee asked PP to make zero
discharge for the proposed expansion, thereby recycling entire 150 KLPD of the additional
waste water to be generated due to expansion. Considering the above facts, it was
unanimously decided to consider the project for TOR/Scoping only after satisfactory submission
of the following: (1) Ensure that total quantity to be discharged into NCTL will be as per the
existing Consented quantity and no increase due to proposed expansion. (2) Existing and
proposed management for spent sulphuric acid. (3) Revised proposal considering above
mentioned changes/corrections with sound environmental management system.
• PP has submitted point wise reply vide their letter on 19/04/2017.
Project status: Expansion
Project / Activity Details:
This is an existing unit engaged in Synthetic Organic Chemicals and now proposed for expansion as
tabulated below:
Sr.
No.
Name of Products Existing quantity
as per CCA No.
AWH-56490 in
(M3/Month)
Proposed
quantity for
Expansion in
(M3/Month)
Total quantity
(M3/Month)
1. Resin-Anion 250 750 1000
2. Resin-Cation 1400 600 2000
By-Product
1. Sulphuric Acid (60-
70%) 350 250 600
The project falls under Category B of project activity 5 (f) as per the schedule of EIA Notification 2006.
Salient features of the project are as under:
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Sr.
no.
Particulars Details
1 Aerial distance of nearest residential area 3.5 KM Ankleshwar
2 Project Status
( New/ Expansion/Amendment)
Expansion
3 Product Details
i List of Products & By-Products
[Give CAS no.s of each Products & Raw materials]
Sr.
No.
Name of Products Existing quantity
as per CCA No.
AWH-56490 in
(M3/Month)
Proposed
quantity for
Expansion in
(M3/Month)
Total
quantity
(M3/Month)
1. Resin-Anion 250 750 1000
2. Resin-Cation 1400 600 2000
By-Product
1. Sulphuric Acid (60-
70%) 350 250 600
ii Name of Major Raw materials
(Product wise raw materials)
Attached as an Annexure-I
4 Total cost of Proposed Project
(Rs. in Crores)
Rs. 25 Crores
5 Total Plot area
( sq. meter)
46977 sq. mt.
6 Green belt area,/Tree Plantation area
( sq. meter)
8937 sq. mt.
7 Water
i
Source of Water Supply
(GIDC, Bore well, Surface water etc...)
GIDC
ii
Water consumption (KL/day)
Water Consumption Existing
Quantity
(KL/Day)
Proposed
Quantity
(KL /Day)
Total Quantity
(Proposed
Scenario)
(KL/Day)
i) Domestic
a) Domestic use 8 +4 12
b) Gardening 14 +16 30
ii) Industrial
a) Process 527 +38 565
b) Boiler + Cooling Tower 90 +70 160
c) General Washing 26 +5 31
Total (Industrial) 643 113 756
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Total(Domestic + Industrial) 665.0 +185 798.0
RO Permeate reuse for
Process 200.0 +190 390.0
iii Waste water generation (KL/day)
Waste Water Generation Existing
Quantity
(KL/Day)
Proposed
Quantity
(KL /Day)
Total Quantity
(Proposed
scenario)
(KL /Day)
i) Domestic
a) Domestic use 8 +4 12
b) Gardening 0 0 0
c) General Washing 24 +4 28
ii) Industrial
a) Process (Including Recycle
water) 723 +152 875
b) Boiler + Cooling Tower 53 +30 83
Total 800 +198 998
RO Reject-A 200 -30 170
Rest Recycle Stream treated
effluent for discharge-B 200 -100 100
Biostream treated effluent for
discharge-C 200 +130 330
Total Discharge in Final Outlet line
(A+B+C) 600 0 600
Note: Total Waste water generation will be 998 KL/Day. It will be sent to RO Plant and Bio
stream. 390 KL/ Day permeate water will be recovered and reuse in process. Rejected from
RO 170 KL/ Day, Recycle Stream 100 KL/Day and Bio stream 330 KL/Day will be sent to the
NCTL after treatment for final disposal. Water balance is given as Annexure-II.
iv Treatment facility with capacity
(ETP, CETP, MEE, STP etc).
RO: 560 KLD and CETP: 600
KLD
v Mode of Disposal & Final meeting point Domestic: Soak pit/Septic Tank
Industrial: CETP
vi Reuse/Recycle details (KL/day)
390 KLD of Recycled water
8 Air
i No. of Boilers/TFH/Furnaces/DG sets etc. with
capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.
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Sr.
No.
Stack
Attach
to
Stack
Height in
Meter
Diameter
in meter
Parameter Permissible Limit
As per Consent No. AWH· 56490
1. Boiler
(I to IV)
800 kg
30 0.45 Particulate
Matter
SO2
NOx
150 Mg/Nm3
100 ppm
50 ppm 2. Boiler
(V)
3tph
30 0.45
3. D.G Set-
200+437
.5 (2
Nos.)
09 (Each)
0.1 Particulate
Metter
SO2
NOx
150 Mg/Nm3
100 ppm
50 ppm
As per proposed expansion
There will be no change in Flue gas emission due to Proposed Scenario.
ii Fuel consumption
Solid Fuel: MT/Day
Gaseous Fuel: SCM/day
Liquid fuel: KL/day
Details of Fuel consumption is
attached as an Annexure-VI.
Sr.
No.
Name Existing as per
Consent
Quantity
Proposed
Quantity
Total
Quantity
Source
1. Natural Gas
for Boilers
202.5 M3/Hr. 47.5 M3/Hr 250.0 M3/Hr. GGCL
2. LDO as
Alternate
Fuel to
Boilers
0.025 Kl/Hr.(Only
When Natural
Gas not Available)
00 0.025
Kl/Hr.(Only
When Natural
Gas not
Available)
Local
market
3. Diesel For
DG Sets
0.135 Kl/Hr. 00 0.135 Kl/Hr. Local
market
4. Energy-
Electricity
900 KVA 700 KVA 1600 KVA DGVCL
iii APCM for flue gas --
iv Process gas/Fugitive emission details i.e. Type of
pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)
HCl, Cl2 and SO2
Sr.
No.
Stack
Attached to
Stack
Heigh
t in
meter
Diamete
r in
meter
APCM Parameter Permissible
Limit
As per Consent No. AWH· 56490
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1. HCl Process
Scrubber
27 0.1 Water
Scrubber
followed
by Alkali
scrubber
HCl
Cl2
20 Mg/Nm3
09 Mg/Nm3
2. SO2
Process
Scrubber
20 0.1 Caustic
Scrubber
SO2 40 Mg/Nm3
As per proposed expansion
There will be no change in Process emission due to Proposed Scenario.
v APCM for process gas/fugitive gaseous emission
details
Water Scrubber followed by Alkali
Scrubber and Caustic Scrubber
9 Hazardous waste
(as per the Hazardous and Other Wastes (Management and Transboundary Movement)
Rules 2016.
i Hazardous waste details are attached as an Annexure III
ii Membership details of CETP, TSDF, CHWIF,
Common MEE etc.
--
ii Details of Non-Hazardous waste & its disposal
(MSW and others)
--
Observations & Discussions:
Technical presentation was made during the meeting by project proponent. PP submitted that there will
be no increase in waste water due to proposed expansion. The total quantity to be discharged into
NCTL will be as per the existing consented quantity i.e. 600 KLD. Spent sulphuric acid will be sold to
actual end user having rule-9 permissions have applied for permissions. PP has submitted revised
FORM-1 with revised details.
Considering the above project details, after detailed discussion, the terms of reference (ToR) were
prescribed as below and as per Annexure-I for the EIA study to be done covering 10 Km radial
distance from the project boundary.
Action plan regarding no increase in waste water discharge quantity into NCTL even after additional
waste water generation after proposed expansion. Give reuse/recycle of waste water with complete
details. Ensure that your discharge quantity will remain unchanged i.e. as per the existing CC&A.
The TOR prescribed as above and as per Annexure – I and the model ToRs available in the MoEF’s
sector specific EIA Manual for ‘Synthetic Organic Chemical Industry’ shall be considered as generic
TORs for preparation of the EIA report in addition to all the relevant information as per the generic
structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on
receipt of the final EIA report.
Annexure – I
1. A tabular chart with index for point-wise compliance of below mentioned TORs.
2. Executive summary of the project – giving a prima facie idea of the objectives of the proposal, use
of resources, justification, etc. In addition, it should provide a compilation of EIA report, including
EMP and the post-project monitoring plan in brief.
3. Justification for selecting the proposed product and unit size.
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4. Land requirement for the project including its break up for various purposes, its availability and
optimization.
5. Land possession documents. Copy of NA order showing permission to use the project land for
industrial purpose. If located in GIDC, copy of plot holding certificate obtained from GIDC
Authority.
6. Location of the project site and nearest habitats with distances from the project site to be
demarcated on a toposheet (1: 50000 scale).
7. Topography details of the project area.
8. Geological features and geo-hydrological status of the study area.
9. In case of project located outside notified area: Legal Undertaking stating that unit is complying the
three conditions [i.e. water consumption less than 25 M3/day; Fuel consumption less than 25 TPD;
and not covered in the category of MAH units as per the Management, Storage, Import of
Hazardous Chemical Rules (MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006
vide SO 1599 (E) dated 25/06/2014.
10. Present land use pattern of the study area shall be given based on satellite imagery.
11. Layout plan of the factory premises clearly demarcating various units within the plant. Provision of
separate entry & exit and adequate margin all round the periphery for unobstructed easy
movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the
plant layout.
12. Technical details of the plant/s along with details on best available technologies (BAT), proposed
technology and reasons for selecting the same.
13. Product spectrum (Proposed products along with production Capacity) and processes.
14. Chemical name of each proposed product to be manufactured. Details on end use of each
product. (Provide CAS number of all the products & raw materials. In case of Dyes, CI number).
15. Details on raw materials, source and storage within the premises.
16. Details of complete manufacturing process / operations of each product along with chemical
reactions, process flow diagram describing each unit processes and unit operations along with
material balance, consumption of raw materials etc.
17. Details on strategy for the implementation of cleaner production activities.
18. Assessment of source of the water supply with adequacy of the same to meet with the
requirements for the project. Permission obtained from the concern authority for supply of raw
water.
19. Undertaking stating that no bore well shall be dug within the premises (If project is located within
the Industrial estate).
20. Details on water balance including quantity of effluent generated, recycled & reused. Details of
methods to be adopted for the water conservation.
21. Explore the possibilities for Zero Liquid Discharge (ZLD) or Efforts to minimize effluent discharge
and to maintain quality of receiving water body.
22. Segregation of waste streams, characterization and quality with specific treatment and disposal of
each stream including action plan for maximum recycle of treated waste water and minimum
discharge for effluent.
23. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic
flow diagram. Inlet, transitional and treated effluent qualities with specific efficiency of each
treatment unit in reduction in respect of all concerned/regulated environmental parameters. Inlet
effluent quality should be based on worst case scenario considering production of most polluting
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products that can be manufactured in the plant concurrently.
24. In case of discharge into GIDC drainage / Pipeline:
I. Copy of permission letter with quantity (KL/day) from the concern authority of drainage
network / pipeline with confirmation for spare capacity available to take additional effluent.
II. Characteristics of the combined effluent and treated water to be sent to Common pipeline
with reference to the MoEFCC/CPCB/GPCB discharge norms.
25. In case of waste water sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc. Details
of Common facilities including (1) Total capacity of the CF (2) Copy of CC&A of the CF. (3) Actual
load at present (Qualitative and Quantitative – KL per day) (4) Booked quantity & Spare capacity
of CF (5) Copies of XGN generated Inspection reports with analysis reports of the
water/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions issued by
GPCB in last 2 year and point wise compliance thereof. (6) Copies of Show- cause notices,
closure notices etc. served by the GPCB and its compliance (6) Recommendations and
suggestions of the last two Environment Audit reports of CETP and its compliance report. (7)
Common Facility Up gradation scheme, if any.
26. In case of Zero Liquid Discharge (ZLD) :
I. Action plan for ‘Zero’ discharge of effluent shall be included. Notarized undertaking for
assuring that underground drainage connection will not be taken in the unit.
II. Economical and technical viability of the effluent treatment system to achieve Zero
Liquid Discharge (ZLD).
III. Certification of adequacy of proposed ZLD scheme through credible institutes of
National repute.
IV. To estimate & monitor ground water quality & its contamination status, piezometer wells,
one on up gradient of the groundwater flow and other three on the down gradient side of
the ground water flow of the proposed project at different depth based on available
ground water depth shall be established and all the parameters mentioned in IS 10:500
for potable water standard shall be monitored.
27. In case of in-house MEE/Spray dryer for waste water treatment: Capacity of MEE/Spray dryer in
KL/hr. Technical details of MEE including evaporation capacity, steam required for evaporation,
adequacy of the proposed boiler to supply steam for evaporation in addition to the steam required
for the process etc. Techno-economical viability of the evaporation system. Control measures
proposed for the evaporation system in order to avoid/reduce gaseous emission/VOC from
evaporation of industrial effluent containing solvents & other chemicals.
28. Technical details of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (If any).
29. Undertaking stating that a separate electric meter will be provided for the waste water treatment
system viz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)
30. Economical and technical viability of the effluent treatment system.
31. Plans for management, collection and disposal of waste streams to be generated from spillage,
leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent
discharge during unforeseen circumstances.
32. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminium Chloride etc. within
premises to convert into valuable products instead of sending outside to actual end-users.
33. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly
wind speed and direction and rainfall should be incorporated.
34. Anticipated environmental impacts due to the proposed project/production may be evaluated for
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significance and based on corresponding likely impacts VECs (Valued Environmental
Components) may be identified. Baseline studies may be conducted within the study area for all
the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in
order to identify mitigation measures.
35. One complete season base line ambient air quality data (except monsoon season) to be given
along with the dates of monitoring. The parameters to be covered shall be in accordance with the
revised National Ambient Air Quality Standards (NAAQS) as well as project specific parameters
like NH3, HCl, CL2, HBr, VOC etc. Locations of the monitoring stations should be so decided so
as to take into consideration the pre-dominant downwind direction, population zone and sensitive
receptors. There should be at least one monitoring station in the upwind direction. There should
be at least one monitoring station in the pre dominant downwind direction at a location where
maximum ground level concentration is likely to occur.
36. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details
of model used and input parameters used for modeling should be provided. The air quality
contours may be shown on location map clearly indicating the location of sensitive receptors, if
any, and the habitation. The wind rose showing pre-dominant wind direction should also be
indicated on the map. Impact due to vehicular movement shall also be included into the prediction
using suitable model. Results of Air dispersion modeling should be superimposed on satellite
Image / geographical area map.
37. Base line status of the noise environment, impact of noise on present environment due to the
project and proposed measures for noise reduction including engineering controls.
38. Specific details of
a) Process gas emission from each unit process with its quantification.
b) Air pollution Control Measures (APCM) proposed for process gas emission. Adequacy of
the air pollution control measures (APCM) for process gas emission measures to
achieve the GPCB norms.
c) Details of the utilities required.
d) Type and quantity (MT/hr & MT/Day) of fuel to be used for each utility.
e) Flue gas emission rate emission from each utility.
f) Air Pollution Control Measures (APCM) proposed to each of the utility along with its
adequacy
g) List the project specific sources of fugitive emission along with its quantification and
proposed measures to control it.
h) Details on tail gas treatment.(If any)
39. Action plan for odour control to be submitted.
40. Management plan for solid/hazardous waste including storage, handling, utilization and safe
disposal as per the Hazardous and Other Wastes (Management and Transboundary Movement)
Rules 2016. CPCB guidelines in respect of specific treatment, such as solar evaporation,
incineration, etc., need to be followed. How the manual handling of the hazardous wastes will be
minimized. Methodology of de-contamination and disposal of discarded containers and its record
keeping.
41. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility
(CHWIF), MEE, Spray dryer etc.
42. Name and quantity of each type of solvents to be used for proposed production. Details of in-
house solvent recovery system including mass balance, solvent loss, recovery efficiency (%
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recovery), feasibility of reusing the recovered solvents etc. for each type of solvent.
43. Appropriate monitoring network has to be designed and proposed, to assess the possible residual
impacts on VECs.
44. A detailed EMP including the protection and mitigation measures for impact on human health and
environment as well as detailed monitoring plan and environmental management cell proposed for
implementation and monitoring of EMP. The EMP should also include the concept of waste-
minimization, recycle/reuse/recover techniques, energy conservation, and natural resource
conservation. Total capital cost and recurring cost/annum earmarked for environment pollution
control measures.
45. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting
monitoring.
46. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.
47. Occupational health impacts on the workers and mitigation measures proposed to avoid the
human health hazards along with the personal protective equipment to be provided. Provision of
industrial hygienist and monitoring of the occupational injury to workers as well as impact on the
workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient
air quality monitoring plan as per Gujarat Factories Rules.
48. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety
and health protection measures. Proposal for Leak Detection and Repair (LDAR) program as per
the CPCB guidelines.
49. Risk assessment including prediction of the worst-case scenario and maximum credible accident
scenarios should be carried out. The worst-case scenario should take into account the maximum
inventory of storage at site at any point of time. The risk contours should be plotted on the plant
layout map clearly showing which of the facilities would be affected in case of an accident taking
place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency
Plan should be provided.
50. MSDS of all the products and raw materials.
51. Details of hazardous characteristics and toxicity of raw materials and products to be handled and
the control measures proposed to ensure safety and avoid the human health impacts. This shall
include the details of Antidotes also.
52. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of
Construction (MoC) of major hazardous chemical storage tanks, dyke details, threshold storage
quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of
major hazardous chemicals, size of the biggest storage tank to be provided for each raw material
& product etc. How the manual handling of the hazardous chemicals will be minimized?
53. Details of the separate isolated storage area for flammable chemicals. Details of flame proof
electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control
plan for flammable substances and processes showing hydrant pipeline network, provision of DG
Sets, fire pumps, jockey pump, toxic gas detectors etc.
54. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,
manufacturing utility staff for safety related measures.
55. Detailed five year greenbelt development program including annual budget, planning schedule,
species, width of plantations, number of trees to be planted, area under green belt development
[with map], budgetary outlay etc. along with commitment of the management to carry out the tree
plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.
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56. Action plan for the greenbelt development – species, width of plantations, planning schedule, etc.,
in accordance to CPCB published guidelines.
57. Detailed socio-economic development measures including community welfare program most
useful in the project area for the overall improvement of the environment. Submit a detailed plan
for social corporate responsibilities, with appropriate budgetary provisions for the next five years
and activities proposed to be carried out; specific to the current demographic status of the area.
58. (a) Does the company have a well laid down Environment Policy approved by its Board of
Directors? If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe
for standard operating process / procedures to bring into focus any infringement / deviation /
violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.
59. What is the hierarchical system or administrative order of the company to deal with the
environmental issues and for ensuring compliance with the EC conditions. Details of this system
may be given.
60. Does the company have a system of reporting of non compliances / violations of environmental
norms to the Board of Directors of the company and / or shareholders or stakeholders at large?
This reporting mechanism should be detailed in the EIA Report.
61. Phase wise project implementation schedule with bar chart and time frame, in terms of site
development, infrastructure provision, EMS implementation etc.
62. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be
incorporated in the EIA Report.
63. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC
OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have
been complied with and the data submitted is factually correct as per the MoEF&CC OM dated
04/08/2009.
64. In case of Expansion of the project
a. Need for the proposed expansion should be justified in detail.
b. Adequacy of existing EMS (Environmental Management System).
c. Records of any legal breach of Environmental laws i.e. details of show- cause notices,
closure notices etc. served by the GPCB to the existing unit in last five years and actions
taken then after for prevention of pollution.
d. Copies of Environmental Clearances obtained for the existing plant, its point wise
compliance report.
e. Environmental audit reports for last 3 years and compliance of its
recommendations/Suggestions. (Include latest audit report and its compliance.)
f. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of
all the conditions stipulated therein.
g. Compliance of MoEFCC circulars vide No: J-11011/618/2010-IAII (I) dated 30/05/2012 and
J-11013/41/2006-IA-II(I) dated 20/10/2009.
h. Copies of XGN generated Inspection reports with analysis reports of the
water/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions
issued by GPCB in last 2 year and point wise compliance thereof.
65. In case of project is located in Ankleshwar-Panoli, Vatva-Narol & Vapi GIDC.
(A) Compliance of MOEFCC’s OM no. J-11013/5/2010-IA.II (I) dated 25/11/2016 regarding
lifting of moratorium on the consideration of projects for environmental clearance.
(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and Control of
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Pollution) act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETP.
a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of
prescribed standards under the various environmental laws.
b) Performance of CETP with respect to current hydraulic load & prescribed standards with
No Objection Certificate of CETP regarding incorporation of the proposed unit for
acceptance of waste water.
c) Performance of TSDF site with respect to current load & prescribed standards with No
Objection Certificate of TSDF site regarding incorporation of the proposed unit for
acceptance of hazardous waste to the common infrastructure.
d) Copies of quarterly action report taken for the above points submitted to the CPCB.
e) Report of GPCB which have conducted monitoring as per the said direction by CPCB
dated 31/03/2016.
Validity of ToR:
• The ToRs prescribed for the project will be valid for a period of three years for submission of EIA &
EMP report. ToR will lapse after three years from the date of issue.
• The period of validity could be extended for a maximum period of one year provided an application
is made by the applicant to the Regulatory Authority, at least three months before the expiry of
valid period together with an updated Form-I, based on proper justification and also
recommendation of the SEAC.
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. Shri Rajesh I Shah, Member, SEAC
5. Shri V. N. Patel, Member, SEAC.
6. Dr. V. K. Jain, Member, SEAC.
7. Dr. Mayuri Pandya, Member, SEAC.
8. Shri K. C. Mistry, Secretary, SEAC
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