Page 1 of 181 332 nd meeting of SEAC-Gujarat, Dated 18.04.2017 Page 1 of 181 Minutes of the 332 nd meeting of the State Level Expert Appraisal Committee held on 18/04/2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. The 332 nd meeting of the State Level Expert Appraisal Committee (SEAC) was held on 18 th 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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Page 1 of 181
332nd meeting of SEAC-Gujarat, Dated 18.04.2017
Page 1 of 181
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
• 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.
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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332nd meeting of SEAC-Gujarat, Dated 18.04.2017
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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
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
• 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
• 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
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
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
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
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
• 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
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
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
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
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