minutes of the 332nd meeting of the state level expert ...seiaa.gujarat.gov.in/seac minutes of the...

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332nd meeting of SEAC-Gujarat, Dated 18.04.2017

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Minutes of the 332nd meeting of the State Level Expert Appraisal Committee held on

18/04/2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 332nd meeting of the State Level Expert Appraisal Committee (SEAC) was held on 18th April,

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

attended the meeting:

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

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

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

4. Shri Rajesh I Shah, Member, SEAC.

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

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

7. Dr. Mayuri Pandya, Member, SEAC.

8. Shri K. C. Mistry, Secretary, SEAC

The agenda of TOR/Scoping/Category 8 (a) cases and Appraisal cases was taken up. Twenty five (25)

cases of TOR/Scoping and four (4) cases of appraisal were taken up. The applicants made

presentations on the activities to be carried out along with other details furnished in the Form-1 / Form-

1A, EIA report and other reports.

1 Sun Avenue One Survey Number 198/2, F.P. Number 653, TPS

Number 21, Vasna, Ahmedabad

Screening/scoping & appraisal.

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

Sr.

No.

Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/63159/2017]

2. Type of Project Commercial Project

3. Project / Activity

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

8 (a)

4. Name of the

project

Sun Avenue One

5. Name of

Developer

The Hill Plaza Co-operative Housing Society Ltd -Vibhag 2

6. Estimated

Project Cost (Rs.

In Crores)

50 Crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

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8. Project Details • Land / Plot Area (m2):5350

• FSI area (m2): 13,757.39

• Total BUA (m2):25,417.42

Permissible Proposed

FSI Area (m2) 14,445 13,757.39

Ground Coverage (m2) - 2363.70

Common Plot Area (m2) 535 535

Max. building height 70 m 45 m

9. Building Details • No. of Buildings:1

• No. of Blocks:1

• Scope of buildings/blocks: Commercial building- 2 level basement + ground floor +12 floor

• No. & type of Commercial Units: 68 shops +189 offices

• Details of amenities if any: No

10. No. of expected

residents / users

1400 occupants and 200 visitors

11. Water & waste

water details

during

construction

phase

• Water requirement (KL/day): 21.75

• Source of water: water tankers

• Waste water generation quantity (KL/day): 5.73

• Mode of disposal: septic tank

• Details of reuse of water, if any: No

12. Water & waste

water details

during operation

phase

• Fresh water requirement (KL/day):68.18

• Source of water: water supply from Ahmedabad Municipal Corporation (AMC)

• Waste water generation quantity (KL/day):52.8

• Mode of disposal: Into underground drainage line of Ahmedabad Municipal Corporation (AMC).

13. Status of water

supply and

drainage line

Available at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 1400 1400 Will be

completely

used in

development

of landscape

area /

greenbelt

Other

excavated

earth

26,600 12,600 m3 will

be used for

back filling

and raising

plinth level.

Balance earth

will be used in

other project

Construction 250 150 m3 will be Balance

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debris used for

development

of internal

road.

debris will be

handed over

to AMC

Steel scrap 10 0 Sold to

vendors

Discarded

packing

materials

8 0 Sold to

vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 184 White bins Sold to

vendors

Wet waste 276 Green Bins Municipal bins

• Details of segregation if to be done: yes

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

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

15. Parking Details • Total parking area requirement for the project as per GDCR: 6,878.69 m2

• Parking area requirement for Commercial units as per GDCR :6,878.69 m2

• Total number of CPS requirement for the project as per NBC :551

• Number of CPS requirement for commercial units as per NBC:551

• Total Parking area provided (m2) & No. of ECS: 17,677.8 & 564 ECS

• Parking area provided in basement (m2) & No. of ECS: 7929.87 & 247 ECS

• Parking area provided in hollow plinth (m2) & No. of ECS: 1082.06 &32 ECS

• Parking area provided as open surface (m2) & No. of ECS:736 &38 ECS

• Parking area provided as mechanical parking in basement (m2) & No. of ECS: 7929.87 & 247 ECS, Mechanical parking in basement

16. Traffic

Management

• Width of adjacent public roads: 30 m and 12 m wide road

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

• Width of Entry & Exit provided on approach road/s:6 m entry and 7.5 m exit

• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3.5 m

• Width of all internal roads: minimum 6.0 m

17. Details of Green

Building

measures

Maximum use of natural lighting through architectural design, energy

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

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

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proposed. solar lighting in open and landscape areas- 18 numbers of solar lights,

roof-top thermal insulation, water meters, rain water harvesting &

ground water recharge through 2 nos. of percolating wells etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply: Maximum demand: 1250 KVA Connected load: 1500 KVA

• Source: Torrent Power Limited % of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables, solar lights etc.

• Compliance of the ECBC guidelines (Yes / No),if yes, compliance in tabular form: only roof area

• DG Sets: No. and capacity of the DG sets:125 KVA

Fuel & its quantity: HSD, 25 litre/hr

19. Fire and Life

Safety Measures

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

• During operation phase: Fire extinguishers, hose reel, manually operated electric fire alarm system, wet riser, automatic sprinkler system in basement, refuge area, underground static water storage tank-200 KL capacity, terrace tank -40 KL capacity (total capacity), pump near underground static water storage tank (fire pump) with minimum Pressure of 3.5 kg/cm2 at terrace level etc.

20. Details on staircase

Type & no.

of buildings

No. of

floors

Floor area

m2

No. of

staircase

Width of the

staircase

(m)

Travel

distance

(m)

Commercial 2B + G/HP

+ 12 978.71 2 2.0 24

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 21 m

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

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

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

22. Green area

details

• Tree covered area (m2) :200

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

• Lawn covered area (m2):196.78

• Total Green Area (m2):546.78

• Green Area % of plot area: 10%

• No. of trees and species to be planted: 81 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control

measures

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

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

24.

Budgetary

allocation for

Environmental

Management

Plan

Allocation of Rs. 13 lacs & Rs.9 lacs as capital cost & recurring cost

respectively has been made for EMP & EMS including green belt

development, rain water harvesting / ground water recharge, solid

waste management, sewage treatment & management etc.

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(Rs. in lacs)

25. Details of

ecofriendly

building

materials

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

RMC, lead free paints etc.

26. Details of

amenities to be

provided to

construction

workers.

Sanitation facilities, maintaining hygienic condition at the project site to

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

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

Construction Workers Rules.

27. 28. Documents related to land possession

Copy of village form no. 7 & 12 & F Form submitted by them show

that the land is in the name of M/s Hill Plaza Co. Op. Ho. Soc. Ltd.

During the meeting held on 18/04/2017, the perspective view of the building was presented and it was

mentioned that maximum efforts will be taken to maintain the U value of the materials being used on

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

& ventilation will be provided in basement through open to sky area in common plot & open ducts.

Provision of mechanical ventilation system designed to provide 12 air changes per hour in normal

condition & 30 air changes per hour in case of emergency like fire, CO sensors associated with the

exhaust fans whose speed level will be automatically maintained as per the CO concentration levels,

ductless jet nozzle fan system to push & pull the air in the car park area etc. will be provided in the

basements. Limited traffic survey was carried out on 24 m wide road in both the directions which shows

that the road having total carrying capacity of 2800 PCU/hr will be adequate enough to cater the total

traffic load of 940 PCU/hr. It is proposed to provide flameproof electrical fittings including cables / wires.

Basement with 3.8 m height will be provided to accommodate mechanical parking. They have submitted

an undertaking stating that no any kind of manufacturing activity shall be allowed in the commercial units

of the proposed project and they will not sold / allot any commercial unit for storage of chemicals,

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

detailed discussion, it was decided to recommend the project to SEIAA Gujarat for granting Environment

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

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

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

Project Specific Conditions with which Environment Clearance is recommended:

SPECIFIC CONDITION:

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

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

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

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

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

CONSTRUCTION PHASE :

WATER:

4. Fresh water requirement during the construction phase shall be 21.75 KL/day and it shall be met

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

phase.

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

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pit system.

OPERATION PHASE:

WATER:

6. Water requirement during the operation phase shall be 68.18 KL/day and it shall be met through

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

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

maintained.

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

converted into the recharge well.

8. Sewage generation during the operational phase shall be 52.80 KL/day and it shall be discharged

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

9. Rain water harvesting from rooftop and paved areas and ground water recharge through 2 nos. of

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

treatment must be done to remove suspended matter

AIR:

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

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

generator set to mitigate the impact of noise.

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

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

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

standards..

SOLID WASTE:

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

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

provisions made by the Ahmedabad Municipal Corporation (AMC).

SAFETY:

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

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

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

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

riser, automatic sprinkler system in basement, refuge area, underground static water storage tank-

200 KL capacity, terrace tank -40 KL capacity (total capacity) etc.shall be provided as proposed.

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

preferably at opposite ends.

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

of CO in the area.

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

operation of exhaust fans as CO concentration levels.

PARKING / TRAFFIC CONGESTION:

19. Minimum parking space of 17,677.8 m2 [7929.87 m2 in basement + 736 m2 as open surface parking

+ 1082.06 m2 as Hollow plinth parking +7929.87 m2 as mechanical parking in basement] shall be

provided as proposed.

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

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

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

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

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

be visible from the at least 50 meter distance.

ENERGY CONSERVATION:

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

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

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

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

as proposed.

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

the Audit Report shall be implemented with spirit.

GREEN BELT:

24. Green belt area of 546.78 m2 comprising of 200 m2 tree covered area shall be developed as

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

vegetation of indigenous tree species.

OTHER CONDITION:

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

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

later & spirit.

2 Jay Ambe Township 293-294/P329-334, at Manpura, Near Vitthalpur cross road, Mandal, Ahmedabad.


The project proponent did not remain present during the meeting.

3 Building construction project by M/s Vaibhav Enterprise.

Survey No: 36, Village: Tavara, Dist: Bharuch Screening/scoping & appraisal.


Sr. No. Particulars Details


2. Type of Project Residential & Commercial


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

8(a)

4. Name of the

project

Residential & Commercial building construction project.

5. Name of Developer M/s. Vaibhav Enterprise

6. Estimated Project

Cost (Rs. In

Crores)

25 Crore

7. Whether

construction work

has been initiated

at site? If yes,

details thereof

No.

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8. Project Details • Land / Plot Area (m2): 9,700.0

• FSI area (m2): 20,360.15

• Total BUA (m2): 28,785.24


FSI Area (m2) 20,370.0 20,360.15

Ground Coverage (m2) 2,619.42

Common Plot Area (m2) 926.13 926.33

Max. building height (m) -- 42.80

9. Building Details • No. of Buildings: 4 Nos.

• No. of Blocks: 4

• Scope of buildings/blocks: 3 residential buildings – Basement

+Hollow plinth +13 floors, 1 building – Basement + Ground floor

+ 4 floors.

• No. & Size of Residential Units: 156 Nos.

• No. & type of Commercial Units: 92 Nos. of Shops


10. No. of expected

residents / users

886 nos. residential users

11. Water & waste

water details during

construction phase


• Source of water: Local water tankers


• Mode of disposal: disposed through onsite septic tank and soak

pit

• Details of reuse of water, if any: washing water of construction

equipments will be reused for curing.

12. Water & waste


operation phase

• Total water requirement (KL/day): 107.0

• Fresh water requirement (KL/day): 48.0

• Source of water: Water supply from BAUDA


• Mode of disposal: Sewage to be generated will be treated in the

proposed onsite STP. Treated sewage will be reused for

gardening and flushing purpose within premises and remaining

quantity of treated sewage will be discharged into the

underground drainage line of BAUDA.

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

• STP Technology: MBBR Type

• Purposes for treated water utilization: Gardening & Flushing

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

2.5, 2. Flushing (KL/day): 56.5

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

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

Sewage to be generated will be treated in the proposed onsite

STP. Treated sewage will be reused for gardening and flushing

purpose within premises and remaining quantity of treated

sewage will be discharged into the underground drainage line of

BAUDA.

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• Mode of disposal: As above.

13. Status of water

supply and

drainage line

Drainage line & water supply line of BAUDA will be available to the

project.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of

Disposal / Reuse

Top Soil 14,829 14,829 Excavated

surplus earth

and construction

debris will be

refilled at low

lying areas in the

project premises

and top soil will

be used for

development of

greenbelt.

Other

excavated

earth

Construction

debris

24 24

Steel scrap 2.8 MT 2.04 MT Will be sold to

recycler

Discarded

packing

materials

1 MT -- Will be sold to

recycler

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of

Disposal /

Reuse

Dry waste 476 Will be

collected in the

bins to be

provided to

each unit.

The non bio

degradable

wastes will be

sold to

recyclers and

the bio

degradable

wastes will be

collected and

disposed

through

composting

process.

Wet waste

STP Sludge whatsoever Reused as manure in gardening

and irrigation

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

generated will be segregated into biodegradable and non-

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biodegradable wastes and collected in separate bins.

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

premises: 140 liter each; 15 nos. of bins;

• Disposal: The non-biodegradable wastes will be sold to recyclers

and the biodegradable wastes will be collected and treated

through composting process.

• Landfill site where waste will be ultimately disposed by local

authority: at the nearest waste collection point of BAUDA

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

4,066.62 m2

• Parking area requirement for residential units as per GDCR:

2,041.42 m2

• Parking area requirement for commercial units as per GDCR:

2,025.20 m2

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

291 nos.

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

156 nos.

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

135 nos.

• Total Parking area provided (m2) & No. of ECS: 8,287.05 m2,

297 nos.

• Parking area provided in basement (m2) & No. of ECS: 4,446.28

m2, 139 nos.

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

1,138.38 m2, 41 nos.

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

2,702.39 m2, 117 nos.

16. Traffic

Management

• Width of adjacent public roads: 30 m wide road

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

• Width of Entry & Exit provided on approach road/s: 9.0 m & 6 m

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

access of fire tender (excluding the width for the plantation): 4 m

• Width of all internal roads: 9.0 m, 7.5 m, 3.0 m


Building measures

proposed.

Maximum utilization of natural light, CFL & LED lighting fixtures in

common areas, use of solar energy in landscape lighting, rain water

harvesting & ground water recharge, provision of STP & reuse of

treated sewage for gardening & flushing purpose within premises

etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply

Maximum demand: 1000 KW

Connected load: --

• Source: D.G.V.C.L

• Energy saving measures: Maximum utilization of natural light,

CFL & LED lighting fixtures in common areas, use of solar

energy in landscape lighting etc.

• DG Sets

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No. and capacity of the DG sets- 1 x 60 KVA

Fuel & its quantity: Diesel & 10 lit/hr.

19. Fire and Life Safety

Measures

• Fire extinguishers & hose reel at each floor, wet riser opening at

each floor, automatic sprinkler system in basement, manually

operated electric fire alarm system, underground water tank of 75

KL capacity for each building, terrace water tank of 20 KL on each

building block etc.


Name of

Building

Type &

no. of

buildings

No. of

floors

Floor

area

No. of

staircas

e

Width of the

staircase (m)

Travel

distance (m)

A Single B+G+13 415.87 01 2.00 <30

B,C Single B+G+13 316.40 01 2.00 <30

C1 Single B+G+4 1366.70 02 1.53 <30

21. Rain Water

Harvesting

(RWH)

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

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

• No. and depth of percolations wells : 8 nos.

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

22. Green area details • Tree covered area (m2) : 412.0

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

covered area

• Lawn covered area (m2): 218.10

• Total Green Area (m2): 630.10

• Green Area % of plot area: 6.8 %

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

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

23.

Budgetary

allocation for

Environmental

Management Plan

(Rs. in lacs)

Sr. No.

Description Capital Cost (Rs. In Lacs)

1 Landscaping 15 Lacs

2 Groundwater Recharge Structure

12 Lacs

3 Solar Energy Utilization 5 lacs

4 Energy Efficient Lighting 3 lacs

5 Solid Waste Management 4 lacs

6 Monitoring of Air, Water, Noise & Soil

0.75 lacs

7 Sewage Treatment Plant 12 Lacs

Total 41.75 Lacs

24. Proposed dust

control measures

during the

construction phase

Vertical curtails, water sprinkling, covering the building materials

with the tarpaulin sheet etc.

25. Eco friendly

building material

usage details.

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

used.

26. Amenities for the Sanitation facility, drinking water & tap water, soak pit for domestic

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construction

workers.

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

PPEs etc.

27. Documents related

to land possession.

Village form no. 7 submitted by them show that the land for

residential & commercial use in the name of M/s Vaibhav Enterprise

through its partners.

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

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

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

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

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



WATER:



phase.


pit system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 107.0 KL/day, out of which 48.0 KL/day

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

Development Authority (BAUDA). Remaining water requirement of 59.0 KL/day for flushing and

gardening purpose shall be met by reuse of treated sewage from the proposed onsite STP. No

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

records shall be maintained.

4. The sewage generation during the operation phase shall be 95 KL/day, which shall be treated in the

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

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

5. Treated sewage conforming to GPCB norms shall be reused for gardening & flushing purpose within

premises at the maximum extent possible and only remaining quantity of treated sewage shall be

discharged into underground drainage line of BAUDA.

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

flushing and gardening purpose and quantity of treated sewage discharged into the drainage line

etc. shall be maintained and furnished to the GPCB from time to time.

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

sewage for flushing.

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

into the recharge well.



treatment must be done to remove suspended matter.

AIR:


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standards.

SOLID WASTE:


material shall be sold to vendors, bio degradable waste shall be treated in the proposed onsite OWC

to convert into the manure whereas other garbage shall be disposed off properly as per the

provisions made by the Bharuch Ankleshwar Urban Development Authority (BAUDA).

SAFETY:


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

having floor area more than 500 m2 on each floor.

15. Fire fighting facilities like fire extinguishers & hose reel at each floor, wet riser opening at each floor,

automatic sprinkler system in basement, manually operated electric fire alarm system, underground

water tank of 75 KL capacity for each building, terrace water tank of 20 KL on each building block

etc. shall be provided as proposed.




of CO in the area.




19. Minimum Parking space of 8,287.05 m2 [1,138.38 m2 in hollow plinth + 4,446.28 m2 in basement +

2,702.39 m2 as open surface parking] shall be provided as proposed.


20. Energy conservation measures viz. maximum utilization of natural light, CFL & LED lighting fixtures

in common areas, use of solar energy in landscape lighting etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 630.0 m2 comprising of 412.0 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit.

4. Shyam Kutir R.S.No.13/A/P, Naroda Kathwada road, Hanspura Naroda, Ahmedabad.


The project proponent along with their expert/consultants attended the meeting and requested to

consider the project in of the upcoming meetings of SEAC. The request was considered by the

committee and it was decided to take up the project in the meeting of SEAC to be held on 19/04/2017.

5. GMERS Medical College & Civil Hospital

Survey/Block No. 286/P-2, Nanakwada, Halar Road, Valsad

Appraisal.

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

13/04/2016. The project proponent along with their expert / consultants attended the SEAC meeting held

on 13/04/2016 and made presentation before the committee. During the meeting of SEAC held on

13/04/2016, it was presented that they have already started baseline study from March-2016 and

requested to allow them to use the same for preparation of the EIA report. The request was considered

by the committee. After detailed discussion, the project proponent was asked to prepare EIA report

incorporating the Terms of Reference prescribed during the meeting and to carry out the EIA study

covering 5 Km radial distance from the project boundary.

The project proponent, vide proposal no.SIA/GJ/NCP/18903/2016 dated 20/03/2017, submitted EIA

report prepared by M/s. En-Vision Environmental Services.

During the meeting, the project was appraised based on based on the details furnished in the EIA report

& facts presented before the committee.

Salient features of the project are as under:

S.N

o.

Particulars Details

1. Proposal is for [SIA/GJ/NCP/18903/2016]

2. Type of Project Civil Hospital & Medical College.

3. Project / Activity No.

[8(a) or 8(b)] 8(b)

4. Name of the project GMERS Medical College and Civil Hospital, Valsad

5. Name of Developer Project Implementation Unit Zone-7, Valsad Civil Hospital Campus,

Halar Road, Nanakwada, Dist. Valsad - 396001, Gujarat.


Cost (Rs. In Crores) Rs. 497.0 Cr

7. Whether construction

work has been

initiated at site? If yes,

details thereof

---

8. Project Details • Land / Plot Area (m2): 1,36,770.0

• FSI area (m2): 1,72,757.99

• Total BUA (m2): 2,04,941.26


FSI Area (m2) 2,33,876.70 1,72,757.99

Ground Coverage (m2) 36,927.90 31,305.79

Common Plot Area (m2) 13,677.00 13,677.00

Max. building height (m) 40.0 36.0

9. Building Details No./type of Buildings:24

Details & scope of the buildings as well as number of units are as per

the table A below.

10. No. of expected

residents / users

Users Number of Users

Beds 300

Patient 750

OPD & Staff 380

Occupant in Staff Quarters 1065

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Other Staff 94

Students 862

Occupant in hostel (Boys and Girls) 1066

Visitors 1044

11. Water & waste water

details during

construction phase


• Source of water: water supply from Valsad Nagarpalika.


• Mode of disposal: Into temporary septic tank and soak pits.

• Details of reuse of water, if any: ---


details during

operation phase



• Source of water: water supply from Valsad Nagarpalika



proposed onsite STP. Treated sewage will be reused for gardening

& flushing purposes within premises and only remaining quantity of

treated sewage will be discharged into the drainage line of Valsad

Nagarpalika.

• In case of STP provision, capacity of STP: 700 KL/day

• Purposes for treated sewage utilization: Flushing & Gardening

• Quantity of treated water to be reused:

1.Gardening(KL/day): 50.0

2. Flushing (KL/day): 219.0


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

Sewage to be generated will be treated in the proposed onsite STP.

Treated sewage will be reused for gardening & flushing purposes

within premises and only remaining quantity of treated sewage will

be discharged into the drainage line of Valsad Nagarpalika.

• Mode of disposal: as above.

13. Status of water supply

and drainage line

Water supply connection & drainage connection of Valsad Nagarpalika

is available to the project.

14. Solid waste

Management

Construction Phase:

Type of waste Generation

(m3)

Quantity to be

reused (m3)

Mode of Disposal /

Reuse

Top Soil 10,000 10,000 Landscaping

development.

Other

excavated

earth

94,000 94,000 Leveling of the site,

internal roads, etc.

Construction

debris

3,000 - Will be used for

internal road

development.

Steel scrap 450 - Will be Sold to

scrap dealer

Discarded 250 - Will be Sold to

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packing

materials

vendor.

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste 490.7 Will be collected

in bins

Solid waste will be

suitably disposed

off through door to

door waste

collection &

disposal facilities

by Valsad

Nagarpalika.

Wet waste 1071.8 Will be collected

in bins

-do-

Biomedical

waste

300.0 Will be

segregated at

source by

providing

appropriate

colour coded

bins / containers

as per the

Biomedical

Waste

Management

Rules 2016.

BMW will be

disposed through

the nearest

Common

Biomedical Waste

Treatment Facility.

STP sludge Will be used as manure within premises.

• Details of segregation if to be done: BMW will be segregated at

source by providing appropriate colour coded bins / containers as

per the provisions of the Bio-Medical Waste (Management &

Handling) Rules.

• Capacity and no. of community bins to be placed within premises: 90

Nos. 20 kg each.


authority: Municipal solid waste will be finally disposed at the nearby

MSW collection point of Valsad Nagarpalika.


25,913.70 m2.

• Parking area requirement as per GDCR for (specify in case of any

other): College & Hospital: 25,913.70 m2

• Total number of CPS requirement for the project as per NBC: 845

Nos.

• Number of CPS requirement as per NBC for proposed medical

college & hospital: 845 CPS.

• Total Parking area provided (m2) & No. of CPS: 28,353.88 m2 for

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1185.

• Parking area provided in hollow plinth (m2) & No. of CPS: 6,003.00

m2 for 214 CPS.

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

22,350.88 m2 & 971 CPS.

16. Traffic Management • Width of adjacent public roads: 10 m.

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

provided.

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

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

of fire tender (excluding the width for the plantation): 6 m

• Width of all internal roads:7.5 – 12 m


Building measures

proposed.

Low-VOC emitting and refurbished or bio-harvested renewable material

content for flooring, provision of local exhaust ventilation to areas where

indoor air pollutant build-up can be a problem, on-site rainwater

harvesting & ground water recharging systems, light transmitting

panels, green belt development (12.00% of total plot area), provision of

STP & reuse of treated sewage within premises, solar energy will be

harnessed to meet the energy requirement for hot water & street

lighting etc.

18. Energy Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 2000 KVA

Connected load: 2000 KVA

• Source: DGVCL (Dakshin Gujarat Vij Co. Limited)

• Energy saving measures: All internal common area lighting system is

proposed to have high efficiency lamps (T5/T8)/CFL.

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

tabular form: Yes

Section

No.

Requirement Compliance

7.2 Lighting controls occupancy/ time switch

Parking area lighting will be controlled through switch with alternate switching.

7.2.1.4 Exterior lighting to be photo sensor or time switch

External lighting will be controlled through timer.

7.3 Interior lighting power to be within specified limits

All light in common open area will be ceiling mounted. It illuminates the required area only.

7.4 Exterior lighting power to be within specified limits

All lights will be with bracket or arm, so no extra light will be cross boundary limit.

8.2.1.1 Maximum allowable power lose from transformer

Shall be used energy efficient transformers as per ECBC Norms.

8.2.2 Energy efficient motors For the common area, all motor will be energy efficient as per ECBC.

8.2.3 Power factor be maintained between 0.95 and unity

We will use capacitor bank for common areas load to maintain power factor.

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8.2.5 Power distribution system losses to be maintained less than 1%.

We will consider low watt loss type MCB in all distribution system.

• DG Sets:

No. and capacity of the DG sets: 2 x 750 KVA.

Fuel & its quantity: Diesel, 50 lit/hr in case of emergency only.


Measures

• Valsad Fire Station, at approximate 2.3 Km travel distance from the

project site which takes 15 minutes to reach the site.

• Fire fighting measures to be provided during operation phase of the

project: Two No. of underground fire water storage tanks each of 100

KL capacity, fire extinguishers, manually operated fire alarm system,

hose reel, smoke detectors, overhead tanks of 25 KL capacity, sand

buckets, automatic sprinkler etc.


Please refer Table A

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 5.0 to 7.0 m

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

• No. and depth of percolations wells: 35 nos. & 40 m

• Details on Pre-treatment facilities: Sand Filter will be used to remove

suspended pollutants from the rainwater. After filtration, water will be

recharged using percolation pit, filled with pebbles or brick and river

sand and covered with perforated concrete slabs. Depth of recharge

pit will be designed according to water table of the area.

22. Green area details • Tree covered area (m2): 2,735.40 sq.m

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

• Lawn covered area (m2): 13,677.00 sq.m

• Total Green Area (m2): 16,412.40 sq.m

• Green Area % of plot area: 12 %

• No. of trees and species to be planted: 860 trees of 14 local species.

23. Budgetary allocation

for Environmental

Management Plan

(Rs. in lacs)

Budget allocation of Rs. 121.3 lacs & Rs. 32.0 lacs as capital cost &

recurring cost respectively will be used for waste water management,

solid waste management, greenbelt development etc.

24. Proposed dust control measures during the construction phase

Water sprinkling on loose top soil, all the construction materials will be

stored in covered structures/areas, cement bags will be separately

stored under covered bales, sand will be stacked under tarpaulin cover,

well planned internal roads etc.

25. Eco friendly building material usage details.

Fly ash brick/AAC block, lead free paints, Aluminum windows and bagasse based particle board in doors etc.

26. Basic amenities to be provided to construction workers.

Wash rooms, rest rooms, drinking water etc.

27. Documents related to land possession.

Village form no. 7 submitted shows that the land is in the name of

GMERS.

28. Details of EIA report • EIA report prepared by M/s. En-Vision Environmental Services

• Study period:16 March 2016 to 15 June 2016.

• Study area: 5 km radial area from the boundary of the project site.

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• Environmental attributes considered for EIA study: Air, water (surface

& ground water), noise, land, biological environment, socio-economic

study etc.

• Observations: Baseline ambient air quality in terms of PM10, PM2.5,

SOx, NOx & CO was well within the NAAQM standards. Ambient noise

level was monitored at 8 locations and was found well within the

Noise quality standards published by CPCB except at one location

during day time.

• Details of Environment Management Plan has been mentioned in

chapter 10 of the EIA report.

Table A

Sr.

No. Building Name

Built-Up

Area Details

(sq.m.)

FSI (sq.m.)

Ground

Coverage

(Sq.m.)

Building

Details Building Height

A EXISTING BUILDINGS

1 Old civil Hospital

( Block -1) 5533.14 4822.62 1480.25 G +3

Height 7.8 m,7

stairs of 2.1 m, 3

escalators

2 Trauma Centre –

(Block -2) 3206.45 2821.676 641.29 G+ 4

Height 15.4 m

1 stairs of 1.7 m

3 Old Staff

Quarter

A 285.00 250.80 142.50 G+1 Height 6.0 m

1 stair of 1.5m

B 347.00 305.36 173.50 G+1 Height 6.0 m

1 stair of 1.5m

C 321.00 282.48 160.50 G+1 Height 6.0 m

1 stair of 1.5m

D 61.00 61.00 61.00 G only Height 3.0 m

4 PIU Office 340.48 280.5792 159.42 G+1 Heght 9.9 m,

1 stairs 1.55m

5 Nursing College

(School) 4535.79 3940.64 2206.00 G+1

Height 6 m

Internal

stair

6 Boys Hostel for

Nursing (16 boys) 632.04 540.32 614.00 G only

Height 4.52 m,

1 stair of 1.5 m

7 Girls Hostel for

Nursing (96 girls) 2634.32 2276.56 1318.00 G +1

Height 6 m,

Internal stair

8 Auditorium for

Nursing College 1236.00 1087.68 618.00 G+1

Height 6 m,

Internal stair

Total Existing(A) 19,132.22 16,669.72 7,574.46

B PROPOSE BUILDING

1 New Hospital

Building 70883.61 62261.74 8059.39

B+G+ 8

floor

Height 31.2 m,

8 stairs, 11 lift

2 New College

Building 35460.40 30729.60 4365.00 G+7

Height 21 m,

4 stairs, 7

elevators

3 New Staff Quarter

(50 sq.mt -64 unit) 6216.74 4752.00 675.00 G+8

Height 30 m,

2 stairs of 1.6 m,

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4 lift

4

New Staff Quarter

(100 sq.mt -94

unit)

18589.16 14403.84 2046.00 G+8

Height 30 m,

2 stairs of 1.5 m,

4 lift

5

New Staff Quarter

(200 sq.mt -32

unit)

10343.54 8025.60 1140.00 G+8 Height 30 m,

2 stairs, 2 lift

6 New Boys Hostel

(345 boys) 10795.30 8330.78 1071.00 G+11

Height 36 m, 4

stairs of 1.15 m, 4

lift

7 New Girls Hostel

(345 Girls) 10795.30 8330.78 1071.00 G+11

Height 36 m,

4 stairs of 1.15 m,

4 lift

8

New Resident

Hostel (120

Student)

6157.45 4752.00 675.00 G+8 Height 30 m,

2 stairs, 2 lift

9

New Interns

Hostel

(144 Student)

7416.33 6437.20 665.00 G+10 Height 34 m,

2 stairs, 2 lift

10 Neighborhood

Centre 1408.20 1200.69 682.21 G+1

Height 6.6 m,

2 stairs of 1m

11

Medical

Superintendent

Bungalows

357.30 329.37 204.71 G+1 Height 9 m,

1stairs of 1 m

12 Dean Bungalows 357.30 329.37 204.71 G+1 Height 9 m,

1 stairs of 1 m

13 Autopsy Block 620.00 620.00 620.00 G only Height 5.15 m,

14 Animal House 220.00 220.00 220.00 G only Height 5.15 m

15 Pre-fabricated

Structure (Nurse) 3075.00 2706.00 1025.00 G +2

Height 11.7

2 stair of 1.2 m

16 Radiology 3113.41 2659.30 1007.31 G+2 Height 11.7 m,

2 stairs of 1.2

Total Proposed (B) 1,85,809.04 1,56,088.27 23,731.33

Total Existing(A) 19,132.22 16,669.72 7,574.46

Total Proposed (B) 1,85,809.04 1,56,088.27 23,731.33

Grand Total(A+B) 2,04,941.26 1,72,757.99 31,305.79

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

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


the meeting of SEAC held on 09/09/2015 for Township & Area Development projects falling under

project activity no. 8(b) as per the schedule of the EIA Notification 2006:



WATER:


through the water supply from Valsad Nagarpalika. No ground water shall be tapped during the

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construction phase.

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

system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 667.0 KL/day, out of which fresh water

requirement of 398.0 KL/day shall be met through water supply system of Gujarat Water Supply and

Sewerage Board and Valsad Nagarpalika and the remaining 269.0 KL/day of water requirement shall

be met through treated sewage. No ground water shall be tapped during the operation phase.

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

4. Sewage generation during operation phase shall be 525.0 KL/day which shall be treated in the

proposed onsite Sewage Treatment Plant.

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

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

conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing dual

plumbing system. Only remaining quantity of treated sewage shall be disposed off through drainage

line of Valsad Nagarpalika.

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

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

furnished to the GPCB from time to time.



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

into the recharge well upon completion of the construction work.


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


AIR:

10. D. G. sets (2 × 750 KVA) proposed as backup power shall be of enclosed type and confirm to




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

standards.

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

proposed D.G.sets.

BIOMEDICAL / HAZARDOUS / MUNICIPAL SOLID WASTE :

13. The project must strictly comply with the rules and regulations with regards to handling and disposal

of biomedical waste in accordance with the Bio-Medical Waste Management Rules, 2016, as may be

amended from time to time. Authorization from the GPCB must be obtained for collection / treatment

/ storage / disposal of bio-medical wastes.

14. Bio-medical waste shall be segregated into different colour coded containers/bags at the point of

generation in accordance with Schedule I of the Bio-Medical Waste Management Rules, 2016, prior

to its storage, transportation, treatment and disposal. The containers shall be labeled according to

Schedule IV of the Bio-Medical Waste Management Rules, 2016. Bio-medical wastes shall not be

mixed with other wastes in any case.

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15. No untreated bio-medical waste shall be kept stored beyond a period of 48 hours.

16. Bio-medical waste shall be handled without any adverse effect to human health and the environment

and it shall be sent to the Common Bio-medical Waste Treatment Facility (CBMWTF) for its disposal.

17. Records related to the generation, collection, reception, storage, transportation, treatment, disposal

and any form of handling of bio-medical waste shall be maintained in accordance with the Bio-

Medical Waste Management Rules, 2016 as amended from time to time.

18. Training shall be imparted to the hospital staff at regular intervals for segregation, treatment and

disposal of bio-medical wastes.

19. The project must strictly comply with the rules and regulations with regards to handling and disposal

of hazardous waste in accordance with the Hazardous Waste (Management, Handling and

Transboundary) Rules 2008. Authorization from the GPCB must be obtained for collection / treatment

/ storage / disposal of hazardous wastes.

20. The municipal solid wastes shall be properly collected and segregated at source.

21. Recyclable solid waste [paper, cartons, plastic, polythene bags, glass etc.] shall be sold to the scrap

vendors.

22. Non-recyclable municipal solid waste shall be transferred to the nearest designated waste collection

point for its disposal through the Valsad Nagarpalika.

23. STP sludge shall be used as soil conditioner. Left over quantity, if any, shall be disposed off as per

the provisions made by the Valsad Nagarpalika.

24. Ion exchange resin shall be sent back for regeneration or disposed off at a TSDF site.

25. Discarded Containers /Carboys and Used/Lubricating Oil shall be sold to the authorized recyclers.

26. The unit shall obtain necessary permission from the Common Bio-medical Waste Treatment Facility

(CBMWTF) and TSDF operator for disposal of Bio-Medical Waste and hazardous solid wastes

respectively.

SAFETY:

27. Fire fighting facilities like two nos. of underground fire water storage tanks each of 100 KL capacity,

fire extinguishers, manually operated fire alarm system, hose reel, smoke detectors, overhead tanks

of 25 KL capacity, sand buckets, automatic sprinkler sytstem etc. shall be provided as proposed.

. Adequate number of staircases and lifts shall open out at ground level for emergency evacuation.


29. Minimum Parking space of 28,353.88 m2 [6,003.00 m2 in hollow plinth + 22,350.88 m2 as open

surface parking] shall be provided as proposed.





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

visible from the at least 50 meter distance.


32. Energy conservation measures viz. low-VOC emitting and refurbished or bio-harvested renewable

material content for flooring, provision of local exhaust ventilation to areas where indoor air pollutant

build-up can be a problem, light transmitting panels, solar energy will be harnessed to meet the

energy requirement for hot water & street lighting etc. shall be implemented as proposed.



GREEN BELT:

34. Green belt area of 16,412.40 m2 comprising of 2,735.40 m2 tree covered area shall be developed as

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OTHER CONDITION:



later & spirit.

6. Shivdhara Residency B.No.353,357, O.P.no.43 & 47, F.P.No.43 & 47, T.P.S.No.25 (Mota Varachha), Varachha, Surat.



Sr.

No.

Particulars Details


2. Type of Project Residential


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


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


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


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

12. Water & waste

water details

during

operation

phase






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,



• 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.


13 Status of water

supply and

drainage line

Both drainage and water supply lines are existing at site.

14 Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil 2,066.00 1,000.00

Excavated top soil

will be utilized for

greenbelt

development

and back filling.

31,113.23 m3 of

excess soil will be

utilized at other

project site after

obtaining necessary

permission, if any..

Other

excavated

earth

37,311.23 6,198.00

will be used

for back

filing &

plinth filing

within

premises.

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Construction

debris

15kg/day Nil Sold off to recyclers

Steel scrap 15kg/day

Discarded

packing

materials

6kg/day

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal

/ Reuse

Dry waste 623 kg/day Into bins to be

provided

within

premises.

Disposal through

door to door

waste collection

system of SMC.

Wet waste 500 kg/day

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

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

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

15 Parking Details • Total parking area requirement for the project as per GDCR: 6,923.72 m²

• Parking area requirement for residential units as per GDCR: 6,923.72 m²

• Total number of CPS requirement for the project as per NBC : 624

• Total Parking area provided (m²) & No. of CPS:18,332.25 m² and 627 CPS

• Parking area provided in basement (m² ) & No. of CPS: 10,976.86 m² and 343 CPS

• Parking area provided in hollow plinth (m² ) & No. of CPS: 4,639.38 m² and 166 CPS

• Parking area provided on surface (m² ) & No. of CPS: 2,716.01 m² and 118 CPS

16 Traffic

Management

• Width of adjacent public roads:12 m, 18m and 12 m wide TP road

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

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

• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation): 6.0 m

• Width of all internal roads:7.5 m

17 Details of

Green Building

measures

proposed.

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

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

pipeline, rain water harvesting & ground water recharge, maximum

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

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

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

use of aerated blocks, rain water harvesting through ground water

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

18 Energy

Requirement,

Source and

Conservation

• Power supply: Maximum demand:3120 KW

Connected load:3200 KW

Source: Torrent Power

• Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated blocks etc.

• DG Sets: No. and capacity of the DG sets:8 and 60 KVA

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

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

emergency

19 Fire and Life

Safety

Measures

During the construction phase: Fire extinguishers at various locations

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

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

on safety aspects, first aid box at identified places within premise, doctor

& ambulance services, provision of PPE’s like helmet, gumboot/safety

net, safety goggles etc.

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

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

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

underground water tank of 100 KL, smoke detectors etc.

Nearest fire station: MotaVarachha fire station.

Distance from project site: 3.0 Km.

20 Details on staircase

Type & no.

of buildings

No. of floors Floor

area

No. of

staircase

Width of the

staircase

Travel distance

(m)

A1 & A2 B+HP+12 413.14 1 1.52 m Less than 15 m

B1 to B4 B+HP+12 336.75 1 1.52 m Less than 15 m

C1 to C6 B+HP+13 257.42 1 1.52 m Less than 15 m

21 Rain Water

Harvesting

(RWH)

• Level of the Ground water table:12 m

• No. & dimensions of RWH tank(s) :-

• No. and depth of percolations wells :6

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

22 Green area

details

• Tree covered area (m²) :1,200

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

• Lawn covered area (m²):800

• Total Green Area (m²):2,000

• Green Area % of plot area:10.0%

• No. of trees and species to be planted:400

23

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Green belt development : 50 Lacs

Sewage management and rain water harvesting: 50 lacs

Solar and energy saving: 45 lacs

Total: 145 Lacs

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Page 27 of 181

24 Proposed dust

control

measures

during the

construction

phase

Loading & Transportation in covered Trucks, Covered shed provided for

cement unloading activity, Temporarily Wind Screen around project site

will be constructed, Sprinkling of water on roads and in vicinity of storage

area.

25 Eco friendly

building

material usage

details.

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

Concrete), lead free paints etc.

26 Facilities to be

provided to the

construction

workers

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

medicines, doctor service, PPE’s etc.

27 Document

related to Land

possession

Copy of village form no. 7/12 submitted by them show that the land is in

the name of applicant & others. Notarized consent of the other land

owners has been submitted. Copy of application made for obtaining NA

permission has been submitted.

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

consider the project only after submission of the following:

1. Design drawing of the dual plumbing system to be provided for using treated sewage for flushing

purpose.

7. Hindustan Textile Market

Block No:23/2, O.P No: 23/2, F.P.No. 43. T.P.S.No.:33 (Dumbhal), Dumbhal, Surat



Sr.

No.

Particulars Details

1. Proposal is for New project [SIA/GJ/NCP/63175/2017]

2. Type of Project Commercial project


[8(a) or 8(b)]

8(a)

4. Name of Project Hindustan Textile Market-HTM

5. Name of Developer Himmatbhai H. Patel


Cost (Rs. in Crores)

10 Crores.

7. Whether

construction work

initiated at site? If

yes, details thereof

No

of 181


Page 28 of 181

8. Project Details • Land/Plot Area (m2): 6,270

• FSI area (m2): 21,644.10

• Total BUA (m2): 36,991.10


FSI Area (m2) 23,188.36 21,644.10

Ground Coverage (m2) 2,918.36 2873.10


Max. building height (m) --- 49.62

9. Building Details • No. of Buildings: 1


• Scope of buildings/blocks: 2 level basement + ground floor + 8 floors.

• No. & size of Residential Units: ---

• No. & type of Commercial Units: 318 Shops

• Details of amenities if any: ---

10. No. of expected

residents / users

792 persons


details during

construction phase


• Source of water: Bore well water


• Mode of disposal: Temporary septic tank & soak pit

• Details of reuse of water, if any: Nil


details during

operation phase


• Source of water: Water supply from Surat Municipal Corporation (SMC)


• Mode of disposal: Into drainage line of Surat Municipal Corporation (SMC).

13. Status of water

supply and drainage

line

SMC will provide water supply & drainage line.

14. Solid waste

Management

Construction Phase:

Generati

on (m3)

Quantity

to be

reused

(m3)

Mode of Disposal / Reuse

Top Soil 1,603.24 850

753.24

It will be reused for tree

plantation

Surplus will be supplied to

garden department of SMC.

Other

excavated

earth

48,898.7

8

3,000

45,898.78

It will be reused in

development of internal road.

Surplus will be supplied to

SMC for road development.

We will reuse construction

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Page 29 of 181

debris in footing & foundation.

Constructi

on debris

0.5 0.5 Used in column, Footing and

foundation

Steel

Scrap

0.3

0.3 Used in column, Footing and

foundation

Discarded

packing

materials

Cement

& Plastic

Bags

Cement bag partly reuse in

curing purpose & partly Sale

out in open market while

plastic bag sale out to the

registered recycler or vendor

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste &

Wet waste

317

Into bins to be

provided to

each shop.

Final disposal

through the agency

appointed by SMC.

• Details of segregation if to be done: No

• Capacity and no. of community bins to be placed within premises: 18 bins having volume 1.7 m3

• Authority / agency involved in waste disposal : SMC

• Landfill site where waste will be ultimately disposed by local authority: at Khojod disposal site.


7,081.08 m2

• Parking area requirement for Commercial units as per GDCR:

7,081.08 m2

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

432CPS

• Number of CPS requirement for commercial units as per NBC: 432

CPS

• Total Parking area provided (m2) & No. of CPS: 15,426.80 m2 & 496

ECS

• Parking area provided in basement (m2) & No. of CPS: 9,351.61 m2

& 292 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS:916.46 m2

& 33 CPS

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

space margin: 781.05 m2 & 34 CPS.

• Parking area provided as mechanical parking in basement (m2) &

No. of CPS: 4,377.68 m2 & 149 CPS.

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Page 30 of 181

16. Traffic Management • Width of adjacent / approach road: 60 m & 15 m.

• No. of Entry and Exit: 2 gates including entry into basement.

• Width of internal roads: 6 m & 9 m

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

of fire tender: 4 m

17. Green building

features including

measures for

conservation of

water & energy, use

of eco-friendly

building materials,

etc.

Use of autoclave aerated blocks, RMC, aerated type water taps, solar

based street lighting, LED lightings fixtures and low voltage lightings in

common areas, maximum use of natural ventilation & natural light, use

of energy saving electrical appliances i.e. 5 star rating and inverter

system, rain water harvesting & ground water recharge etc.

18. Energy requirement,

source and

conservation

• Power supply-Connected load: Maximum demand 1000 KVA

• Source: DGVCL

• % of saving with calculation: 25% saving by using CFL, LED, solar based street lighting & Star rated energy efficient electronic appliances.

• DG Set: No. of D.G.Sets: 2 x 50 KVA

Fuel & it quantity: HSD-50 lit/hour


Measures

Underground fire water storage tank of 200 KL, overhead tank of 25

KL, 2 nos. of CO2 type fire extinguishers (4.5 kg capacity) & 2 nos. of

DCP type fire extinguishers (5 kg capacity) on each floor, 2 nos. of

DCP type fire extinguishers of 50 kg capacity near electric panel, fire

alarm call points with sounders on each floor, automatic sprinkler

system in basement, hose reel, fire hydrant, wet riser etc. will be

provided as fire fighting facilities.


Type & no. of

buildings No. of floors

Floor

area

No. of

staircase

Width of the

staircase

Travel

distance (m)

1 Building 2 B + G.F. + 8

Floors

2,494.40 4 2.0 <30

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 30 feet in monsoon 45 feet in summer

• No. & dimensions of RWH tank(s):

• No. and depth of percolations wells: 2 nos.

22. Green area details • Tree covered area (m2): 458.18

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




• No. of trees to be planted: 60 trees.

23. Dust control

measures

Spraying of water, peripheral barricading, covered shed for cement

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


for Environmental

Management Plan

Budget allocation of rupees 10 lacs for rain water harvesting & tree

plantation.

of 181


Page 31 of 181

(Rs. in lacs)

25. Details of eco-

friendly building

materials



26. Facilities to

construction workers

Sanitation & drinking water facilities, welfare facilities as per Gujarat

building & other construction workers rules & regulations


to land possession

Village form no. 7 & 12 & copy of index from sub registrar’s office

submitted by them show that the agricultural land is in the name of

applicant & his wife. Application made for obtaining NA permission has

been submitted.

During the meeting, it was found that floor plans submitted by them show that the travel distance to the

nearest staircase from the farthest corner of the floor is less than 30 m. It was presented that the basic

amenities like sanitation blocks & drinking water facility will be provided at each floor. Details of loading /

unloading of goods & space designated for it were presented & discussed during the meeting. It was

presented that provision of natural & mechanical ventilation, LED lights, gas detection system associated

with sensors & automatic alarms, oxygen level sensors with alarm system will be made in basements.

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

1. A notarized undertaking stating that no any kind of manufacturing activity shall be allowed in the

commercial units of the proposed project and they will not sold / allot any commercial unit for storage

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

characteristics

2. Notarized consent of the other land owner for issuance of the Environmental Clearance in the name

of the applicant.

8. Kasturi Casa Survey No: 237/3, T.P.S. 26(Mavdi), F.P.No:62/1, O.P.No.62, Village: Mavdi, Dist: Rajkot



SR

NO

PARTICULAR DETAILS

1. Proposal for New Project ( SIA/GJ/NCP/63513/2017)

2. Type of project Proposed Residential Project

3. Project Activity No 8(a)

4. Name of Project Kasturi Casa

5. Name of developer Bharat Rajanikant Patel and Others

6. Estimated Project Cost 40 Crore


work has been initiated

at site? If yes, details

thereof

No

of 181


Page 32 of 181

8. Project Details Land/Plot Area (m2): 8,903.0

FSI Utilized Area (m2): 23,974.85

Total BU Area(m2) : 33,206.53


FSI Area (m2) 24,084.10 23,974.85



Maximum Building

height (m)

40.00 39.97

9. Building Details Number of Building: 04

Numbers of Blocks: 04

Scope of Building: Basement + hollow plinth + 13 Floors

No. of residential units - 208

No. of commercial units -

10. No of Expected

Residents

@ 1000

11. Water and wastewater

Details (Construction)

Water requirements in (KL/day): 2.00

Source of water: Local water tanker suppliers

Waste water generation in quantity (KL/day) : 0.7

Mode of disposal: Soak Pit system

Details of reuse of water – NIL


Details (Operation)



• Source of water: Water supply from Rajkot Municipal

Corporation (RMC).


• Mode of disposal: Sewage to be generated will be treated in

the proposed onsite STP. Treated sewage will be reused for

gardening & flushing purposes within premises and only

remaining quantity of treated sewage will be discharged into

the drainage line of Rajkot Rajkot Municipal Corporation

(RMC).

• In case of STP provision, capacity of STP: 120.0 KL/day


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



• 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



the drainage line of Rajkot Municipal Corporation (RMC).

Mode of disposal: as above.

13. Status of Water line The project falls under Final TP Scheme & hence water supply &

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Page 33 of 181

and drainage system drainage connection will be available to project during operation

phase.

14. Solid waste

management

Construction Phase

Content Generation

in m3

Used Mode of disposal

Top Soil 25000 Top Soil will be utilized

in Gardening and

remaining will be used

in plinth level filling

Other

Construction

Debris

900 900 Development of

internal road

Steel Scrap 18 T Sold to vender

Discarded

Materials

25 T Sold to vender

Operation Phase

Content Generation

in KG/Day

Collection Mode of disposal

Dry Waste 105 In to

Collection

Bin

By local

Municipality Facility

Wet Waste 20 In to

Collection

Bin

• Details of segregation if to be done: Not to be done.


premises: 37 Nos. – each of 80 liters capacity.


authority: at the nearest MSW collection point of RMC.


4,807.60


4,807.60


208 CPS


208 CPS

• Total Parking area provided (m2) & No. of CPS: 6,013.19 (209

CPS)

• Parking area provided in hollow plinth: 1,639.20 m2 & 58 CPS

• Parking area provided as open surface parking: 1,166.52 m2 &

51 CPS

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

3,207.47 m2 & 100 CPS

16. Traffic management • Width of adjacent public roads: 12 m

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

of 181


Page 34 of 181



• Width of all internal roads: 6 m


Building measures

proposed.

Maximum utilization of natural light, roof-top thermal insulation,

CFL lighting fixtures in the common areas, appropriate design to

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

external lighting (Landscape lighting), use of aerated block

[Cement + Fly Ash + Air mixture] to reduce heat stress inside

building, rain water harvesting by recharging ground water

through provision of 2 nos. of percolation wells, provision of

STP & reuse of treated sewage etc.


Source and

Conservation

Power Supply by: PGVCL

Maximum Demand KVA: 450 KVA

Connected Load KVA : 750 KVA


Measures

Nearby Fire station : Mavdi Fire Station is at distance of

maximum 2.5 KM

We will provide two under ground water storage tank having

capacity 100 KL fire extinguishers, hose reel etc.

20. Details of Staircase

Block Floors Floor Area No of Stair

Case and

Lift

Width of

Staircase

Travel

Distance

Block A &

D

B+G+13

430.36

01 Stair

Case + 3

Lift

1.6 meter <20

Block B & C B+G + 13 473.64 01 Stair

Case + 3

Lift

1.6 meter <20

21. Rain Water Harvesting

(RWH)

We will provide two numbers of Rain Water Harvesting Tank

having 50 KL Capacity each for collecting surface run off




• Green Area % of plot area: more than 10 %

• No. of trees and species to be planted: 133 of Local flora

species such as Gulmohar, Asopalav, Pipal, Neem etc. will be

preferred.

23. Budgetary allocation for

Environmental

Management Plan

(Rs. in lacs)

Green Belt Development : 3.00 Lacs

Rain Water Harvesting : 05 Lacs

Others : 01 Lacs

Total : 09 Lacs

24. Proposed dust control

measures during the

construction phase.

Loading & transportation in covered trucks, covered shed for

cement unloading activity, temporary wind screen around project

site, sprinkling of water on roads and in vicinity of storage area

etc.

of 181


Page 35 of 181

25. Eco friendly building

material usage details.

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

Concrete), lead free paints

26. Details of the basic

amenities & facilities

to be provided to

construction

workers

Full body harness, safety net, PPEs like dust mask, ear plug,

helmet, safety belt, water spray etc, sanitation facilities,

first aid kit, safe drinking water, transportation facility during

emergency, displaying the important telephone numbers at

various locations etc.

27. Documents related to

land possession.

NA order shows land for residential use is in the name of

applicant & others. Notarized consent of other land owners has

been submitted.

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

for granting Environment Clearance subject to the strict compliance of the following project specific

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

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

Notification 2006:



WATER:


through local water tankers. No ground water shall be tapped during the construction phase.

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

and soak pit.

OPERATION PHASE:

WATER:


requirement of 100 KL/day shall be met through water supply system of Rajkot Municipal

Corporation (RMC) and the remaining 47 KL/day of water requirement shall be met through treated

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

be done and its records shall be maintained.







line of Rajkot Municipal Corporation (RMC).

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

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

and furnished to the GPCB from time to time.



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

converted into the recharge well upon completion of the construction work.




AIR:

of 181


Page 36 of 181

10. D. G. Sets to be provided in future as back up power shall be of enclosed type and conform to

prescribed standards under the EPA rules. Necessary acoustic enclosures shall be provided at

diesel generator set to mitigate the impact of noise.

11. The stack height of the D.G. Sets shall be equal to the height needed for the combined capacity of

all proposed D.G. Sets.



standards.

SOLID WASTE:

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

recyclable material shall be sold to vendors whereas other garbage shall be disposed off properly

as per the provisions made by the Rajkot Municipal Corporation (RMC).

SAFETY:




15. Fire fighting facilities like two under ground water storage tank having capacity 100 KL capacity, fire

extinguishers, hose reel etc. shall be provided as proposed.




of CO in the area.




19. Minimum parking space of 6013.19 m2 [3207.47 m2 in basement + 1,639.20 m2 in hollow plinth +

1166.52 m2 as open surface parking] shall be provided as proposed.


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

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

loss, use of solar energy in external lighting (Landscape lighting), use of aerated block [Cement +

Fly Ash + Air mixture] to reduce heat stress inside building etc. shall be implemented as proposed.

GREEN BELT:




OTHER CONDITION:



later & spirit.

9. Aurum One at Survey No: 140/P3/P1/P2, Plot No: 01, Draft T.P.S. 36/3, Village: Ghanteshwar, Dist: Rajkot


of 181


Page 37 of 181


SR

NO

PARTICULAR DETAILS

1. Proposal for New Project ( SIA/GJ/NCP/63498/2017)

2. Type of project Proposed Residential Project

3. Project Activity No 8(a)

4. Name of Project Aurum One

5. Name of developer Kasturi Enterprise

6. Estimated Project Cost 42 Crore




thereof

No

8. Project Details • Land/Plot Area (m2): 10,773.77

• FSI Utilized Area (m2): 29,028.71

• Total BU Area(m2) : 35,910.99

Permissibl

e

Proposed

FSI Area (m2) 29,113.48 29,028.71



Maximum Building (m) 40.00 38.03

9. Building Details Number of Building: 06

Numbers of Blocks: 06

Scope of Building: (H.P. + 13 Floor)

No of residential units: 312

10. No of Expected

Residents

@ 1250


Details (Construction)


• Source of water: local water tankers


• Mode of disposal: Soak pit

• Details of reuse of water, if any: N.A.


Details (Operation)



• Source of water: Water supply from Rajkot Urban

Development Authority (RUDA).


• Mode of disposal: Sewage to be generated will be treated in

the proposed onsite STP. Treated sewage will be reused for



the drainage line of Rajkot Urban Development Authority

(RUDA).

• In case of STP provision, capacity of STP: 150.0 KL/day


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

of 181


Page 38 of 181



• Quantity and type (treated/untreated) of water to be

discharged:

• Sewage to be generated will be treated in the proposed onsite

STP. Treated sewage will be reused for gardening & flushing

purposes within premises and only remaining quantity of

treated sewage will be discharged into the drainage line of

Rajkot Urban Development Authority (RUDA).

• Mode of disposal: as above.

13. Status of Water line

and drainage system

The project falls under TP Scheme of RUDA and hence water

supply as well as drainage connection of RUDA will be available

to the project during operation phase.

14. Solid waste

management

Construction Phase

Content Generation

in m3

Used Mode of disposal

Top Soil 26,000 Top Soil will be

utilized in Gardening

and remaining will be

used in plinth level

Other

Construction

Debris

950 950 Development of

internal road

Steel Scrap 19 T Sold to vender

Discarded

Materials

30 T Sold to vender

Operation Phase

Content Generation

in KG/Day

Collection Mode of disposal

Dry Waste 131 In to

Collection

Bin

By local

Municipality

Facility

Wet Waste 25 in to

collection

bin

• Details of segregation if to be done: N.A.

• Capacity and no. of community bins to be placed within premises: Total 55 bins with 80 lit capacities will be provided.

• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW dumping / landfill site of RUDA.


• Total parking area requirement for the residential as per GDCR: 5,970.18 m2

• Total parking area Provided for the project as per GDCR: 7,957.14 m2

• Total Number of Parking requirement for the project as per NBC: 312

• Total Number of Parking Provided for the project as per NBC:

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Page 39 of 181

7,957.14 & 320

• Total Number of Parking Provided in Hollow Plinth : 3,301.56 m2 & 118 CPS

• Total Number of Parking Provided in Open Parking: 4,655.58 m2 & 202 CPS

16. Traffic management • Width of adjacent public roads: 18.0 m & 10.5.m.

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


• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m



Building measures

proposed.

Maximum utilization of natural light, roof-top thermal insulation,

CFL & LED lighting fixtures in the common areas, use of solar

energy in external lighting (Landscape lighting), rain water

harvesting by recharging ground water through provision of 2

nos. of percolation wells, provision of STP & reuse of treated

sewage etc.


Source and

Conservation

• Power supply:


Connected load: 1100 KW

• Source: Paschim Gujarat Vij Company Ltd.


Measures

Nearby Fire station : Kalavad Road Fire Station is at distance of

maximum 5 km

Two under ground water storage tanks having capacity of 200

KL, fire extinguishers, hose reel etc.

20. Details of Staircase

Block Floors Floor Area No of Stair

Case and

Lift

Width of

Staircase

Travel

Distance

Block

A,B,C,D,

E,F

H.P. + 13 366.66 01 Stair

case + 3

lifts

1.6 meter <20


(RWH)

Two numbers of percolation wells for ground water recharge

through rain water harvesting.


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



• Green Area % of plot area: 10.0%

• No. of trees and species to be planted: 127 trees


Environmental

Management Plan

(Rs. in lacs)

Green Belt Development : 3.00 Lacs

Rain Water Harvesting : 05 Lacs

Others : 01 Lacs

Total : 09 Lacs

24. Proposed dust control

measures during the

construction phase.

Loading & transportation in covered trucks, covered shed for

cement unloading activity, temporary wind screen around project

site, sprinkling of water on roads and in vicinity of storage area

of 181


Page 40 of 181

etc.


material usage details.

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

Concrete), lead free paints

26. Details of the basic

amenities & facilities

to be provided to

construction

Workers

Full body harness, safety net, PPEs like dust mask, ear plug,

helmet, safety belt, water spray etc, sanitation facilities,

first aid kit, safe drinking water, transportation facility during

emergency, displaying the important telephone numbers at

various locations etc.

27. Documents related to

land possession.

Copy of Village Form No.6 Hak Patrak Submitted shows land

is in the name of partners of M/s. Kasturi Enterprise.

During the meeting, the project proponent was suggested to utilize treated sewage in flushing activity

and to increase the parking area provision for the project. The project proponent was agreed to utilize

treated sewage in flushing activity and submitted revised parking area provision details during the

meeting. After detailed discussion on various aspects regarding the project, it was decided to

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






WATER:


through local water tankers. No ground water shall be tapped during the construction phase.

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

and soak pit.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 174.0 KL/day out of which fresh water

requirement of 100 KL/day shall be met through water supply system of Rajkot Urban Development

Authority (RUDA) and the remaining 74 KL/day of water requirement shall be met through treated

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

be done and its records shall be maintained.







line of Rajkot Urban Development Authority (RUDA).

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

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

and furnished to the GPCB from time to time.




converted into the recharge well upon completion of the construction work.

of 181


Page 41 of 181




AIR:








standards.

SOLID WASTE:

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

recyclable material shall be sold to vendors whereas other garbage shall be disposed off properly

as per the provisions made by the Rajkot Urban Development Authority (RUDA).

SAFETY:




15. Fire fighting facilities like two under ground water storage tanks having capacity of 200 KL, fire

extinguishers, hose reel etc. shall be provided as proposed.


16. Minimum parking space of 7,957.14 m2 [3,301.56 m2 in hollow plinth + 4,655.58 m2 as open surface

parking area] shall be provided as proposed.



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

(Landscape lighting), rain water harvesting by recharging ground water through provision of 2 nos.

of percolation wells, provision of STP & reuse of treated sewage etc. shall be implemented as

proposed.

GREEN BELT:




OTHER CONDITION:



later & spirit.

10. Building construction

project by M/s.

Sharanam Smart

Space LLP

Sub Plot No. A/2 of F.P.No. (24+29+62+ 63)/

Paiki, T.P.S.No.7 (Khokhra - Mehmdabad) at

Mithipur, Ahmedabad



Sr.

No.

Particulars Details


of 181


Page 42 of 181

2. Type of Project Commercial Project

3. Project /

Activity No.

[8(a) or 8(b)]

8 (a)

4. Name of the

project

Commercial Project

5. Name of

Developer

Sharanam Smartspace LLP

6. Estimated

Project Cost

(Rs. In Crores)

65 Crores

7. Whether

construction

work has been

initiated at

site? If yes,

details thereof

No

8. Project Details • Land / Plot Area (m2):12,290

• FSI area (m2): 22,122.0

• Total BUA (m2):39,970.77


FSI Area (m2) 22,122.0 22,122

Ground Coverage (m2) - 5,242.02

Common Plot Area (m2) 1229 1230

Max. building height 45 m 25 m


• No. of Blocks:5

• Scope of buildings/blocks: 2 level basement + ground floor +4 floor

• No. & type of Commercial Units: 30 shops +128 offices


10. No. of

expected

residents /

users


11. Water & waste

water details

during

construction

phase


• Source of water: water tankers


• Mode of disposal: septic tank


12. Water & waste

water details

during

operation

phase


• Source of water: water supply from Ahmedabad Municipal Corporation (AMC)


• Mode of disposal: Into underground drainage line of Ahmedabad Municipal Corporation (AMC).

13. Status of water

supply and

Available at site

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Page 43 of 181

drainage line

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 2,250 2,250 Will be

completely used

in development

of landscape

area / greenbelt

Other

excavated

earth

42,750 18,900 m3 will

be used for

back filling

and raising

plinth level.

Balance earth

will be used in

other project

Construction

debris

350 200 m3 will be

used for

development

of internal

road.

Balance debris

will be handed

over to AMC

Steel scrap 10 0 Sold to vendors

Discarded

packing

materials

8 0 Sold to vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 274 White bins Sold to

vendors

Wet waste 411 Green Bins Municipal bins



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

15. Parking Details • Total parking area requirement for the project as per GDCR: 11,061 m2

• Parking area requirement for Commercial units as per GDCR: 11,061 m2



• Total Parking area provided (m2) & No. of ECS: 27,799 & 895 ECS

• Parking area provided in basement (m2) & No. of ECS: 12,343 & 385 ECS

• Parking area provided in hollow plinth (m2) & No. of ECS: 1,113 &39 ECS

• Parking area provided as open surface (m2) & No. of ECS:2,000 & 86 ECS

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• Parking area provided as mechanical parking in basement (m2) & No. of ECS: 12,343 & 385 ECS

16. Traffic

Management

• Width of adjacent public roads: 30.5 m wide road

• Number of Entry & Exit provided on approach road/s: Two gates will be provided including one for entry into the basement

• Width of Entry & Exit provided on approach road/s: 9 m &3.5 m


• Width of all internal roads: 9 m, 6 m & 4 m

17. Details of

Green Building

measures

proposed.


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

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

solar lighting in open and landscape areas- 22 numbers of solar lights,

roof-top thermal insulation, water meters, rain water harvesting &

ground water recharge through 4 nos. of percolating wells etc.

18. Energy

Requirement,

Source and

Conservation


• Source: Torrent Power Limited

• % of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables & solar street lights.

• DG Sets: No. and capacity of the DG sets:1 x 125 KVA

Fuel & its quantity: HSD, 25 litre/hr

19. Fire and Life

Safety

Measures

• During Construction Phase: Provision of Personal Protective

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

ensured and supervised, training to all workers on construction safety

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

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

operated electric fire alarm system, wet riser, automatic sprinkler

system in basement, underground static water storage tank-200 KL

capacity, terrace tank -90 KL capacity (total capacity), pump near

underground static water storage tank (fire pump) with minimum

Pressure of 3.5 kg/cm2 at terrace level etc.


Type & no.

of buildings No. of floors

Floor area

m2

No. of

staircase

Width of the

staircase

(m)

Travel

distance

(m)

A, B, C, D 2B +G/HP +

4 1,009.02 2 1.53 <30

E 2B + G + 4 561.72 2 2.0 <30

21. Rain Water

Harvesting

(RWH)



• No. and depth of percolations wells : 4 no and 17 m


22. Green area

details



• Lawn covered area (m2):480

• Total Green Area (m2):1230


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23. Dust control

measures



24.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Allocation of Rs. 16 lacs & Rs.9 lacs as capital cost & recurring cost

respectively has been made for EMP & EMS including green belt

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

management, sewage treatment & management etc.

25. Details of

ecofriendly

building

materials



26. Details of

amenities to be

provided to

construction

workers.


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

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


27. Documents

related to land

possession

Copy of Registered sale deed & copy of Sub-registrar’s office index

submitted by them show that the NA land has been purchased by M/s

Sharanam Smartspace LLP

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

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

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

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

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

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

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

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

survey was carried out on 30.5 m wide road in both the directions which shows that the road having total

carrying capacity of 2200 PCU/hr will be adequate enough to cater the total traffic load of 832 PCU/hr. in

proposed scenario. It is proposed to provide flameproof electrical fittings including cables / wires.

Basement with 3.9 m height will be provided to accommodate mechanical parking. Common facilities like

drinking water facility & separate sanitation blocks will be provided on each floor. They have submitted a

notarized undertaking stating that any kind of manufacturing activity will not be allowed in the commercial

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

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

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

SEIAA Gujarat for granting Environment Clearance subject to the strict compliance of the following

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

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

of the EIA Notification 2006:


SPECIFIC CONDITION:

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


WATER:



phase.


pit system.

OPERATION PHASE:

WATER:


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

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

maintained.








AIR:







standards..

SOLID WASTE:


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


SAFETY:




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

wet riser, automatic sprinkler in basement, underground static water storage tank-200 KL capacity,

terrace tank -90 KL capacity (total capacity) etc. shall be provided as proposed.




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Page 47 of 181

of CO in the area.




19. Minimum parking space of 27,799 m2 [12,343 m2 in basement + 2,000 m2 as open surface parking +

1,113 m2 in hollow plinth +12,343 m2 as mechanical parking in basement] shall be provided as

proposed.









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

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

landscape areas- 22 numbers of solar lighting, roof-top thermal insulation etc. shall be implemented

as proposed.



GREEN BELT:

24. Green belt area of 1,230 m2 comprising of 450 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit.

11. Central Bazzar

Veneziano"

S.No:53/1, F.P.No:130, O.P.No:71/1, T.P.S.No:1,

Vesu, Surat





2. Type of Project Construction Of Commercial Complex

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

8(a)

4. Name of the project

Central Bazzar Veneziano

5. Name of Developer

M/S. Manojbhai Arvindbhai Gandhi

6. Estimated Project Cost (Rs. In Crores)

Rs. 100 crores

7. Whether No

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Page 48 of 181

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

8. Project Details • Land / Plot Area (m2) : 5,603.0

• FSI area (m2): 13,041.23

• Total BUA (m2): 22,957.53


FSI Area (m2) 12,606.75 13,041.23



Max. building height (m) 40 m 20.27 m


• No. of Blocks:1

• Scope of buildings/blocks: 2 level basement + ground floor + 4 floors.

• No. & type of Commercial Units: 580

10. No. of expected residents / users

580

11. Water & waste water details during construction phase

• Water requirement (KL/day):10

• Source of water: Surat Municipal Corporation


• Mode of disposal: Soak Pit

12. Water & waste water details during operation phase


• Source of water: Water supply from Surat Municipal Corporation (SMC)


• 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)


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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Page 49 of 181

Operation Phase:

Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


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.



• 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


• 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.


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)



• No. and depth of percolations wells :-


22. Green area details

• Tree covered area (m2) : 700.0

• Area covered by shrubs and bushes (m2): 500.0


• Total Green Area (m2): 1,760.0


• 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


Water sprinkling on loose top soil, storing the construction material in covered areas, barricading the project site.


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.


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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Page 51 of 181

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





SPECIFIC CONDITION:




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



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.


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.




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




AIR:







standards..

SOLID WASTE:



provisions made by the Surat Municipal Corporation (SMC).

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SAFETY:




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.




of CO in the area.




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.









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.



GREEN BELT:

24. Green belt area of 1,760.0 m2 comprising of 700.0 m2 tree covered area shall be developed as



OTHER CONDITION:



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



Sr.

No.

Particulars Details



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Page 53 of 181


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

8(a)

4. Name of the

project

Status

5. Name of

Developer

Mr.Jitendra H Desai & others


Cost (Rs. In

Crores)

Rs. 120 crores

7. Whether

construction work

has been initiated

at site? If yes,

details thereof

No

8. Project Details


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


• 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




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

12. Water & waste

water details

during operation

phase




• 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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Page 54 of 181

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





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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:



WATER:


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:




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



23

Budgetary

allocation for

Environmental

Management Plan

(Rs. in lacs)

Green belt development : 40 Lacs

Drainage and rain water harvesting: 30 lacs

Solar and energy saving: 35 lacs

Total: 105 Lacs

24 Proposed dust

control measures

during the

construction phase

Loading & Transportation in covered Trucks, Covered shed provided

for cement unloading activity, Temporarily Wind Screen around project

site will be constructed, Sprinkling of water on roads and in vicinity of

storage area.

25 Eco friendly

building material

usage details.

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

Concrete), lead free paints etc.

26 Facilities to be

provided to the

construction

workers

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

medicines, doctor service, PPE’s etc.

27 Document related

to Land

possession

Copy village form no. 7 & 12 submitted by them shows that N.A land is

in the name of applicant & others. Notarized consent of all the other

land owners has been submitted.

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






AIR:

7. D. G. sets (4 × 60.0KVA) proposed as backup power shall be of enclosed type and confirm to





standards.

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

all proposed D.G.sets.

SOLID WASTE:




SAFETY:

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

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

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







of CO in the area.




16. Minimum Parking space of 10,899.21 m2 [8,167.47 m2 in basement + 1,685.6 m2 in hollow plinth +

1,046.14 m2 on surface] shall be provided as proposed.



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

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

implemented as proposed.

GREEN BELT:

18. Green belt area of 800.0 m2 comprising of 450.0m2 tree covered areashall be developed as



OTHER CONDITION:



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later & spirit.

13. Sky Stella S.No:762, 774, F.P.No.: 205, 214, T.P.S.No.: 3,

Ghuma, Ahmedabad



Sr.

No.

Particulars Details


2. Type of Project Residential & Commercial


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

8 (a)

4. Name of the

project

Sky Stella

5. Name of

Developer

Hiteshkumar. K. Patel & Bipinkumar. C. Desai

6. Estimated

Project Cost (Rs.

In Crores)

80 Crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

8. Project Details • Land / Plot Area (m2): 5887.0

• FSI area (m2):15,894.0

• Total BUA (m2):33,075.91


FSI Area (m2) 15,894.90 15,894


Common Plot Area (m2) 588.7 590

Max. building height (m2) 45 m 45 m


• No. of Blocks:4

• Scope of buildings/blocks: 2 level Basement + ground floor (parking & shops) + 13 floors.

• No.& size of Residential Units: 196 flats

• No. & type of Commercial Units: 45 shops

• Details of amenities if any: one society office

10. No. of expected

residents / users


11. Water & waste

water details

during


• Source of water: Water tankers


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construction

phase

• Mode of disposal: Soak tank


12. Water & waste

water details

during operation

phase


• Source of water: Water supply from Ahmedabad Urban Development Authority (AUDA)


• 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



• 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


• Number of CPS requirement for residential units as per NBC:196


• 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


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


Building

measures

proposed.


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


• 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.


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)



• No. and depth of percolations wells : 2 no and 15 m


22. Green area

details







23. Dust control

measures



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



26. Details of

amenities to be

provided to

construction

workers.


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

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


27. Documents

related to land

possession.

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.


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



Notification 2006:



WATER:


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phase.


pit system.

OPERATION PHASE:

WATER:


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.




through the drainage system of Ahmedabad Urban Development Authority (AUDA).




AIR:

7. A D. G. Set (1 x 62.5 KVA) proposed as back up power shall be of enclosed type and confirm to






standards.

SOLID WASTE:



provisions made by the Ahmedabad Urban Development Authority (AUDA).

SAFETY:




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.




of CO in the area.




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.



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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:




OTHER CONDITION:



later & spirit.

14. Kalatirth Towers F.P.No.251, O.P.No.154, S.N0.210/3+ 211, T.P.S.

No. 21, Motera, West city, Ahmedabad



Sr. No.

Particulars Details




[8(a) or 8(b)]

8(a)

4. Name of the project Kalatirth Towers

5. Name of Developer M/s. Navpadh Buildcon

6. Estimated Project Cost

(Rs. In Crores)

70 Crore




thereof

No construction activity started

8. Project Details Land / Plot Area (m2): 6,480

FSI area (m2): 18,499.48 Total BUA (m2): 27,917.46


FSI Area (m2) 23,328 18,499.48


Common Plot Area (m2) 648 772.61

Max. building height (m) 45 44.5



• Scope of buildings/blocks: Basement + hollow plinth + 14Floors

• No. & size of Residential Units: 168 Residential Flats

• No. & type of Commercial Units: Nil

• Details of amenities if any: --

10. No. of expected • Fixed population (168 flats x 5 persons / unit) = 840 Persons

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residents / users • Floating population(168 flats x 3 persons / unit/ day) = 504

Persons


details during

construction phase

• Water requirement (KL/day): 40

• Source of water: AMC/ local water tanker suppliers

• Waste water generation quantity (KL/day): 8

• Mode of disposal: Septic tank, soak pit

• Details of reuse of water, if any: None


details during operation

phase

• Fresh water requirement (KL/day): 130

• Source of water: Narmada water through AMC


• Mode of disposal: Into AMC drainage line


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


authority: At the nearest waste collection point of AMC


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3,699.9 m2


3,699.9 m2


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 all internal roads: 7.5 m


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.


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


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


(RWH)

• Level of the Ground water table: --


• No. and depth of percolations wells : 2 Nos. & 40 m

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

percolation well


• Area covered by shrubs and bushes (m2): 642.9



• 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.


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.


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.


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:



WATER:


through the local water tankers. No ground water shall be tapped during the construction phase.


pit system.

OPERATION PHASE:

WATER:


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

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


into the recharge well upon completion of construction phase.






AIR:







standards.

SOLID WASTE:



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Page 68 of 181


SAFETY:




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





of CO in the area.




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.


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:




OTHER CONDITION:



later & spirit.

15. Hutokshi Minocher R.S.No.53/P/2,3,4,5, F.P.No.125, O.P.No.26/3,

T.P.S.No.7 (Anjana), Ta: Choryasi, Dist: Surat.



Sr. No.

Particulars Details


2. Type of Project Commercial


8(a)


Hutokshi Minocher


Hutokshi Minocher


30 Crore

7. Whether No

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Page 69 of 181

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


• FSI area (m2): 22,216.68

• Total BUA (m2): 32,892.82


FSI Area (m2) 22,220.0 22,216.68

Ground Coverage (m2) 2,246.75


Max. building height (m) - 62.16

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

• No. of Blocks: 1 Nos.

• Scope of buildings/blocks: 2 level basement + ground floor +11 floors

• No. of residential units:---

• No. of commercial units: 314 Shops


628 nos. Commercial Users



• Source of water: Water supply from S.M.C.


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

be provided during the construction phase.



• Source of water: Water supply from S.M.C


• Mode of disposal: Will be disposed through underground drainage line of SMC.


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


Construction Phase:

Generation (m3)



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.


Construction debris

40 85

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Page 70 of 181

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


1 MT -- Will be sold to vendors.

Operation Phase:

Type of waste




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.


• 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



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


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Conservation Connected load: --


• 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:


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


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.


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


• 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


• Tree covered area (m2) : 289.66

• Area covered by shrubs and bushes (m2): inclusive in lawn area • Lawn covered area (m2): 217.76


• 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.


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


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


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


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


2. Type of Project Commercial project


8(a)


Shyam Sangini-2 C


Mr. Dineshbhai Ranchodbhai & others


Rs. 70 crores

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

No

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• FSI area (m2):59,789.40

• Total BUA (m2):88,768.56


FSI Area (m2) 60,213.44 59,789.40





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

• No. & type of Commercial Units: 812 units


3654



• Source of water: SUDA


• Mode of disposal: into septic tank/soak pit system.




• Source of water: SUDA


• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated 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


Both drainage and water supply line exit in the area.


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




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


• Parking area requirement for Commercial units as per GDCR: 29,894.7m2



• 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


• 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


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.


• 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


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.



No. of floors



Travel distance (m)

1 2B+G+9 5,978.94 m2 9 2.01 m <30 m













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23.


• 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


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.


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:


SPECIFIC CONDITION:




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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facility etc. shall be provided on each floor.


WATER:


through water supply from Surat Urban Development Authority (SUDA).No ground water shall be

tapped during the constructionphase.


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


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



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.


into therecharge well.




AIR:

14. D. G. sets (5 × 132 KVA) proposed as backup power shall be of enclosed type and confirm to





standards.


proposed D.G.sets..

SOLID WASTE:



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.




of CO in the area.




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.








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




GREEN BELT:




OTHER CONDITION:



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.


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


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Sr. No.

Particulars Details




[8(a) or 8(b)]

8(a)

4. Name of the project Maple Trade Centre

5. Name of Developer Mr. Essem Infra Private Limited


(Rs. In Crores)

150 Crore




thereof


8. Project Details • Land / Plot Area (m2) : 9,032

• FSI area (m2): 22,049.85

• Total BUA (m2): 40,327.34


FSI Area (m2) 24,386.40 22,049.85

Ground Coverage (m2) -- 3,224.44





• Scope of buildings/blocks: 2 level basement +ground floor + 13

floors.

• No. & size of Residential Units: --

• No. & type of Commercial Units: 296 Commercial Units (48

shops & 248 offices)


10. No. of expected

residents / users

2,058 Persons/Day


details during

construction phase


• Source of water: Local water tanker suppliers


• Mode of disposal: AMC drainage system




phase

• Total water requirement (KL/day):110.0




• Mode of disposal: Sewage to be generated will be segregated

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into grey & black sewage and grey sewage will be treated in the

proposed onsite STP. Treated grey sewage will be used for

gardening & flushing purpose within premises and remaining

quantity of treated grey sewage along with the untreated black

sewage will be discharged into the drainage line of AMC.

• In case of STP provision, capacity of STP: Grey Water

Treatment Plant of 75 KL/day will be provided.

• Purposes for treated sewage utilization: Treated sewage will be

utilised for gardening/plantation as well as for flushing purpose.

• Quantity of treated sewage to be reused:

1.Gardening (KL/day): 7.0



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

discharged: Sewage to be generated will be segregated into

grey & black sewage and grey sewage will be treated in the

proposed onsite STP. Treated grey sewage will be used for

gardening & flushing purpose within premises and remaining

quantity of treated grey sewage along with the untreated black

sewage will be discharged into the drainage line of AMC.

• Mode of disposal: AMC drainage


and drainage line


14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal

/ Reuse


greenbelt

Other

excavated

earth


areas &

development of

green belt area

Construction

debris


pavements, plot


etc.

Steel scrap 1 MT -- To be sold to

scarp dealer

Discarded

packing

materials

25,000 Bags -- To be sold to

authorized

vendor.

Operation Phase:

Type of waste Generation Mode of waste Mode of

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Quantity

(Kg/day)

collection Disposal/

Reuse

Dry waste

515

Waste will be

collected in the

bins to be

provided to the

individual units

which will be

ultimately

emptied into the

community

bins.

Final disposal

through AMC

Wet waste

STP Sludge 100 HDPE Bags Will be used as

manure for

green belt

development


premises: 52 nos. of bins of 80 Litre capacity


authority: final disposal at the MSW dumping / landfill site of

AMC.


11,024.92 m2


11,024.92 m2


882 CPS


882 CPS

• Total Parking area provided (m2) & No. of CPS: 26,203.24 m2 &

912 CPS

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

9,278.06 m2 & 290 CPS


4,777.93 m2 & 208 CPS

• Parking area provided as mechanical parking in basement (m2)

& No. of CPS: 9,278.06 m2 & 290 CPS

• Parking area provided as mechanical parking in open surface

(m2) & No. of CPS: 2,869.16 m2 & 124 CPS (2 level)

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

• Number of Entry & Exit provided on approach road/s: 1 entry/

exit on 30 m wide T.P. road

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


access of fire tender (excluding the width for the plantation): 4.5

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m



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






water table with provision for 3 percolation wells, reuse of treated

sewage within premises etc.


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,





• DG Sets:


Fuel & its quantity: HSD


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.












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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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. 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


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.


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


facility etc.


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:


SPECIFIC CONDITION:





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


WATER:



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:


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).


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



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AIR:







standards..

SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (AMC). STP sludge shall be used as

manure within premises after adequate treatment.

SAFETY:






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.




of CO in the area.




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.








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.



GREEN BELT:




OTHER CONDITION:



later & spirit.

19. Ashirwad Textile Market F.P.No.34, O.P.No.34, Block No.21, T.P.S.No.64

(Dumbhal - Magob), Ta: Puna, Dist: Surat.


The SEIAA, Gujarat has accorded environmental clearance to M/s Western Construction Company

(Gujarat) LLP for commercial building construction project at F.P.No.34, O.P.No.34, Block No.21,

T.P.S.No.64 (Dumbhal - Magob), Ta: Puna, Dist: Surat vide order no. SEIAA/GUJ/EC/8(a)/166/2016

dated 24/02/2016 for the built up area of 1,19,824.22 m2.

The project proponent, vide proposal no. SIA/GJ/NCP/63587/2017 dated 11/04/2017 submitted revised

Form I & Form IA and requested for amendment of Environmental Clearance order dated 24/02/2016 for

the proposed changes in the project.

The request for amendment in the Environmental Clearance order was considered during the meeting.

Person authorized by the project proponent along with their expert/consultant remained present during

the meeting and the project was appraised based on the details submitted as well as facts presented

before the committee.

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

Development & Urban Housing Department for FSI of 83,944.08 m2 & ground coverage of 10,235.54

m2. They have submitted a compliance report with respect to the conditions stipulated in the

Environmental Clearance order dated 24/02/2016 and a copy of the same has been sent to the regional

office Bhopal of MoEF&CC. It is mentioned that no court case is pending on the project directly or

indirectly and no notices are received under EPAct-1986 & Air Act – 1981. Copy of permission obtained

from Airports Authority of India for building height of 50.22 m above ground level has been submitted.

Plan for loading & unloading of goods has been submitted and discussed during the meeting. Plans

submitted by them show that height of the 1st basement will be 5.50 m to accommodate the proposed

mechanical parking. Details of Emergency evacuation plan, traffic survey carried out on existing road,

provision of cross ventilation in the proposed commercial units, provision of ventilation, lighting & CO

sensors in basements, provision of common amenities on each floor etc. has been presented &

discussed during the meeting.

Details of the project after the proposed expansion as presented before the committee are described

below:


1. Proposal is for Expansion Project [SIA/GJ/NCP/63587/2017]


3. Project / Activity 8(a)

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

4. Name of the project Ashirwad Textile Market

5. Name of Developer M/s. Western Construction Company (Gujarat) LLP.


Rs. 85 Crore


No


• FSI area (m2): 83,944.06

• Total BUA (m2) : 1,41,396.07


FSI Area (m2) 83,944.08 83,944.06


Common Plot Area (m2) -- --




• Scope of buildings/blocks: 2 level basement + ground floor + 08 floors

• No. & size of Residential Units: --

• No. & type of Commercial Units: 536 Textile Houses



Expected residents: -- Expected shop users: 1608 Expected visitors: 1350



• Source of water: Tanker water from nearby source


• 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.




• Source of water: water supply from SMC



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.



Water supply & drainage line of SMC will be available during operation phase of the project.


Construction Phase:

Generation (m3)



Top Soil 1,441.23 1,441.23 Reuse for developing garden area


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


35.34 -- Sold to local vendors

Operation Phase:

Type of waste




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


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authority: Khajod landfill site of S.M.C


25,183.21 m2


25,183.21 m2


1678


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


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



• Width of all internal roads: 7.81 m


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.


• Power supply Maximum demand: 3400 KVA Connected load:


• 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.


• 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


• 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


• Lawn covered area (m2): 1,245.47

• Total Green Area (m2): 2,882.47


• No. of trees and species to be planted: 273 trees of Asopalav, Bamboo trees,Coconut Palm Tree, Neem, Gulmohar etc.

23.


Capital cost of Rs. 12.25 lacs and recurring cost of Rs. 7.0 lacs has been allocated towards purposes like rain water harvesting & ground water recharge, greenbelt development, environment monitoring & management etc.

24. Details on use of eco-friendly building materials

Fly ash bricks, aerated blocks, paving blocks, Portland Pozzolona

Cement in concrete etc.

25. Details on dust control measures

Regular water sprinkling, covered shed for cement unloading

activity, tarpaulin sheet cover on excavated earth etc.

26. Facilities to be provided to the construction workers.

Sanitation facilities, drinking water, tap water, domestic waste

water disposal facility, first aid box, free medicines, doctor service,

PPEs etc.


Copy of village form no. 7 & NA order submitted by them shows

that the land for commercial use is in the name of M/s Western

Construction Company (Gujarat) LLP.

During the meeting, it was observed that budget allocation for Environment Management Plan does not

include the cost of proposed STP along with its operation & maintenance cost & plan. After detailed

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

1. Details of budget allocation made for the proposed STP along with its maintenance & operation.

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2. A notarized undertaking stating that any kind of manufacturing activity will not be allowed in the

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

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

hazardous characteristics.

3. Perspective view of the building(s) to be constructed along with the materials used such as fibers,

glass, etc. on the facades or external walls and the impacts thereof on the nearby buildings /

residents due to heat island effect and emissions from the air conditioning systems.

20. Ocean Park S.No.182/P, F.P.No.644/2, T.P.S.No.21, O.P.No.

644, Village Vasna – (Ambawadi), Ahmedabad

West, Ahmedabad.



Sr.

No.

Particulars Details


2. Type of Project Commercial Complex (Offices & Shops)

3. Project/Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the project Ocean Park

5. Name of Developer Venus Infrastructure & Developers Pvt. Ltd.


Cost

(Rs. In Crores)

120 crore

7. Whether

construction work

has been initiated

at site? If yes,

details thereof.

No

8. Project Details • Land /Plot Area (m2): 9,754.0

• FSI area (m2): 47,534.01

• Total BUA (m2): 1,00,753.70

Permissible

(m2)

Proposed(m2)

FSI Area -- 47,534.01

Common Plot Area -- 978.5

Max. building height -- 70 m



• Scope of buildings/blocks: 5 level basement + GF + 16 floors

• No.& size of Residential Units:---

• No. & type of Commercial Units: 340 Offices & 41 Shops

10. No. of

expectedresidents /

users

Comm. 3200 users including floating population

11. Water & waste



• Source of water: AMC Water Supply

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construction phase • Waste water generation quantity (KL/day): 7.2


• Details of reuse of water, if any: ---

12. Water & waste


operation phase



• 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


• 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.


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.


• 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


• Width of all internal roads:6.0 m & 5.7 m


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.


Measures

• Dedicated underground & terrace water tank for firefighting 1x 300 KL

& 20 KL respectively, fire extinguishers (CO2 type, foam type, ABC

type & DCP type) throughout the building at strategic locations,

automatic addressable fire detection system throughout the building

with smoke detectors, manual call points, hooters & control panels,

sprinkler system in entire building including parking areas, fire hydrant

system consisting of external hydrants, riser with internal hydrants,

hose reel hydrant accessories, skip floor at 11th floor etc.

• Name of the nearest fire station: Memnagar fire station

Distance from the project site: About 2.75 Km

Time required by the fire tender to reach the project site: 5 minutes.


Type of

block

Distance of stair

case from the

farthest corner

Number of Stair case Width of

Stair case

in m

No. of

Lifts

1 27.5 m Lower basement to 2nd floor-5 nos. & 3rd to 16th -4

2.0 8

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table:35-40 m BGL

• No. & dimensions of RWH tank(s):-

• No. and depth of percolations wells:3 nos. of percolating wells, 10 m

• Details on Pre-treatment facilities:--

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


• Lawn covered area (m2):

• Total Green Area (m2):978.5



23.

Budgetary

allocation for

Environmental

Management Plan

(Rs. in lacs)

---

24. Dust control

measures

Water sprinkling, maintaining roads & trees to avoid dust generation

etc.

25. Eco friendly

building material

usage details.

Fly ash & pozzolana cement will be used in concrete, paving blocks and

any cement applications. Lead free paint, enamels will be used for

painting wooden and metal surfaces.

26. Details of basic

amenities to be

provided to

construction

workers.

Adequate sanitation facilities, drinking water, bins for collection of

municipal solid waste.


to land possession.

Copy of N.A order submitted by them shows that the land for

commercial use is in the name of M/s Soviet Park Co. Op. Ho. Society

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Limited. Copy of registered development agreement between M/s

Soviet Park Co. Op. Ho. Society Limited & M/s Venus Infrastructure &

Developers Limited has been submitted.

During the meeting, it was presented that separate sanitation blocks will be provided for male & female

on each floor. During the meeting, the project proponent was suggested to provide Sewage Treatment

Plant for treatment of 100% sewage to be generated during the operation phase. After detailed

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

1. Copy of permission obtained from the concerned competent authority or authentic supporting

documents showing availability of the proposed FSI, ground coverage & building height to the

project.

2. Proposal for providing STP for treatment of 100% sewage to be generated during the operation

phase and details of Sewage Treatment Plant with its capacity, size of each unit, retention time and

its location on the plan. Measures proposed to avoid odour nuisance due to STP in operation

phase. STP sludge management plan. Design details of dual plumbing system to be provided for

reuse of treated sewage within premises. Location of the STP on layout plan of the project.

3. Plans showing the floor area & maximum travel distance of the nearest staircase from the farthest

corner of the floor, distance between the two consecutive staircases and provision of staircases.

4. Perspective view of the building(s) to be constructed along with the materials used such as fibers,

glass, etc. on the facades or external walls and the impacts thereof on the nearby buildings /

residents due to heat island effect and emissions from the air conditioning systems.

5. E waste management plan.

6. Base line status of the existing traffic, impact on it due to the project activities (prior to construction,

during construction and at full site operation), carrying capacity of the existing roads and details of

traffic management in and outside the project during construction and operation phase of the

project.

7. Details of refuge area & skip floor provision for the proposed commercial high rise building.

8. Details of mechanical parking to be provided (also including its operation, maintenance, energy

consumption, appointing trained personnel’s etc.) in the basements along with the feasibility of

providing mechanical parking considering the basement height.

9. Detailed Environment Management Plan with respect to various environmental attributes- Water,

Air, Noise, Solid wastes including Hazardous Wastes, land, sewage treatment etc. of the project

both during construction and operation phase and strategy for its implementation with financial

outlay.

10. Details on ventilation, lighting arrangements and CO sensors to be provided in the basements.

11. Detailed plan for loading / unloading of goods, movement plan, space designated for it, parking area

designated for trucks/tempo etc.

12. Details on solar energy utilization for the proposed project and how much of the total energy

requirement for the project will be compensated/reduced by the proposed energy conservation

measures.

13. Details & plans showing floor wise emergency evacuation for the proposed project.

14. Provide the break-up of the greenbelt viz. the tree covered and lawn covered area.

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21. AMC LIG Affordable

Housing Scheme

F.P. No. 171, T.P.S. NO.:32 Gota, Ahmedabad, Screening/scoping & appraisal.

The project proponent did not remain present during the meeting.

22. Satyajeet Sopan S.No.237/7, F.P.No.58, T.P.S.No.26 (Mavdi), At

Mavdi, Dist: Rajkot



Sr. No.

Particulars Details

1. Proposal is for New Project (SIA/GJ/NCP/63783/2017)

2. Type of Project Residential Project

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

8(a)

4. Name of the project Satyajeet Soppan

5. Name of Developer Hasmukhbhai G Jalavadia


80crore

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

No

8. Project Details • Land /Plot Area (m2): 11,009.0

• FSI area (m2):28,883.78

• Total BUA (m2):40503.92

Permissible(m2) Proposed(m2)

FSI Area 28,883.78 28,883.78

Common Plot Area 1,101.61

Max. building height -- 40 m


• No of block: 5

• Scope of buildings/blocks: Basement + hollow plinth + 13 floors

• No.& size of Residential Units:260 flats

• No. & type of Commercial Units: --

10. No. of expectedresidents / users

1040 users including residential and floating population



• Source of water: local water tankers



• Details of reuse of water, if any: N.A.




• Source of water: RMC Water Supply


• 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


• 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


Water supply & drainage line is provided by RMC.


Construction Phase:

Generation (m3)

Quantity to be

reused (m3)


Top Soil 1650 1650 Top soil to be generated will

be used for greenbelt

development.


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


80Kg -- Sold off to recyclers

Operation Phase:

Type of waste


Mode of waste

collection


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.


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



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.


• 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.


• 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


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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


• 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: --





• Green Area % of plot area: 0.09%


23.


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.


� 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.


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:



WATER:



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phase.


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


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).











AIR:







standards.

SOLID WASTE:



provisions made by the Rajkot Municipal Corporation (RMC).

SAFETY:




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.



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.




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.


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



OTHER CONDITION:



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



Sr. No.

Particulars Details


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


(Rs. In Crores)

45 Crore




thereof


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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


FSI Area (m2) 18,735.30 18,635.05

Ground Coverage (m2) -- 2,986.81


Max. building height

(m)

-- 24.4



• 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


10. No. of expected

residents / users

1,630 Persons/Day


details during

construction phase

• Water requirement (KL/day): 30

• Source of water: Local water tanker suppliers


• Mode of disposal: Septic tank /Soak pit system




phase

• Fresh water requirement (KL/day): 250



• Mode of disposal: Into AMC drainage line


and drainage line


14. Solid waste Management Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse


greenbelt

Other

excavated

earth


areas &

development of

green belt area

Construction

debris


pavements, plot


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


premises: 44 nos. of bins of 80 Liter capacity


authority: At the nearest waste collection point of AMC


3727.01 m2


340 CPS


326 CPS


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



• 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




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water table with provision for 2 percolation wells etc.


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 ,





• DG Sets:

No. and capacity of the DG sets: Not proposed

Fuel & its quantity: --


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.












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.


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


(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



• Lawn covered area (m2): 278


• 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


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.


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


facility etc.


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.


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



Notification 2006:



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.


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




5. Sewage generation during the operational phase shall be 198 KL/day and it shall be discharged





AIR:


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


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.



standards.

SOLID WASTE:




SAFETY:






KL capacity, CO sensors in basements etc. shall be provided as proposed.



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

CO in the area.




16. Minimum parking space of 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



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:



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OTHER CONDITION:


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

with later & spirit.

24. Santnagari S.No.1439, Village: Mahor, Ta: Vadali, Dist:

Sabarkantha




1. Proposal is for New Project

2. Type of Project Tourism Development Project


8(a)


Santnagari (Spiritual Tourism Development project)


Gujarat Pavitra Yatradham Vikas Board (GPYVB) (Government of Gujarat)


Rs. 107.25 crores


No

8. Project Details • Land / Plot Area (m2) : 4,75,000.0

• FSI area (m2): 23,300

• Total BUA (m2): 23,300


FSI Area (m2) 2,13,750 23,300

Ground Coverage (m2) 71,250 21,245

Common Plot Area (m2) 95,000 95,000



• 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.


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


• 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.


• Total water requirement (KL/day):2,130.0


• 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


• 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.



Drainage line does not exist at site. Water supply from Dharoi dam pump house.


Construction Phase:

Generation (m3)



Top Soil 8 8 Will be used for ground and garden levelling.


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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None None --

Operation Phase:

Type of waste




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.


• 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




• Rain water harvesting system will be adopted. • Collected rain water will be recharge into ground water.


• 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


• 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.



No. of floors



Travel distance (m)

2 G+2 - 2 2.0 m 20 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.


• 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


• No. of trees and species to be planted : 19,000.0 of trees.

23.


Green belt development : 28.5 Lacs Drainage and rain water harvesting: 550 Lacs Solar and energy saving: 420 lacs Total: 998.5 Lacs


� 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.


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.


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:


WATER:


through the water supply from Dharoi dam. No ground water shall be tapped during the construction

phase.


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



5. Treated sewage conforming to GPCB norms shall be completely reused for gardening & flushing

purpose within premises.



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.


into the recharge well upon completion of construction phase.

9. Rain water harvesting from rooftop and paved areas and ground water recharge through 10



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.


proposed D.G.sets.

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SOLID WASTE:


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



16. Minimum parking space of 25,438 m2 as open surface parking shall be provided as proposed.






visible from the at least 50 meter distance..


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.


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:



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





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.


WATER:


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



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.






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AIR:

11. D. G. Sets to be provided in future as backup power shall be of enclosed type and conform to







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.


16. Minimum parking space of 31,217.40 m2 as open surface parking shall be provided as proposed.



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:




OTHER CONDITION:



later & spirit.


by M/s Shoprite Mall Pvt. Ltd.


SIA/GJ/NCP/61092/2016 on 04/01/2017.







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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SPECIFIC CONDITION:







WATER:




pit.

OPERATION PHASE:

WATER:





















AIR:




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standards.

SOLID WASTE:




authority.

SAFETY:








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:



later & spirit.


by M/s Shoprite Marketing Pvt. Ltd.


SIA/GJ/NCP/61088/2016 on 04/01/2017.



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.







of 181


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WATER:




pit.

OPERATION PHASE:

WATER:





















AIR:








standards.

SOLID WASTE:




authority.

SAFETY:




of 181


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GREEN BELT:




OTHER CONDITION:



later & spirit.


by M/s Lifestyle Supermarkets Pvt. Ltd.


SIA/GJ/NCP/61091/2016 on 04/01/2017.







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.







SPECIFIC CONDITION:







WATER:




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pit.

OPERATION PHASE:

WATER:





















AIR:








standards.

SOLID WASTE:




authority.

SAFETY:








GREEN BELT:

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OTHER CONDITION:



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.


SIA/GJ/NCP/60913/2016 on 18/01/2017.



submitted a notarized consent of the other land owners in favour of the applicant.








WATER:


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

abstraction during the construction phase.


pit system.

OPERATION PHASE:

WATER:




4. No bore well shall be constructed and existing bore well/s shall be either sealed or converted into the

recharge well upon completion of the construction phase.






AIR:



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standards.

SOLID WASTE:




SAFETY:




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.




of CO in the area.




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



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:




OTHER CONDITION:



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.


SIA/GJ/NCP/60991/2016 on 29/12/2016.



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.








WATER:



phase.

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

soak pit system.

OPERATION PHASE:

WATER:


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





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).




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into the recharge well upon completion of the construction phase.




AIR:







standards.

SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (AMC). STP Sludge shall be used as soil

conditioner within premises after adequate treatment.

SAFETY:




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.




of CO in the area.




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]



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:




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OTHER CONDITION:



later & spirit.

Rajhans Montessa” at R.S. No. 83/p, O.P. No. 99+100+101+102+103 +104+105+106/1+106/2+106/3

+106/4, FP No. 113+114+115, TPS No. 7 (Vesu-Magdalla), Vill. Vesu, Ta. Majura, Dist. Surat, proposed

by M/s. Maruti Enterprise.


SIA/GJ/NCP/51313/2016 on 14/03/2016.

The project was appraised during the meetings of SEAC held on 13/04/2016 & 06/06/2016. Based on the

details sought during the meeting of SEAC held on 06/06/2016, the project proponent submitted letter

dated 08/08/2016 showing that (i) Urban Development and Urban Housing Department, GoG vide order

dated 02/08/2016 had granted permission for the extra FSI and ground coverage., (ii) Total 24,685.52 m2

paring area [1,059 m2 as open surface parking area + 6,575 m2 in upper basement + 4,581 m2

mechanical parking in upper basement + 2,947.76 m2 lower basement – upper pit mechanical parking +

2,947.76 m2 lower basement – lower pit mechanical parking + 6,575 m2 in lower basement] equivalent to

783 CPS, which is more than the GDCR requirement of 11,361 m2 and NBC requirement of 758 CPS.

The project proponent submitted copies of registered index of sub-registrar’s office showing that the land

is owned by M/s. Maruti Enterprise, vide their letter dated 01/12/2016. Later on, the project proponent

also submitted revised Form-1 & Form-1A under the applicant name as M/s. Maruti Enterprise on

04/04/2017.







SPECIFIC CONDITION:






fulfilled with.


WATER:


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

abstraction.

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

tank.

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OPERATION PHASE:

WATER:


requirement of 28.0 KL/day shall be met through water supply system of Surat Municipal Corporation

and the remaining 11.0 KL/day of water requirement shall be met through treated sewage. No



7. Sewage generation during operation phase shall be 27.0 KL/day which shall be segregated into

black & grey sewage. Grey sewage to be generated shall be treated in the proposed onsite Sewage

Treatment Plant.

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

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

sewage conforming to GPCB norms shall be utilized for gardening & flushing purpose by providing

dual plumbing system. Only remaining quantity of treated grey sewage along with the untreated

black sewage shall be disposed off through drainage line of Surat Municipal Corporation.











AIR:

13. D. G. Set (1 × 125 KVA) proposed as backup power shall be of enclosed type and confirm to



14. The gaseous emissions from the D.G. Set shall conform to the standards prescribed under EPA


standards.



SOLID WASTE:



provisions made by the Surat Municipal Corporation (SMC). STP sludge shall be used as manure

after adequate treatment.

SAFETY:




18. Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkler

system (in passages of all floors & basements), manually operated electric fire alarm system,

automatic detection & alarm system, underground fire water storage tank (200 KL x 2 nos), terrace

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tanks of 20 KL x 2 nos etc. shall be provided as proposed.




of CO in the area.




22. Minimum parking space of 24685.52 m2 [1059 m2 surface parking area + 6575 m2 in upper

basement + 4581 m2 mechanical parking in upper basement + 2947.76 m2 lower basement – upper

pit mechanical parking + 2947.76 m2 lower basement – lower pit mechanical parking + 6575 m2 in

lower basement] shall be provided as proposed.








25. Energy conservation measures viz. use of solar power based LED lights for common areas, solar

light for landscape lighting, reflective/ white tiles in common areas, maximum use of natural light,

three nos. of solar panels (each of 1.5 KWH capacity) on terrace floor etc. shall be implemented as

proposed.



GREEN BELT:




Anmol Life Style” at S. No. 206, O.P. No. 129, F.P. No. 129 of D.T.P.S. No. 241, Nana Chiloda, Dist:

Gandhinagar proposed by M/s. Arkan Developers.


SIA/GJ/NCP/59933/2016 on 29/10/2016.



submitted additional details along with revised Form-1 & Form-1A in the name of M/s. Arkan Developers,

showing that as per the Village Form No. 7, owner of the land is Arkan Developers. Exact aerial distance

of the project site from the nearest TSDF site is 10.42 km. Two separate ramps will be provided and

revised plan showing provision of two separate ramps is submitted. 20 nos. of solar lights and solar cells

at the terrace for water heater will be provided.





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WATER:


through the local water tankers. No ground water shall be tapped during the construction phase.


pit system.

OPERATION PHASE:

WATER:


requirement of 72.0 KL/day shall be met through water supply system of Ahmedabad Urban

Development Authority (AUDA) and the remaining 42.0 KL/day of water requirement shall be met

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

the water shall be done and its records shall be maintained.







line of Ahmedabad Urban Development Authority (AUDA).











AIR:








standards.

SOLID WASTE:




SAFETY:

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15. Fire fighting facilities like sprinkler per 6.9 m2 area of basement, fire extinguishers on each floor & in

the basement, wet riser opening at each floor, manually operated electric fire alarm system, hose

reel, terrace water tanks of 15 KL capacity, underground water tank of 100 KL, smoke detectors etc





of CO in the area.




19. Minimum parking space of 5,865.37 m2 [3,865.37 m2 in basement + 2000.0 m2 in hollow plinth] shall



20. Energy conservation measures viz. use of transformers & motors having minimum efficiency of 85%,

use of LED lights in common areas + 25 nos. of solar lights, use of light colours for walls & ceiling,

etc. shall be implemented as proposed.

GREEN BELT:




International Textile Market at T.P.S.No.: 61 (Parvat-Godadara), Block No. 38 + 46, O.P. No.: 38+46,

F.P.No.: 38/B + 46, Moje: Parvat, Dist: Surat, proposed by M/s. ITM Infra.


SIA/GJ/NCP/52073/2016 on 05/04/2016.


details sought during the meeting of SEAC held on 07/09/2016, the project proponent submitted revised

Form I & IA vide their letter dated 15/04/2017. They have also submitted copy of permission obtained

from Urban Development & Urban Housing Department for the FSI area of 78,391.89 m2 & ground

coverage of 9,799.0 m2. It is mentioned in the permission letter that more than permissible ground

coverage shall be charged @150% of jantry by the competent authority.







SPECIFIC CONDITION:



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



WATER:


through water supply system of Surat Municipal Corporation. No ground water shall be tapped

during the construction phase.


pit system.

OPERATION PHASE:

WATER:


requirement of 79.08 KL/day shall be met through water supply system of Surat Municipal

Corporation and the remaining 110.1 KL/day of water requirement shall be met through treated

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

done and its records shall be maintained.







line of Surat Municipal Corporation.









percolations wells shall be carried out as per the details submitted. Before recharging the run off,

pre-treatment must be done to remove suspended matter.

AIR:







standards.

SOLID WASTE:




SAFETY:

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17. Fire fighting facilities like fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkler

system (to be installed in entire building), manually operated electric fire alarm system, automatic

detection & alarm system, underground fire water storage tank of 200 KL, terrace tanks of 20 KL,

electric & one diesel pump of capacity 2850 L/min. & one electric pump of capacity 180 L/min.

having pressure 3.5 kg/cm2 at terrace level etc. shall be provided as proposed.







of CO in the area.




22. Minimum parking space of 68,583.63 m2 [3,420.0 m2 as open surface parking + 1,165.75 m2 in

hollow plinth + 31,808.94 m2 in basement + 31,808.94 m2 as mechanical parking in basement] shall









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

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

lighting, solar lighting in open and landscape areas, rooftop thermal insulation etc. shall be



the Audit Report shall be implemented with spirit

GREEN BELT:

27. Green belt area of 1,959.8 m2 comprising of 800 m2 tree covered area shall be developed as



OTHER CONDITION:



later & spirit.

Shree Narayan Complex” at Block No. 255/B (old block no. 255/B & 256), Dahej, Vagra, Bharuch,

proposed by Shri Kartik J. Panchal


SIA/GJ/NCP/58858/2016 on 22/09/2016.


of 181


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submitted that provision of parking area will be 9,620.40 m2 [7,949.40 m2 in open surface + 1,617.00 m2

in hollow plinth], which is more than the requirements of GDCR & NBC. It is also stated in the letter that

the applicant Shri Kartik J. Panchal is joint owner of his brother Pranav J. Panchal. Subsequently on

06/03/2017, the project proponent submitted NOC on 100 Rs. Stamp paper signed by partners Shri

Kartik J. Panchal & Shri Pranav J. Panchal stating that they have no objection if EC is granted in the

name of Shri Kartik J. Panchal.








WATER:


through water supply from Gujarat Petroleum Chemicals & Petrochemicals Special Investment

Regional Development Authority (GPCPSIRDA). No ground water shall be tapped during the

construction phase.


pit system.

OPERATION PHASE:

WATER:


requirement of 187.42 KL/day shall be met through water supply system of Gujarat Petroleum

Chemicals & Petrochemicals Special Investment Regional Development Authority (GPCPSIRDA)

and the remaining 265.42 KL/day of water requirement shall be met through treated sewage. No









line of GPCPSIRDA.









percolations wells shall be carried out as per the details submitted. Before recharging the run off,

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pre-treatment must be done to remove suspended matter.

AIR:

10. D. G. Set (1 x 150 KVA) to be provided in future as back up power shall be of enclosed type and

conform to prescribed standards under the EPA rules. Necessary acoustic enclosures shall be

provided at diesel generator set to mitigate the impact of noise.





standards.

SOLID WASTE:



provisions made by the Dahej Nagar Palika.

SAFETY:




15. Fire fighting facilities like dedicated water storage for fire fighting, fire extinguishers, fire alarm in

each building, provision of hose reels, external hydrants, wet risers, Automatic sprinkler systems

provided in basement, availability of all necessary information like police control room, medical

facilities/hospital contacts, ambulance services, provision of first aid facilities at security office etc



16. Minimum parking space of 9,620.40 m2 [7,949.40 m2 in open surface + 1,617.00 m2 in hollow plinth]



17. Energy conservation measures viz. use of energy efficient electrical appliances like CFL & PL,

maximum use of natural light through architectural design etc. shall be implemented as proposed.

GREEN BELT:




OTHER CONDITION:



later & spirit.

Fortune Business Hub” at F.P. No. 34, O.P. No. 34, Survey No. 670, 671/1, Sola-Hebatpur-Thaltej

(Science City Road), Ahmedabad, proposed by M/s. Ozone India Limited.


SIA/GJ/NCP/57887/2016 on 09/08/2016.


details sought during the meeting of SEAC held on 01/12/2016, the project proponent vide their letter

dated 13/02/2017 submitted a copy of development agreement between M/s. Fortune Developers and

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M/s. Ozone India Ltd. showing that the land has been converted for non agricultural use. Later on, the

project proponent vide letter dated 29/03/2017 submitted revised Form-1 & Form-1A in the name of M/s.

Ozone India Ltd along with revised EMP & revised parking details showing that total 14,770.39 m2 area

[12,260.87 m2 in three level basements with mechanical parking + 738.0 m2 in hollow plinth + 1,771.52

m2 as open surface parking] equivalent to 486 CPS will be provided as parking space, which is more

than the GDCR requirement of 12,004.5 m2 but less than the NBC requirement of 960 CPS.

The submissions made by the project proponent vide letter dated 13/12/2016 and the revised Form-1 &

Form-1A and documents submitted on 29/03/2017 were considered by the committee. It was observed

that as per the revised parking details submitted by the project proponent, provision of parking space will

be total 14,770.39 m2 [12,260.87 m2 in three level basements with mechanical parking + 738.00 m2 in

hollow plinth + 1,771.52 m2 open surface parking area] equivalent to 486 ECs will be provided as parking

space, which is more than the GDCR requirement of 12,005 m2 but less than the NBC requirement of

960 CPS. However, considering that provision of parking space is more than the requirement as per the

GDCR, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance

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

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

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


SPECIFIC CONDITION:






fulfilled with.


WATER:


through the local water tanker & borewell. Permission of concerned authority shall be obtained for

ground water abstraction.

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

tank.

OPERATION PHASE:

WATER:


requirement of 77.38 KL/day shall be met through water supply system of Ahmedabad Municipal

Corporation and the remaining 76.24 KL/day of water requirement shall be met through treated

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

done and its records shall be maintained.



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


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conforming to GPCB norms shall be utilized for gardening, flushing, fire water make up & cooling

tower make up purposes by providing dual plumbing system. Only remaining quantity of treated

sewage along with the untreated black sewage shall be disposed off through drainage line of

Ahmedabad Municipal Corporation.











AIR:

13. D. G. Set (1 × 125 KVA) proposed as backup power shall be of enclosed type and confirm to



14. The gaseous emissions from the D.G. Set shall conform to the standards prescribed under EPA


standards.



SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (SMC). STP sludge shall be used as

manure after adequate treatment.

SAFETY:




18. Fire fighting facilities like Underground fire water storage tank of 200 KL capacity, overhead fire

water tank of 25 KL capacity, fire hydrant, sprinkler system, refuge are in the form of balcony

proposed at 4th, 8th and 12th floor, fire extinguishers at each floor, rescue balconies at 4th, 8th &

12th floors etc. shall be provided as proposed.




of CO in the area.




22. Minimum parking space of 14,770.39 m2 area [12,260.87 m2 in three level basements with

mechanical parking + 738.00 m2 in hollow plinth + 1,771.52 m2 open surface parking area] shall be



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25. Energy conservation measures viz. energy efficient lighting system like use of LED, CFL for common

lighting etc. shall be implemented as proposed.



GREEN BELT:




“Stanza” at Survey No. 318/1, F.P.No. 50/1, Vill. Shela, Ta. Sanand, Dist. Ahmedabad, proposed by

M/s. Samarth Procon.


SIA/GJ/NCP/58806/2016 on 29/10/2016.



submitted the additional details & documents showing that:

1. As per the Village Form No. 7, owner of the land are Shri Saurabh Indravadan Nahata, Shri

Malaybhai Budhabhai Multani and Shri Ashokkumar Vagatavaramalaji Jain. As per development

agreement of land owners and M/s. Samarth Procon, the project is going to be developed by M/s.

Samarth Procon.

2. Project location is in draft TP scheme and very soon it will be converted into final TP scheme. As

per AUDA guideline, AUDA will provide all facilities including water and drainage once it is

converted into final TP scheme. Letter from AUDA for providing water sypply and drainage

connection is submitted.

3. Provision of parking area will be 12798.53 m2 [1292.17 m2 in hollow plinth surface parking and

5753.18 x 2 = 11506.36 m2 in basement with mechanical parking] equivalent to 406 CPS, which is

more than the requirements of GDCR & NBC.

4. Management plan for excavated soil, construction debris and scrap is furnished.

5. Details of dual plumbing system, STP sludge management and location of STP on layout plan are

provided.

6. Solar panels will be provided at both sides of internal roads and around common plot area of the

project and generated electricity will be used for street lighting purpose.

Later on, the project proponent vide their letter dated 13/04/2017 submitted index copy of sub-registrar’s

office showing that owner of the land is M/s. Samarth Procon through its partner Shri Jigneshbhai A.

Shah.




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WATER:


through water supply system of Ahmedabad Urban Development Authority (AUDA). No ground

water shall be tapped during the construction phase.


pit system.

OPERATION PHASE:

WATER:


requirement of 126.72 KL/day shall be met through water supply system of Ahmedabad Urban

Development Authority (AUDA) and the remaining 79.76 KL/day of water requirement shall be met

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

the water shall be done and its records shall be maintained.







line of Ahmedabad Urban Development Authority (AUDA).











AIR:

10. D. G. Set (1 x 125 KVA) to be provided in future as back up power shall be of enclosed type and

conform to prescribed standards under the EPA rules. Necessary acoustic enclosures shall be

provided at diesel generator set to mitigate the impact of noise.





standards.

SOLID WASTE:



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SAFETY:




15. Fire fighting facilities like underground water tanks- 100 KL × 2 nos., terrace water tank of 20 KL

capacity on all the buildings, fire extinguishers, fire alarms, hose reels, external hydrants & wet

risers, pumping arrangement system-riser with pressure pump, auto operation with pressure switch,

first aid box, displaying of important telephone numbers etc shall be provided as proposed.




of CO in the area.




19. Minimum parking space of 12,798.53 m2 [11,506.36 m2 in basement with mechanical parking +

1,292.17 m2 in hollow plinth] shall be provided as proposed.


20. Energy conservation measures viz. use of energy efficient electrical appliances, maximum use of

natural light through proper building orientation etc. shall be implemented as proposed.

GREEN BELT:




--

25. SIA/GJ/MIS/18680/2017 M/s: Sundram Eco Private Limited

(Developed By Radhika Builders)

Block No. 412, Village Hathoda, Ta.: Mangrol,

Dist.: Surat.

Screening & Scoping

Category of the unit : 7(h)

• This office has received an application vide their online proposal no. SIA/GJ/MIS/18680/2017

dated 06/03/2017 regarding grant of Environmental Clearance.

Project status: New

Project / Activity Details:

M/s. Sundram Eco Private Limited is planning to set up 6 MLD Common Effluent Treatment Plant

(CETP), located at Block No. 412, Village Hathoda, Taluka Mangrol, District Surat, Gujarat. Effluent is

collected through underground pipeline and sent for the treatment and treated effluent is sent to

member units for the reuse.

The project falls under Category B of project activity 7(h) as per the schedule of EIA Notification 2006.


Total cost of Proposed Project

(Rs. in Crores)

Approximately Rs. 26.84 Crore

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Total Plot area 16,134.09 m2

Green belt area,/Tree Plantation area 5324.24 m2

Water

Source of Water Supply

(GIDC, Bore well, Surface water etc...)

Canal Water

Water consumption (KL/day)

Category Total KL/day

(A) Domestic 10

(B) Gardening 21

(C) Industrial

Process 6900

Total (A+B+C)

6931

(Fresh 2131 KLD + Reused 4800

KLD)

Waste water generation (KL/day)

Category Total KL/day

(A) Domestic 8.5

(B) Gardening --

(C) Industrial

Process 5865.5

Total Industrial waste water 5874~6000

Treatment facility with capacity Capacity of CETP : 6 MLD

Mode of Disposal & Final meeting point Domestic: Domestic wastewater will be

treated in CETP.

Industrial: Industrial effluent generated

will be treated in proposed CETP and

treated water will be sent to member units

for reuse.

Reuse/Recycle details (KL/day)

Treated water will be sent to the member

units for reuse.

Air

No. of Boilers/TFH/Furnaces/DG sets etc.

with capacities viz. TPH, Kcal/hr, MT/hr,

KVA etc.

D. G. Set

(400 KVA & 750 KVA)

Fuel consumption

Solid Fuel: MT/Day

Gaseous Fuel: SCM/day

Liquid fuel: KL/day

-

-

HSD/LDO 135 Lit/Hr

APCM for flue gas -

Process gas/Fugitive emission details i.e.

Type of pollutant gases (SO2, HCl, NH3, Cl2,

NOx etc.)

No process gas generation from the

project.

APCM for process gas/fugitive gaseous

emission details

No process gas generation from the

project.

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Hazardous waste

(as per the Hazardous and Other Wastes

(Management and Transboundary

Movement) Rules 2016.

Sr

.

N

o.

Type/Name

of Hazardous

waste

Source

of

generat

ion

Category

and

Schedule

as per HW

Rules.

Quantity

Disposal Method

1. CETP

Sludge

CETP 34.3 3 MT/Day Sludge will be collected from

sludge drying bed and

stored in scientifically

designed hazardous waste

storage area having

impervious layer with

leachate collection system

and finally sent to nearest

TSDF.

2. Used Oil Machin

eries

5.1 0.2

MT/Day

Used oil will be collected,

stored, transported and

reuse as lubricant and/or

sell to registered re-

processors.

Membership details of CETP, TSDF,

CHWIF, Common MEE etc.

Will be obtained from nearest TSDF site.

Details of Non-Hazardous waste & its

disposal

(MSW and others)

None

Observations & Discussions:

Technical presentation made during the meeting by project proponent. Due to the increase in the

demand of the synthetic industry, there is also increase in the supply of water jet looms in field of textile

industry, waste water generated from the looms need to be treated, before leaving into the

environment. So they have proposed to set up the 6 MLD CETP. The proposed CETP will collect and

provide treatment for the wastewater generated from water jet looms bearing industries located in

Industrial Estate (Satyam textile Park). This will reduce the consumption of fresh water, as treated

water will be sent to members industries for reuse in their various applications. Necessary

infrastructure like road, water supply, drainage and electricity etc; will be provided in the CETP. The

proposed CETP is complete recycle and ZLD.

After deliberation on various aspects the project proponent was asked to include following additional

TOR for the EIA study to be done covering 10 Km radial distance from the boundary of the project site:

1. Executive summary of the project – giving a prima facie idea of the objectives of the proposal, use

of resources, justification, etc. In addition, it should provide a compilation of EIA report, including

EMP and post project monitoring plan in brief. Need for the proposed CETP shall be justified in

detail.

Project description

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2. Land possession documents and NA permission letter.

3. Land requirement for the project including its break up for various purposes, its availability and

optimization.

4. Details of proposed layout clearly demarcating various units (Existing and proposed) within the

plant.

5. Complete process flow diagram describing each unit, its processes and operations, along with

material and energy inputs and outputs (material and energy balance).

6. Action plan for complete Zero Liquid discharge (ZLD).

7. Details of the industries for which CETP facility is proposed including raw materials used and

products manufactured.

8. Details on improved technologies.

9. Assessment of source of the water supply with adequacy of the same to meet with the

requirements for the CETP. Permission obtained from the concerned authority for supply of water.

Undertaking stating that no bore well shall be dug within the premises.

10. Expected quantity of sewage & wastewater from each industry and justification for selecting the

proposed capacity of the treatment plant/modules. Measures to prevent flooding of the CETP in

the rainy season.

11. Characteristics of effluent and proposed scheme for segregation of streams from individual

member industries.

12. Details of mode of effluent collection system either by tankers and/or pipeline, etc., or proposed

trouble-shooting mechanism.

13. Monitoring protocol for collection of effluent through tankers.

14. Details on physical, chemical and biological characteristics of the combined effluent and its

concentrations and the basis for the same.

15. Details of equalization tank at least for 24 hrs; and guard ponds for holding treated wastewater or

continuous monitoring facilities, if any.

16. Details of the proposed treatment schemes supported by the treatability studies including source

separation of streams for specific mode of collection and treatment either at individual industry or

at CETP (based on economic and operational ease considerations).

17. Built-in flexibility provisions to deal with quantitative and qualitative fluctuations.

18. Organizational setup for collection of pre-treated effluents, treatment and disposal of the treated

effluents, etc. and deployment of qualified/skilled man power.

19. Details of O&M for maximum utilization of the designed capacity of the plant.

20. Proposed monitoring protocol for stage-wise quality control w. r. t. various characteristics and

maintenance schedules followed for all rotating equipment including lubricating/oil fill, operational

chemicals and laboratory chemicals.

21. For any sensitive environmental parameters such as heavy metals, fluorides, etc., details on

improved material of construction of tanks and other equipments such as corrosion resistance,

allowance, etc.

22. Details of power consumption and stand-by arrangements like the diesel generator (DG) sets, dual

fuel (gas and oil) for uninterrupted operation of treatment plant. Protocol and mechanism to accept

the effluent including the adequacy of the receiving/holding tanks, etc.

23. Impact of the project on local infrastructure of the study area such as road network, etc. If the

study area requires any additional infrastructure, details of the agency responsible for the same

should be included along with the time frame.

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24. If the ultimate disposal is through a marine outfall then preliminary design of the outfall with

estimated initial dilution. Study report from the NIO or any such institute of national repute shall be

submitted.

25. Details of laboratory, workshop, database, library, waste exchange centers, etc. in CETP.

26. Availability of the land for proposed treatment for ultimate capacity and to accommodate required

greenbelt development.

27. Details of the proposed methods of water conservation and recharging.

28. Management plan for solid/hazardous waste generation, storage, utilization and disposal.

29. Detailed plan of treated wastewater disposal/ reuse/ utilization / management.

30. Details regarding infrastructure facilities such as sanitation, fuel storage, restroom, etc. to the

workers during construction and operation phase.

31. In case of expansion of existing industries, remediation measures adopted to restore the

environmental quality if the groundwater, soil, crop, air, etc., are affected and a detailed

compliance to the prior environmental clearance/consent conditions.

Description of the environment

32. The study area shall be up to a distance of 10 km from the boundary of the proposed site and all

along the collection network/route map of effluent conveyance, treated wastewater carrying pipe-

line and the receiving environment at the point of disposal.

33. Location of the project site and nearest habitats with distances from the project site to be

demarcated on a toposheet (1: 50000 scale).

34. Landuse based on satellite imagery including location specific sensitivities such as national parks /

wildlife sanctuary, villages, industries, etc. for the study area.

35. Demography details of all the villages falling within the study area.

36. Topography details of the project area.

37. The baseline data to be collected from the study area w. r. t. different components of environment

viz. air, noise, water, land, and biology and socio-economic. Actual monitoring of baseline

environmental components shall be strictly according to the parameters prescribed in the ToR

after considering the proposed coverage of parameters by the proponent in draft ToR and shall

commence after finalization of ToR by the competent Authority.

38. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly

wind speed and direction and rainfall should be incorporated.

39. Anticipated environmental impacts due to the proposed project/production may be evaluated for

significance and based on corresponding likely impacts VECs (Valued Environmental

Components) may be identified. Baseline studies may be conducted within the study area of 10

km for all the concerned/identified VECs and likely impacts will have to be assessed for their

magnitude in order to identify mitigation measures.

40. One complete season base line ambient air quality data (except monsoon) to be given along with

the dates of monitoring. The parameters to be covered shall be in accordance with the revised

National Ambient Air Quality Standards as well as project specific parameters. Locations of the

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

downwind direction, population zone and sensitive receptors. There should be at least one

monitoring station in the upwind direction. There should be at least one monitoring station in the

pre dominant downwind direction at a location where maximum ground level concentration is likely

to occur.

41. Base line status of the noise environment, impact of noise on present environment due to the

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project and proposed measures for noise reduction including engineering controls.

42. Geological features and geo-hydrological status of the study area.

43. Surface water quality of nearby water sources and other surface drains.

44. Details on ground water quality.

45. Details on water quality parameters such as pH, Temperature (o C), Oil and grease, Cyanide* (as

CN), Ammoniacal nitrogen* (as N), Phenolic compounds* (as C6H5OH), Hexavalent Chromium*,

Total chromium*, Copper*, Nickel*, Lead*, Arsenic*, Mercury*, Cadmium*, Selenium*, Fluoride*,

Boron*, Radioactive materials*, Alfa emitters*, Hc/ml,Beta emitters*, Hc/ml*, etc. (* - as

applicable).

46. Details on existing ambient air quality and expected, stack and fugitive emissions for PM10,

PM2.5, SO2*, NOx*, VOCs*, carbon oxides (CO and CO2) etc., and evaluation of the adequacy of

the proposed pollution control devices to meet standards for point sources and to meet AAQ

standards. (* - As applicable).

47. Ecological status (terrestrial and aquatic) of the study area such as habitat type and quality,

species, diversity, rarity, fragmentation, ecological linkage, age, abundance etc.

48. If any incompatible land use attributes fall within a 10 km radius of the project boundary, proponent

shall describe the sensitivity (distance, area and significance) and propose the additional points

based on significance for review and acceptance by the EAC/SEAC. Incompatible landuse

attributes include:

� Public water supply areas from rivers/surface water bodies, from ground water

� Scenic areas/tourism areas/hill resorts

� Religious places, pilgrim centers that attract over 10 lakh pilgrims a year

� Protected tribal settlements (notified tribal areas where industrial activity is not permitted)

� CRZ

� Monuments of national significance, World Heritage Sites

� Cyclone, Tsunami-prone areas (based on last 25 years)

� Airport areas

� Any other feature as specified by the State or local government and other features as locally

applicable, including prime agricultural lands, pastures, migratory corridors, etc.

49. If ecologically sensitive attributes fall within a 10 km radius of the project boundary, proponent

shall describe the sensitivity (distance, area and significance) and propose the additional points

based on significance for review and acceptance by the EAC/SEAC. Ecological sensitive attributes

include:

� National parks

� Wild life sanctuaries, Game reserve

� Tiger reserve/elephant reserve/turtle nesting ground

� Mangrove area

� Wetlands

� Reserved and Protected forests, etc.

� Any other closed/protected area under the Wild Life (Protection) Act, 1972, any other area

locally applicable

50. Environmental parameters – Temperature, sea level pressure, wind speed, mean relative

humidity, visibility, salinity, density, rainfall, fog, frequency and intensity of cyclones, sediment

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transport, seismic characteristics, fresh water influx.

51. Details on marine biological parameters – microbiological population, pathogenic bacteria,

plankton distribution, fish spawning grounds in the adjoining waters, commercial fisheries

potential, vegetation including inter tidal, flora and fauna in the marine, benthal quality assessment

for biological species and heavy metals and estuarine environment.

Anticipated environmental impacts and mitigation measures

52. Anticipated generic environmental impacts due to this project, which may be evaluated for

significance and based on corresponding likely impacts VECs may be identified. Baseline studies

may be conducted for all the concerned VECs and likely impacts will have to be assessed for their


53. Modelling indicating the likely impact on ambient air quality due to proposed activities. The details

of model used and input parameters used for modeling should be provided. The air quality

contours may be shown on location map clearly indicating the location of sensitive receptors, if

any, and the habitation. The wind rose showing pre-dominant wind direction should also be

indicated on the map. Impact due to vehicular movement shall also be included into the prediction

using suitable model. Results of Air dispersion modeling should be superimposed on satellite

Image / geographical area map.

54. Tools as given in Section 4.4.3 of Technical Guidance Manual for CETP, Published by MoEF&CC

may be referred for the appropriate assessment of environmental impacts.

55. While identifying the likely impacts, also include the following for analysis of significance and

required mitigation measures:

• Impacts due to transportation of raw materials and end products on the surrounding

environment.

• Impacts on surface water, soil and groundwater.

• Impacts due to air pollution.

• Impacts due to odour pollution.

• Impacts due to noise.

• Impacts due to fugitive emissions.

• Impact on health of workers due to proposed project activities.

• Impact on the disposal mode-specific receiving environment.

56. Proposed odour control measures.

57. Action plan for the greenbelt development – species, width of plantations, planning schedule etc.

in accordance to CPCB published guidelines.

58. In case of likely impact from the proposed project on the surrounding reserve forests, Plan for the

conservation of wild fauna in consultation with the State Forest Department.

59. Identify the mitigation measures based on source control and treatment.

60. Details in case, if the effluent conveyance system uses pipe lines, details regarding minimum (one

day) storage tank with mixing facility to keep it in aerobic conditions at source industry and

mechanism to ensure compliance with prescribed standards at this storage tank.

61. Details regarding soil and groundwater impacts and regular monitoring protocols suggested for

ensuring no significant impacts, besides preventive measures.

62. Impacts due to laying of pipe lines for effluent collection and for the disposal of the treated

wastewaters.

63. Bathymetric studies need to be conducted and models shall be applied to predict the dispersion

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patterns to determine the length of the outfall, if disposal is through a marine outfall.

64. Details of storm water collection network and utilization plan, etc.

65. Proposed measures for occupational safety and health of the workers.

Environmental monitoring program

66. Monitoring programme for pollution control at source.

67. Specific monitoring plan to ascertain that all the CETP member units send their effluent

(contracted quantity) to the CETP and the effluent does not in any way find its way to other

sources i.e. measures to eliminate by passing of the effluent.

68. Monitoring pollutants at receiving environment for the appropriate notified parameters – air quality,

groundwater, surface water, etc. during operational phase of the project.

69. Specific programme to monitor safety and health protection of workers.

70. Appropriate monitoring network has to be designed and proposed, to assess the possible residual

impacts on VECs.

71. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting

monitoring.

Additional studies

72. Details on risk assessment and damage control during different phases of the project and

proposed safeguard measures.

73. Details on socio-economic development activities such as commercial property values, generation

of jobs, education, social conflicts, cultural status, accidents, etc.

74. Proposed plan to handle the socio-economic influence on the local community. The plan should

include quantitative dimension as far as possible.

75. Details on compensation package for the people affected by the project, considering the socio-

economic status of the area, homestead oustees, land oustees, and landless labourers.

76. A tabular chart for the issues raised and addressed during public hearing/consultation and

commitment of the project proponent on the same should be provided. An action plan to address

the issues raised during public hearing and the necessary allocation of funds for the same should

be provided.

Environmental management plan

77. Administrative and technical organizational structure to ensure proposed post-project monitoring

programme for approved mitigation measures.

78. EMP devised to mitigate the adverse impacts of the project should be provided along with item-

wise cost of its implementation (capital and recurring costs).

79. Allocation of resources and responsibilities for plan implementation.

80. Details of the emergency preparedness plan and on-site and off-site disaster management plan.

81. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

incorporated in the EIA Report.

82. An undertaking by the Project Proponent on the ownership of the EIA report as per the MoEF&CC

OM dated 05/10/2011 and an undertaking by the Consultant regarding the prescribed TORs have

been complied with and the data submitted is factually correct as per the MoEF&CC OM dated

04/08/2009. (Compliance of OM dated 05/10/2011 & 04/08/2009).

83. Above points shall be adequately addressed in the EIA report at corresponding chapters.

84. A tabular chart with index for point-wise compliance of above.

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The above mentioned project specific TORs/additional TORs and the model TORs available in the

MoEF’s sector specific EIA Manual for CETP shall be considered as generic TORs for preparation of

the EIA report in addition to all the relevant information as per the generic structure of EIA given in

Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted to the Gujarat

Pollution Control Board for conducting the public consultation process as per the provisions of

the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.

Validity of ToR:

• The ToRs prescribed for the project will be valid for a period of three years for submission of EIA &

EMP report. ToR will lapse after three years from date of issue.

• The period of validity could be extended for a maximum period of one year provided an application

is made by the applicant to the Regulatory Authority, at least three months before the expiry of

valid period together with an updated Form-I, based on proper justification and also

recommendation of the SEAC.

26. SIA/GJ/MIS/18917/2016

The Commissioner of Fisheries, Fisheries Department, Gandhinagar, Government of Gujarat for the proposed Fishery Harbour (Navabandar) Village: Navabandar, Tal.: Una, Dist.: Gir-Somnath.

Appraisal

Category of the unit: 7(e)

• This office has received an application vide online proposal no. SIA/GJ/MIS/18917/2016 dated

22/03/2017 along with final EIA report regarding grant of Environmental Clearance.

• EIA Report is prepared by M/s: WAPCOS Ltd. (A Government of India Undertaking), Gurgaon,

Haryana based on the ToR issued to the project proponent in the SEAC meeting dated

12/01/2016 and thereafter as per project proponent request amendment in ToR issued in the

SEAC meeting dated 31/01/2017

• Public Hearing was conducted by Gujarat Pollution Control Board on 28/06/2016 at Sagar

Bhuvan, Shri Kharva Gnati, Village: Navabandar, Tal.: Una, Dist.: Gir-Somnath.

• PP has made proposal for amendment in Terms Of Reference (ToR) vide their online proposal

no. GF SIA/GJ/MIS/17863/2015 dated 30/11/2016 with regard to change in the layout of the

Fishery Harbour and submitted copy of revised DPR prepared by M/s WAPCOS.

• PP was called for presentation on 17/02/2017 and amendment in ToR was accorded vide letter

no SEIAA/GUJ/EC/7(e)/82/2017 dated 18/02/2017.

Status of the project: New


Fish handling capacity of the proposed fishery harbor is 52,080 MT/Annum. As the fish handling

capacity of the Jetty is ≥10,000 TPA, the project falls in B category of the project / activity no. 7(e) in

the schedule of the EIA Notification, 2006.

The salient features of the project are as under:

� Fish handling capacity of the proposed fishery harbor is 52080 MT/Annum.

� Navabandar FH (Fishery Harbour) is designed for 1000 Boats (200 Trawlers, 580

Gillnetters & 220 OBM/IBM - FRP). It is need based on number of registered vessels

and annual fish catch. Proposed Harbor consists of Southern - Eastern & Western

Breakwaters of 1051.84 m & 975.93 m respectively on sea side. Design is approved by

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Page 146 of 181

Central Institute of Coastal Engineering for Fisheries (CICEF), Bangalore.

� Total plot area is 21.63 ha [11.16 ha land side facilities (reclaimed land) & 10.47 ha for

marine side facilities] and proposed Green belt area / Tree plantation area will be 11240

Sq m.

� Estimated cost of the proposed project will be 158.45 Crores.

� The area is situated on the shore line of Arabian Sea at Navabandar. The soils in the

project area are medium dense silty / filled up soil in texture The proposal envisages

developing full-fledged harbour with all facilities near to existing jetty on north side.

� Project area near to the existing jetty at Navabandar was selected and also approved by

CICEF for development of Navabandar FH.

� Sea Side Facilities

Sr

.

no

.

Proposed Facilities Description

1 Landing Quay - 01 118 m x 10 m

2 Idle Berthing Quay ( 01 Jetty ) 780 m x 7 m

3 Outfitting Quay - 01 52 m x 10 m

4 Repair Quay - 01 36 m x 10 m

5 Beach Landing 60 m

6 Southern & Eastern Break water 1051.84 m

7 Western Break water 975.93 m

8 Road Above Southern & Eastern

Break water

1051.84 x 6 m

9 Road Above Western Break water 975.93 x 6 m

� Land Side Facilities

Sr

.

no

.


1 Auction Hall (2 Nos.) - MFVs 76.5 m x 33 m (each)

Auction Hall (1 Nos.)-FRPs 35 m x 24 m

2 Net Mending Sheds (2 Nos.) 20.23 m x 10.23 m

(each)

3 Admin. Building 19 m x 9.50 m

4 Effluent Treatment Plant 33 m x 23.58 m

5 Boat repair Shop 9.73 m x 9.32 m

6 Security Cabin 6.5 m x 4.4 m

7 Radio Station 13.44 m x 10.46 m

8 Double lane Road 1533 x 18 m

Single lane Road 766 x 10 m

9 Gear shed (4 Nos) 24 m x 6.70 m (each)

10 Dormitory with toilet 24.45 m x 10.87 m

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Page 147 of 181

11 Fisherman rest shed (2 Nos) 25.23 m x 8.46 m

(each)

12 Restaurant 25.3 m x 6.23 m

13 Boat Parking Area 153 m x 102 m

14 Public toilet block(2 Nos) 8.2 m x 8.2 m (each)

� Breakwaters are proposed for shore protection work considering the current and tide

and wave condition.

� The proposed project envisages construction of two breakwater viz. Southern-Eastern

Breakwater- 1051.84 m and Western Breakwater – 975.93 m.

� Quay requirement will be Landing quay- 118 m, Outfitting quay- 52 m, Repair quay- 36

m, Beach Landing- 60 m and Berthing Quay-780 m.

� The berth is wharf wall type structure consisting of precast blocks and deck slab.

� Facilities proposed in Harbour are three auction hall for MFVs & FRPs, Fish Net

Mending Shed, Area for fish storage and Ice plants, Area for ice Storage facilities near

outfitting quay, Sanitary Facilities, Bitumen Road, Water distribution system,

Administrative office, Radio Communication Centre, Electric Room cum substation,

Gear Shed, Workshop, Toilet Blocks, Fuel Pump Area, Boat Parking, Boat Repair Area,

Canteen, Security Cabin, Dormitory, Restroom, Pavement and Parking area, Boat

hauling arrangements etc.

� Dredging is required close to the shoreline to ensure all time berthing and landing of fish

catch. The total quantity of material to be dredged will be 18500 m3.The dredging and

other construction activities normally increase the turbidity levels in the water column.

Total area of 1,11,620 square meter needs to be reclaimed and about 5,48,700 m3 of

filling material will be required and proposed 18500 m3 of dredge material along with

remaining quantity of filling material from nearby existing quarries will be utilized.

� The dredging and other construction activities normally increase the turbidity levels in

the water column. The total quantity of material to be dredged is 18500 m3. The whole

quality of dredged material is to be used for reclamation. The change in water-column

turbidity during dredging is a short-term impact. Water quality due to transfer of ions

from sediments to water is anticipated. It can be concluded that apart from short-term

increase in turbidity levels, no other significant effect on marine quality due to dredging

is anticipated. No impact on the marine water quality due to the disposal of dredged

material is envisaged.

� The software “Hydrodyn-MUDSOFT” has been utilized to assess the instantaneous

rates of erosion and deposition for various tidal conditions i.e. spring and neap tides.

The sediment transport model was run for 15 days continuously covering spring and

neap tide conditions to understand the basic sediment transport behavior in the study

domain without any development. It was observed that there will be no significant

change in the sedimentation processes due to the development of port facilities. The

wave modeling and tranquility studies carried out have established that tranquility

conditions prevail at the harbor facility for most of the time in a calendar year. The

proposed breakwaters and the berth alignment in the harbour basin have ensured that

the currents and tides around the jetty berths are well within threshold limits applicable

for safe berthing of fishing vessels most of the time thus enabling unhindered operations

at the port through-out the year.

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Page 148 of 181

� 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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Page 149 of 181

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.


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

of 181


Page 150 of 181

normally increase the turbidity levels in the water column. Total area of 1,11,620 square meter needs

to be reclaimed and about 5,48,700 m3 of filling material will be required and proposed 18500 m3 of

dredge material along with remaining quantity of filling material from nearby existing quarries will be

utilized. The change in water-column turbidity during dredging is a short-term impact. Water quality due

to transfer of ions from sediments to water is anticipated. It can be concluded that apart from short-term

increase in turbidity levels, no other significant effect on marine quality due to dredging is anticipated.

Potential impacts pertaining to the air environment, water environment, land / soil environment, noise

environment, socio-economic environment etc. have been identified and appropriate mitigation

measures including comprehensive monitoring program has been prescribed for the same. While

discussing about the CRZ clearance, representatives of the project proponent informed that they have

applied for CRZ clearance and it is under process. Committee noted that this project would be

considerably beneficial to the socioeconomic conditions of local area and the project would have a

significant positive impact on the overall economy of the area. After detailed discussion, it was decided

to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

27. SIA/GJ/MIS/19007/2017 The Commissioner of Fisheries, Fisheries Department, Gandhinagar, Government of Gujarat for the proposed Fishery Harbour (Madhwad) Village: Madhwad, Tal.: Kodinar, Dist.: Gir-Somnath.

Appraisal

Category of the unit: 7(e)

• This office has received an application vide online proposal no. SIA/GJ/MIS/19007/2017 dated

31/03/2017 along with final EIA report regarding grant of Environmental Clearance.

• EIA Report is prepared by M/s: WAPCOS Ltd. (A Government of India Undertaking), Gurgaon,

Haryana based on the ToR issued to the project proponent in the SEAC meeting dated

12/01/2016

• Public Hearing was conducted by Gujarat Pollution Control Board on 05/08/2016 at Sagar

Bhuvan, Kharava Samaj Community hall, Village: Madhwad, Tal: Kodinar, Dist.: Gir-Somnath.

• PP has made proposal for amendment in Terms of Reference (TOR) vide their online proposal

no. SIA/GJ/MIS/18010/2017 dated 09/01/2017 with dated 09/01/2017 with regard to change in

the layout of the Fishery Harbour and submitted copy of revised DPR prepared by M/s

WAPCOS.

• PP was called for presentation on 17/02/2017 and amendment in ToR was accorded vide letter

no SEIAA/GUJ/EC/7(e)/83/2017 dated 18/02/2017.

Status of the project: New


Fish handling capacity of the proposed fishery harbor is 21,450 MT/Annum. As the fish handling

capacity of the Jetty is ≥10,000 TPA, the project falls in B category of the project / activity no. 7(e) in

the schedule of the EIA Notification, 2006.

The salient features of the project are as under:

� Fish handling capacity of the proposed fishery harbor is 21450 MT/Annum.

� Madhwad FH (Fishery Harbour) is designed for 569 Boats (136 Trawlers, 10 Gillnetters

& 423 OBM/IBM - FRP). It is need based on number of registered vessels and annual

fish catch.

� Area of proposed project is 29.32 ha [11.72 ha land side facilities & 17.6 ha for marine

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Page 151 of 181

side facilities] and proposed Green belt area / Tree plantation area of 12244 Sq m.

� Estimated cost of the proposed project will be 115.76 Crores.

� Seaside activities/facility involves Northern & Southern Breakwaters of 976.88 m &

924.60 m respectively, Landing Quay, beach landing, berthing quay, repair quay,

outfitting Quay, dredging and reclamation and Design is approved by Central Institute of

Coastal Engineering for Fisheries (CICEF), Bangalore.

� The area is situated on the shore line of Arabian Sea at Madhwad. The soils in the

project area are loose silty sand or soft silty clay followed by medium dense to dense

clayey sand or stiff to hard silty clay in texture.

� Project area near to the existing fish Landing centre at Madhwad was selected and also

approved by CICEF for development of Madhwad FH.

� Sea Side Facilities

Sr

.

no

.


1 Landing Quay - 01 126 m x 7 m

2 Idle Berthing Quay ( 01 Jetty ) 234 m x 7 m

3 Outfitting Quay - 01 36 m x 7 m

4 Repair Quay - 01 36 m x 7 m

5 Beach Landing 220 m

6 Northern Break water 976.88 m

7 Southern Break water 924.60 m

8 Road Above Northern Break water 976.88 x 6 m

9 Road Above Southern Break water 924.6 x 6 m

� Land Side Facilities

Sr

.

no

.


1 Auction Hall (1 No.) – MFVs 35.23 m x 26.6 m

Auction Hall (1 No.)-FRPs 25.23 m x 18.8 m

2 Net Mending Sheds (2 Nos.) 20.23 m x 10.23 m

(each)

3 Admin. Building 19 m x 9.5 m

4 Effluent Treatment Plant 79 m x 20.8 m

5 Boat repair Shop 9.73 m x 9.32 m

6 Security Cabin 6.5 m x 4.4 m

7 Radio Station 13.44 m x 10.46 m

8 Double lane Road 1816 x 18 m

Single lane Road 574 x 10 m

9 Gear shed (4 Nos) 24 m x 6.70 m (each)

10 Dormitory with toilet 24.4 m x 10.8 m

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Page 152 of 181

11 Fisherman rest shed 25.23 m x 8.46 m

12 Restaurant 25.3 m x 6.23 m

13 Sloping Hard 30 m x 60 m

14 Boat Parking area 48012 Sqm

15 Compound Wall 1294 m

16 Public toilet block (2 Nos) 8.2 m x 8.2 m (each)

� Breakwaters are proposed for shore protection work considering the current and tide

and wave condition.

� Maximum draft is of 2 meter and considering the low water level, siltation , size of boat ,

depth of basin etc , dredging of @ 1,38,800 m3 is envisaged. Dredging is required at

basin area nearer to the shoreline to ensure all time berthing and landing of fish catch.

� Ground level at fishery harbor site is proposed to be reclaimed +3.5 m near Quay and

reclamation is estimated to be @ 476500 m3.

� The dredging and other construction activities normally increase the turbidity levels in

the water column. The total quantity of material to be dredged is 138800 m3. The whole

quality of dredged material is to be used for reclamation. The change in water-column

turbidity during dredging is a short-term impact. Water quality due to transfer of ions

from sediments to water is anticipated. It can be concluded that apart from short-term

increase in turbidity levels, no other significant effect on marine quality due to dredging

is anticipated. No impact on the marine water quality due to the disposal of dredged

material is envisaged.

� Total area of 1,46,590 m2 needs to be reclaimed and used for developing various

facilities. Total amount of 4,76,500 m3 of filling material will be required for project and

dredged material of 1,38,800 m3 , 3,37,700 m3 of earth working cutting at project site

and remaining will be brought from nearby existing quarries.

� The software “Hydrodyn-MUDSOFT” has been utilized to assess the instantaneous

rates of erosion and deposition for various tidal conditions i.e. spring and neap tides.

The sediment transport model was run for 15 days continuously covering spring and

neap tide conditions to understand the basic sediment transport behavior in the study

domain without any development. It was observed that there will be no significant

change in the sedimentation processes due to the development of port facilities. The

wave modeling and tranquility studies carried out have established that tranquility

conditions prevail at the harbor facility for most of the time in a calendar year. The

proposed breakwaters and the berth alignment in the harbour basin have ensured that

the currents and tides around the jetty berths are well within threshold limits applicable

for safe berthing of fishing vessels most of the time thus enabling unhindered operations

at the port through-out the year.

� The marine ecological survey was conducted from 16th to 17th February 2016. The

surface as well bottom water samples were collected from 10 locations. It was observed

during the marine ecological survey that the project area has moderate productivity and

berthing area has less and occasional presence of Fish larvae. Hence, no major impacts

are anticipated on marine ecology due to construction and operation of the proposed

project.

� There are no major faunal species observed in and around the project area and no

significant impact on marine ecology is anticipated due to reclamation of land.

of 181


Page 153 of 181

� The HTL/LTL demarcation for the project site was conducted by Institute of Remote

Sensing (IRS) Anna University, Chennai. As per the CRZ categorization report the

project area falls in CRZ- IB, CRZ III and CRZ- IV A. The HTL /LTL Report prepared by

Institute of Remote Sensing (IRS) Anna University, Chennai. No mangroves or any

other ecosensitive entity is present in the proposed project site.

� Total water requirement for the project will be 404 KL/day (Fresh water 190 KL/day from

GWIL, Sea Water 191 KL/day & Recycled treated waste water 213 KL/day).

� The generated wastewater of 213 KLD (60 KLD sewage + 153 KLD of washing water)

will be treated in the ETP and then reused for green belt area.

� Waste water generation from fish washing, future fish processing for fishermen and

fishery industry people working within the fishery Harbour complex and other uses

(cleaning of Auction hall and fish Boxes) will be 153 KL/day and it will be treated in the

proposed ETP (Cap. 0.5 MLD) comprises of primary, secondary & tertiary treatment

units. Total 153 KL/day of treated waste water will be reused for cleaning of auction hall

premises (90 KL/day) and for fish washing (63 KL/day).

� Remaining 60 KL/day of treated waste water conforming to the GPCB norms will be

utilized for plantation / Gardening / Green Belt within premises.

� Solid waste likely to be generated from construction site and labour camps during

construction phase will be collected and disposed off at designated disposal site.

� Fish waste (offal) will be collected from the auction hall and used for manufacturing of

fish meal for animal and poultry feeds etc, during operation phase.

� Offal may also be used for making fertilizers for agriculture use. Community toilets with

septic tanks will be provided for the labour involved in construction phase.

� DG set (100 KVA) will be provided as stand-by facility. About 300 lit/day diesel will be

used as fuel during operational phase.

� Used Oil / Waste Oil generated during Operational Phase will be around 0.43 KL/Year

from DG Set and Repair of Boat and this waste shall be recycled from GPCB authorized

recyclers.

� Generated Waste (Manure) from the waste water treatment (1.53 MT/Year) will be used

for green belt development area/ agriculture purpose.

� Fish waste (offal) [21.45 MT/Year] collected from the Harbour shall be fed into the

composting machine and it shall be used for manufacturing of fish meal for animal and

poultry feeds or used for making fertilizers for agriculture use.

� The construction activities could lead to increased traffic due to plying of construction

vehicles. Likewise, increase in fish landings at Madhwad Fishery Harbour would also

increase the traffic in the area. The measures recommended are construction vehicles

will comply with emission standards of CPCB, Idling of delivery trucks will be avoided &

Effective Traffic Management will be undertaken.

� For boat traffic, the measures recommended are Navigation facilities such as harbour

entrance channel, basin and different harbour facilities, like navigation aids include tall

beacons, lighthouse, and coloured/lighted buoys, markers, navigation lights etc.

� The operation phase will provide significant opportunities for employment in skilled,

semi-skilled & unskilled categories. Thus the proposed project would be considerably

beneficial to the socioeconomic conditions of local area. Beside direct employment, rise

in indirect employment and enterprise development due to proposed project would also

of 181


Page 154 of 181

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.


Technical presentation made during the meeting by project proponent. The baseline environmental

quality has been assessed for various components of the environment viz. air, water, noise, biological

and socioeconomic aspects. The baseline environmental study carried in the study area of 10 km radial

distance from project site for the period January 2016 to March 2016. Ambient air quality monitoring

was conducted at four locations in the study area. The parameters monitored were PM10, PM2.5, SO2

and NOx. The baseline ambient air quality results show average concentration of PM10, PM2.5, SO2

and NOx are well below the National Ambient Air Quality Standards (NAAQS). The maximum value of

PM10 and PM2.5 were 96.50 and 56.50 respectively, remains nearer to the permissible limit and PP

replied that it is due to traffic movement in the area. Software modeling was carried out for predicting

the Ground Level Concentration [GLC] of SPM, SO2 and NOx. The GLC values show minimal increase

due to the projected emission from the proposed project. Air pollution modeling in the EIA report shows

that the incremental concentration is quite low due to the proposed project. Potential impacts pertaining

to the air environment, water environment, land / soil environment, noise environment, socio-economic

environment etc. have been identified and appropriate mitigation measures including comprehensive

monitoring program has been prescribed for the same. Detailed study of terrestrial as well as marine

ecology study (16th & 17th Feb 2016) has been carried out and marine water, sediment and biological

samples were collected from 10 different locations. While discussing about the CRZ clearance,

representatives of the project proponent informed that they have applied for CRZ clearance and it is

under process. Committee noted that this project would be considerably beneficial to the

socioeconomic conditions of local area and the project would have a significant positive impact on the

overall economy of the area. After detailed discussion, it was decided to recommend the project to

SEIAA, Gujarat for grant of Environmental Clearance.

28. SIA/GJ/MIS/18991/2016 M/s: En Cler Bio Medical Waste Pvt. Ltd. Plot No. 310/1 & 2, Phase-2, GIDC Vapi, Ta. Pardi, Dist. Valsad.

Appraisal

Category of the unit : 7(da)

• This office has received an application vide their online proposal no. SIA/GJ/MIS/16120/2016


• Project proponent has submitted EIA Report prepared by M/s: En-vision Environmental

Service.,Surat, based on the TOR issued by the SEIAA, Gujarat vide letter no.

SEIAA/GUJ/TOR/7(da)/748/2016 dated 29/12/2016.

Project status: New


This unit has proposed to set up a Common Bio-Medical Waste Treatment Facility (CBWTF) for

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Page 155 of 181

collection, transportation & its management as per the Bio-Medical Waste Management Rules, 2016 as

amended. Proposed capacity of the project is tabulated as below:

Facility Capacity

Incinerator 150 Kg/hr each

Autoclave 125 kg/hr per cycle.

Shredder 200 Kg/ hr


Name of Project Common Bio-Medical Waste Treatment Facility

Category & Schedule Category 7(da) Common Bio Medical Treatment Facilities (

CBMWTF) as per notification dated 17th April, 2015

Total cost of Proposed

Project (Rs. in Crores)

Rs. 7.45 Crores [745.00 Lakhs]

Plot area ( sq. meter) 4271.00 Sq. m.

Green belt area ( sq.

meter)

1410.00 Sq. m.

Water

Source of Water

Supply

GIDC water supply

Water Consumption

(KL/ Day)

Water Consumption will be 12.50 KL/day.

(7.0 KL for Domestic & Gardening, 5.50 KL for Industrial).

Waste Water

Generation (KL/Day) &

Treatment facility

Industrial waste water generation will be 4.60 KL/day from Floor,

Vehicle & Equipment Washing, Autoclave. Primary and Tertiary

Effluent Treatment Plant.

Domestic waste water (1.8 KL/day) will be disposed off into soak pit

system.

Mode of Disposal &

Final meeting point

Zero Liquid Discharge (ZLD).

Air

No. of Boilers/ TFH/

Furnaces/ DG sets etc.

with capacities

Incinerator : 150 Kg/ hr

Autoclave : 125 kg/hr

Shredder : 200 kg/hr

DG set having capacity 150 KVA.

Fuel consumption

(MT/hr & MT/Day)

Natural gas - 60 SCM/hr ( For Incinerator)

Diesel (55 Lit./hr) ( For D.G. Set)

Process gas/Fugitive

emission details

There is no process gas emission from proposed facility.

Only source of point source pollution is the flue gas through

Incinerator stack and DG set stack. Emissions from point sources

may include gases (PM10, PM2.5, NOx, HCL, Hg, Total Dioxin and

Furan etc.) from Incineration and dust emissions etc.

APCM for process gas/

fugitive gaseous

emission details

Lime Reactor, Air cooled gas cooler, Sodium Carbonate injection,

Activated carbon injection system and Bag Filter will be provided as

APCM with the Incinerator with adequate stack height.

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Hazardous Waste Types of

Waste &

Category

Source of

Generation

Quantit

y

(Propo

sed)

Storage

Method

Method of

Disposal

Used oil

(5.1)

From Plant 100

Lit/yr.

Stored

into the

closed

container.

Used as

Lubricatn/

Authorised

reprocess

ors

ETP

Sludge

(35.3)

From ETP 3

MT/yr.

Will be

stored in

separate

area

Disposal

to

authorized

TSDF site.

Incinerat

or Ash

(37.2)

Incineration

of BMW,

111

MT/yr.

Stored as

per the

rule.

Disposal

to

authorized

TSDF site.

Sludge

salt

(37.3)

Reactor 5.5

MT/yr.

Stored as

per the

rule.

Disposal

to

authorized

TSDF site.

Treated

Bio

medical

Waste

Treatment

of

Biomedical

Waste

900.0

MT/M

Stored as

per the

rule.

Disposal

to

authorized

TSDF site

Sharp

Waste

Treatment

of

Biomedical

Waste

40 T/yr. Stored as

per the

rule.

Niddle

waste will

be

disposed

to in-

house

sharp pit.

• Since, the unit is located in the GIDC- Vapi, which is a notified industrial area; the public

consultation is not necessary as per paragraph 7(i) III (i) (b) of the Environment Impact

Assessment Notification-2006.


Technical presentation made during the meeting by project proponent. The project proponent along

with their experts/consultants attended the meeting of the SEAC held on 18/04/2017. During the

meeting, the project was appraised based on the information furnished in the EIA Report, details

presented before the committee. Technical presentation made during the meeting by project

proponent. During the meeting, guidelines published by Central Pollution Control Board (CPCB) for

Common Bio-Medical Waste Treatment Facility (CBWTF) were discussed in detail. EIA report reveals

that baseline environmental study was carried out during the month of November - 2016 to January -

2017 to determine the prevailing status of ambient air, land use, noise level topography, meteorology,

ecology & socioeconomic outline. Baseline ambient air quality was measured at five locations.

Monitoring was carried out for PM10, PM2.5, SO2, NOx, CO and VOC. The maximum concentrations

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of PM10, PM2.5, SO2, NOx, CO and VOC at each ambient air monitoring locations were compared

with NAAQS for industrial, residential, rural and other areas. All the parameters are well within the

NAAQS at six locations. Total VOC (as benzene) concentrations were below detectable limit (BDL) at

all locations. While discussing about the optional facility in case of non-operation of their facility, PP

assured that one CBWTF is operated by them only and they will tie up with them as optional facility, in

case of any emergency. During the meeting adequacy of APCM, management and handling of of

BMW, routes of the collection of BMW, type of vehicles and manpower related issues have been

discussed. Lime Reactor, Air cooled gas cooler, Sodium Carbonate injection, Activated carbon injection

system and Bag Filter will be provided as APCM with the Incinerator with adequate stack height. The

committee put emphasis on compliance of CPCB guidelines 2016 for siting and designing critereria for

Biomedical Waste Treatment Facility. After deliberation, It was unanimously decided to consider the

project for further consideration only after submission of the compliance of BMW Rules and Guidelines

2016.

29. SIA/GJ/THE/18824/2017 M/s: Bellfield Power Inception Pvt. Ltd. Survey No. 1413/1P, Vill. Naika, Ta. Dist. Kheda

Screening & Scoping

Category of the unit : 1(d)

• This office has received an application vide their online proposal no. SIA/GJ/THE/18824/2017


Project status: New


Bellfield Power Inception Private Limited (BPIPL) proposes to set up a new 23 MW power plant at

Survey No. 1382/1, 1382/2, 1383/1, 1383/2, & 1413/1P, Village: Naika, Taluka & Dist: Kheda in

Gujarat.

The project falls under Category B of project activity 1(d) as per the schedule of EIA Notification 2006.



(Rs. in Crores)

INR ~73.9 Crores

Total Plot area

( sq. meter)

16,844 m2 (76 Ha).

Green belt area,/Tree Plantation area

( sq. meter)

~ 5,665 m2 (33.6 %)

Water



Water will be withdrawal from existing

bore wells (2 Nos.)

Water consumption (KL/day): 384 KLD

Category Existing

KL/Day

*Proposed

(Additional)

KL/day

*Total after

Expansion

KL/day

(D) Domestic 4 -

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(E) Gardening 20 -

(F) Industrial

Process - -

Washing - -

Boiler 100 -

Cooling 260 -

Others - -

Total (A+B+C)

*Ignore in case of New projects.

Waste water generation (KL/day): 137 KLD

Category Existing

KL/Day

*Proposed

(Additional)

KL/day

*Total after

Expansion

KL/day

(D) Domestic

(E) Gardening

(F) Industrial

Process

Washing

Boiler

Cooling

Others

Total Industrial waste

water


Treatment facility with capacity

(ETP, CETP, MEE, STP etc).

Effluent Treatment Plant (ETP) will be

provided. Capacities will be detailed out

in EIA study.

Mode of Disposal & Final meeting point Domestic: Sewage will be collected in

Septic Tanks and disposed in soak pits.

Industrial: Treated effluent will be fully

recycled and reutilized to achieve zero

liquid discharge.


Recycle and reuse schemes will be

detailed out in EIA studies.

Air

No. of Boilers/TFH/Furnaces/DG sets etc.

with capacities viz. TPH, Kcal/hr, MT/hr,

KVA etc.

Boilers: 2 Nos, 55 TPH Capacity each.

DG Sets: 1.5 MW Capacity (for

Emergency Purpose only)

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

Imported Coal (Indonesian): 365 MT/Day

Rise Husk: 200 MT/Day*

HSD: 9.6 KL/day

* Maximum blending ratio of coal to husk

shall be maintained to 70:30, as per the

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availability of Husk.

APCM for flue gas ESP & Adequate stack height provided

to boilers

Adequate stack height provided to DG

sets.

Process gas/Fugitive emission details i.e.

Type of pollutant gases (SO2, HCl, NH3, Cl2,

NOx etc.)

Volume Source:

SPM emission from coal & husk storage

yard is envisaged as volume source

emissions.

Line Source Emissions:

During construction phase, vehicular

emissions like CO & HC’s will be

generated.

During operation phase, vehicular

emissions due to transportation of raw

materials and local travel of employees

are envisaged.


emission details

Not Applicable.

Hazardous waste

(as per the Hazardous and Other Wastes

(Management and Transboundary

Movement) Rules 2016.

Sr.

no.

Type/Name of

Hazardous

waste

Source of

generation

Category and

Schedule as

per HW

Rules.

Quantity

(MT/Annum)

Disposal Method

1 Used Oil DG Sets &

Power

Plant

utilities

5.1 1.5 Fully Reused.

Quantity of discarded containers must be in MT/Annum.

Membership details of CETP, TSDF,

CHWIF, Common MEE etc.

Membership certificate from cement

industry will be taken.

Details of Non-Hazardous waste & its

disposal

(MSW and others)

The fly ash (~21,000 TPA) shall be

pneumatically collected with the help of

dense phase pneumatic pumps to closed

storage silos and sold to brick

manufacturers and cement industry.

Bottom ash is partly recycled after

screening and balance will be sold to the

cement industry. No other hazardous

waste will be generated from proposed

power plant.


Technical presentation was made during the meeting by project proponent. The proposed power plant

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Page 160 of 181

will mainly comprise of Boiler House consisting of AFBC Boilers, Steam Turbine, Alternator /

Generator, Fuel storage area, Utility Area consisting of cooling tower, compressors, ESP section, ETP

(RO & MEE) area & Fly ash & Hazardous waste storage area. The Imported Coal & Rice Husk will be

fed to furnace of the AFBC Boilers (2 x 55 TPH). The fuel mix (Ratio 70:30) will be fired in the furnace.

The saturated steam is generated in the Boiler drum and passed to the Primary, Secondary & In-bed

super heaters to get the superheated steam from the Boilers. The superheated steam is fed to the

Steam Turbine and it rotates the steam Turbine. The steam Turbine is coupled with Reduction gears

and Alternators. The power of 23 MW will be generated in the Alternators and distributed to the nearby

industries and textile units. Coal & husk will have the separate storage area. Fly ash & bottom ash

generated will be disposed off as per the fly ash notification. Plant will have no effluent discharge,

hence meeting Zero Liquid Discharge (ZLD) norms. Flue gas shall meet the statutory norms. Design of

ESPs will be as per the state government norms. After deliberation on various aspects the project

proponent was asked to include following additional TOR for the EIA study to be done covering 10 Km

radial distance from the boundary of the project site:

1. A tabular chart with index for point-wise compliance of below mentioned TORs.



EMP and the post-project monitoring plan in brief.

3. Need for the proposed expansion shall be justified in detail.

4. Present land use pattern of the study area shall be given based on satellite imagery.





8. Demarcation of proposed activities in lay out of the existing premises. Provision of continuous

unobstructed peripheral open path within the project area for unobstructed easy movement of the

emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

9. Explore feasibilities to go for air cooled condensers instead of water cooled condensers in order to

reduce the raw water requirement.

10. Technical details of the proposed power plant along with details of strategy for implementation

reuse / recycle and other cleaner production options for reduction of wastes. Generation of waste

gases and utilization of waste heat have to be set out.

11. Details of the ETP units including its capacity, size of each unit, retention time and other technical

parameters.

12. Work out the complete reuse plan for treated wastewater within the premises and ensure that

there will be no discharge of waste water.

13. Application wise break-up of treated effluent quantity to be recycled / reused in various

applications like sprinkling on roads, coal storage yard and green belt development etc.


requirements for the project. Copy of letter of permission obtained from the concerned authority for

supply of additional raw water for the proposed activities.

15. Detailed water balance (including reuse-recycle, if any) along with qualitative and quantitative

analysis of each waste stream to be generated from all sources including Boilers, Cooling Towers,

D.M. Plant etc. Details of methods to be adopted for the water conservation.

16. Details of the treatment facilities proposed for the effluent to be generated from the power plant

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including existing project. Details of the ETP units including its capacity (KL/day), size of each unit,

retention time and other technical parameters and details about up-gradation in the existing ETP

(if any proposed) to take care of the wastewater to be generated from the proposed activities.

17. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis

the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated

along with adequacy and efficacy report. The characteristic on which treatability is based shall also

be stated.

18. Site-specific meteorological data including temperature, relative humidity, hourly wind speed and

direction and rainfall shall be provided.






20. One complete season base line ambient air quality data (except monsoon) to be given along with

the dates of monitoring. The parameters to be covered shall be in accordance with the revised

National Ambient Air Quality Standards as well as project specific parameters. Locations of the

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

downwind direction, population zone and sensitive receptors. There should be at least one

monitoring station in the upwind direction. There should be at least one monitoring station in the

pre dominant downwind direction at a location where maximum ground level concentration is likely

to occur.

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

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

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

also be shown on this map. Air quality modelling to be carried out considering the partial and

complete failure of the ESP.

22. Quantity of the fuel requirement, its source and transportation, storage, handling and management

along with the environmental management to be adopted for this. Fuel analysis to be provided

(sulphur, ash content and heavy metals including Pb, Cr, As and Hg).

23. A confirmed fuel linkage along with the supportive documents of long term supply of coal for the

project requirements should be provided.

24. Specific details of (i) Details of the utilities required (ii) Quantity and characteristics of each fuel

along with analysis report and its source (iii) Flue gas emission rate from each utility (iv) Air

Pollution Control Measures proposed to each of the utility along with its adequacy.

25. Technical details of ESP proposed to be installed as air pollution control system along with its

adequacy, details of its operational controls with DCS, system for online monitoring of the

pollutants from the stack etc. Details of provisions to be kept in ESP to ensure that in any case the

air emission does not cross the GPCB norms including provision of standby field in the ESP,

preventive maintenance, failure / tripping control system, guarantee from the ESP supplier,

alternative arrangements in case of the failure / tripping of the ESP etc. ESP should be designed

to achieve GPCB norms at the outlet.

26. List of all the sources of fugitive emission. Detailed plan for prevention and control of fugitive

emission / dusting at each and every stage of fuel handling including unloading / loading at port,

transportation from port to plant, unloading / loading / stacking / conveyance / transfer at plant etc.

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Detailed specifications and schematic diagram of water sprinkling system including number of

sprinklers to be installed, pipe diameter and nozzle diameter of the sprinklers, quantity of water to

be consumed by sprinklers etc.

27. Impact on local transport infrastructure due to the project such as transportation of fuel, ash etc.

Base line status of the existing traffic, projected increase in truck traffic as a result of the project in

the present road network, impact on it due to the project activities, carrying capacity of the existing

roads and whether it is capable of handling the increased load. Arrangement for improving the

infrastructure like road etc. if any should be covered. Whether any additional infrastructure would

need to be constructed and the agency responsible for the same with time frame.

28. Details and time bound program for installation of online monitoring system in the existing as well

as proposed plants for monitoring of the pollutants from the stacks and process vents with a

software and an arrangement to reflect the online monitored data on the company's server, which

can be accessed by the GPCB on real time basis.

29. Provision of Continuous Ambient Air Quality Monitoring Station [CAAQMS] within premises, with

an arrangement to reflect monitored data on the company’s server, which can be accessed by the

GPCB on real time basis.

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

31. Details of management of the hazardous wastes to be generated from the project stating detail of

storage area for each type of waste, its handling, its utilization and disposal etc. How the manual

handling of the hazardous wastes will be minimized.

32. Detailed plan of ash evacuation, handling, storage and utilization should be provided. Undertaking

stating that ash pond shall not be constructed and it shall be stored in closed silos only should be

incorporated.

33. Details of seismic design aspects to be adhered to in the project.

34. Technical details of conveyor belts and mitigation measures to ensure that there will be no dust

emission from conveyor belts.

35. Details of proposed disposal of solid wastes that may generate due to spillage of materials.

36. Specific safety measures proposed at storage yard / warehouse and conveyor belts.

37. Details of fire fighting system including provision for flame detectors, temperature actuated heat

detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate

power system for fire fighting, details of qualified and trained fire personnel & their job

specifications, nearest fire station & time required to reach the proposed site. Submit line diagram

of the fire hydrant network.

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

should be incorporated.

39. Details of 100% fly ash utilization plan as per latest fly ash Utilization. Notification of GOI along

with firm agreements / MoU with contracting parties including other usages etc. shall be submitted.

The plan shall also include disposal method / mechanism of bottom ash.

40. A detailed EMP including the protection and mitigation measures for impact on human health and

environment as well as detailed monitoring plan and environmental management cell proposed for

implementation and monitoring of EMP. The EMP should also include the concept of waste-

minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource

conservation. Total capital cost and recurring cost/annum earmarked for environment pollution

control measures.

41. Occupational health impacts on the workers and mitigation measures proposed to avoid the

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human health hazards along with the personal protective equipment to be provided to the workers.

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

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

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

42. Risk assessment including prediction of the worst-case scenario and maximum credible accident

scenario related to fire and explosion issues due to storage and use of fuel should be carried out.

The worst-case scenario should take into account the maximum inventory of storage at site at any

point in time. The risk contours should be plotted on the plant layout map clearly showing which of

the activities would be affected in case of an accident taking place. Based on the same, proposed

safeguard measures including On-Site / Off-Site emergency plan should be provided. Measures

to guard against fire hazards including details of automatic fire detection and control system &

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

jockey pump, toxic gas detectors etc. should also be provided.

43. Provisions for water supply, fuel (kerosene or cooking gas), lighting, sanitation etc. to the

construction work force so as to avoid felling of trees/mangroves and pollution of water and the

surroundings. Details of personal protective equipments to be provided to construction workers at

the site.

44. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

manufacturing utility staff for safety related measures.


commitment of the project proponent on the same should be provided. An action plan to address

the issues raised during public hearing and the necessary allocation of funds for the same should

be provided.

46. Detailed five year greenbelt development program including annual budget, types & number of

trees to be planted, area under green belt development [with map], budgetary outlay; along with

commitment of the management to carry out the tree plantation activities outside the premises at

appropriate places in the nearby areas and elsewhere.

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

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

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

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

48. Plan for compliance of the EP Rules and CREP guidelines for the proposed power plant.

49. Compliance status of the existing unit with respect to various conditions given in the

Environmental Clearance and CC&A orders obtained for the existing plants.

50. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

notices etc. served by the GPCB to the existing unit in last three years and actions taken then after

for prevention of pollution.

51. Copy of Environmental Clearance obtained for the existing project and a certified report of the

status of compliance of the conditions stipulated in the environmental clearance for the existing

operation of the project by the Regional Office of the MoEF.

52. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in

last three years and measures proposed to be taken for avoiding reoccurrence of such accidents

in future.

53. Any litigation pending against the project and / or any direction / order passed by any Court of Law

against the project, if so, details thereof.

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54. Does the company have a well laid down Environment Policy approved by its Board of Directors?

If so, it may be detailed in the EIA report. Does the Environment Policy prescribe for standard

operating process / procedures to bring into focus any infringement / deviation / violation of the

environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

55. What is the hierarchical system or administrative order of the company to deal with the

environmental issues and for ensuring compliance with the EC conditions. Details of this system

may be given.

56. Does the company have a system of reporting of non compliances / violations of environmental

norms to the Board of Directors of the company and / or shareholders or stakeholders at large?

This reporting mechanism should be detailed in the EIA Report.






04/08/2009.


MoEF’s sector specific EIA Manual for ‘Thermal Power Plants’ shall be considered as generic TORs

for preparation of the EIA report in addition to all the relevant information as per the generic structure

of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted to

the Gujarat Pollution Control Board for conducting the public consultation process as per the

provisions of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA

report.

Validity of ToR:







Additional Agenda

1. SIA/GJ/IND2/17966/2016 M/s. Aditya Meruchem Pvt. Ltd. (Unit II), Plot no.: 11 & 12, Tirth Industrial Park, Dholka Highway, Kamod Circle, Near Paldi, Kankaj Village, Dist. Ahmedabad

Reconsideration/ Scoping

Category of the unit : 5(f)

• M/s: Aditya Meruchem Pvt Ltd (Unit II), herein after Project Proponent (PP) has submitted

application for new project on date 17/01/2017.

• Proposal was considered for screening and scoping during SEAC meeting held on 08/02/2016.

• During the presentation, while asking about the exact quantity of water requirement and source of

fresh water, PP could not reply satisfactorily. After detailed discussion, it was decided to consider

the project for scoping in one of the upcoming meetings of SEAC only after submission of the

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following: (1) Exact water consumption quantity with specific source of fresh water. (2) Legal

Undertaking stating that unit is complying the three conditions [i.e. water consumption less than 25

M3/day; Fuel consumption less than 25 TPD; and not covered in the category of MAH units as per

the Management, Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989] as per the

amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25.06.2014.

• PP has submitted point wise reply of aforementioned details.

Project status: New


This is a new unit proposes the manufacturing of Synthetic organic chemicals as tabulated below:

Sr.

no.

Name of the Products

Quantity

(MT/Month)

01 COLISTIMETHATE SODIUM 0.600

02 TOBRAMYCIN SULFATE 0.600

03 VANVCOMYCIN

HYDROCHLORIDE

0.600

04 HYDROXOCOBALAMIN

ACETATE

0.800

05 ADENOSYLCOBALAMIN 0.400

06 NICORANDIL 0.800

07 HYDROXYZINE

HYDROCHLORIDE

2.000

08 MECOBALAMIN(METHYLC

OBALAMIN)

0.400

09 POLYMYXIN B SULFATE 0.400

10 BACITRACIN ZINC 0.400

11 ZINC CARNOSINE 2.000

TOTAL 9.000

12 TEXTILE EMULSION AND

AUXILIARIES

360.00

The project falls under Category B of project activity 5 (f) as per the schedule of EIA Notification 2006.



(Rs. in Crores)

95 Lacs

Total Plot area

( sq. meter)

4200 Sq Meter

Green belt area,/Tree Plantation area

( sq. meter)

300 Sq Meter

Water



DM Water will be purchased from

open market


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Sr No Category Water

Consumption in

KL/Day

1. Domestic Purpose 0.500

2. INDUSTRIAL

Process (Manufacturing of Bulk Drug) 06.50

Process (Textile Auxiliary) DM Water 17.50

Gardening 0.500

Total Wastewater Consumption (Industrial +

Domestic)

25.00


Waste water generation (KL/day)

Sr No Category Water Consumption

in KL/Day

1. Domestic Purpose 0.400

2. INDUSTRIAL

Process (Manufacturing of Bulk Drug) 0.300

Process (Textile Auxiliary) DM Water NIL

Total Wastewater Generation (Industrial) 0.300

Total Sewage Generation 0.400


Treatment facility with capacity


The industrial wastewater will be

evaporated through evaporation and

domestic sewage will be disposed

through soak pit. Hence there will be

no waste water discharge from plant

premises. We assure you that we will

maintain Zero Discharge

Mode of Disposal & Final meeting point

Domestic: Soak Pit

Industrial: Evaporated


NIL

Air

No. of Boilers/TFH/Furnaces/DG sets etc. with

capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

Attached as Annexure I

Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

Attached as Annexure I

APCM for flue gas Attached as Annexure I

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Process gas/Fugitive emission details i.e. Type

of pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)

----

Annexure-I

They will use Diesel as fuel in Steam Boiler and we will provide adequate height of stack

of 11.00 meter. Adequate stack height of 8 m from ground level will be provided for DG

Set. There will no process gas emission from proposed project.

Sr

no

Stack

attached to

Stack height

in meter

Fuel Consumpti

on

APCM

1 Steam Boiler 11.00 Diesel 100

Liter/Day

Not applicable

2. D.G. Set –

125 KVA

5.00 Diesel 10.00 Liter

/Hour

Not applicable


emission details

----

Hazardous waste

Sr.

No.

Type/Name of

Hazardous

waste

Source of

generation

Category and

Schedule as

per HW Rules.

Quantity

(MT/Annum)

Disposal

Method

1. Used Oil DG Set

and

machinery

5.1 0.02 MT Reuse

2. Empty

container

Plant 33.1 120 Number Sold to

actual

user

3. Evaporation

Residue

Evaporatio

n

35.3 0.010 Common

Facility

Quantity of discarded containers must be in MT/Annum.

Membership details of TSDF, CHWIF, Common

MEE etc.

Will in process to obtain

Details of Non-Hazardous waste & its disposal

(MSW and others)

Nil


Technical presentation was made during the meeting by project proponent. PP submitted that their DM

water requirement is @ 17.50 KLD, which will be procured from the market as a raw material. Hence,

total fresh water requirement will be 7.5 KL/day only. The source of the fresh water will be industrial

estate. PP has submitted legal undertaking stating that unit is complying the three conditions [i.e. water

consumption less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the

category of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules (MSIHC

Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25.06.2014.

After deliberation on various aspects the project proponent was asked to include following additional

TOR for the EIA study to be done covering 10 Km radial distance from the boundary of the project site:


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2. Executive summary of the project – giving a prima facie idea of the objectives of the proposal,

use of resources, justification, etc. In addition, it should provide a compilation of EIA report,

including EMP and the post-project monitoring plan in brief.

3. Justification for selecting the proposed product and unit size.

4. Land Possession Documents of the proposed site.

5. Need for the proposed expansion should be justified in detail.

6. Demarcation of proposed expansion activities in lay out of the existing premises.

7. Exact details about additional infrastructural facilities, plant machineries etc. required for the

proposed expansion.

8. Project site specific details such as distance of the project site from the nearest (1) Village-

Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3)

National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild

Life Sanctuary (8) Aanganwadi/School/College/Institute etc. and likely impact on them due to

the proposed project along with the mitigation measures proposed to minimize the likely impact.

Give satellite image of 5 KM radius.

9. Legal Undertaking stating that unit is complying the three conditions [i.e. water consumption

less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the category of

MAH units as per the Management, Storage, Import of Hazardous Chemical Rules (MSIHC

Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E) dated

25.06.2014.

10. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin all

round the periphery for unobstructed easy movement of the emergency vehicle / fire tenders

without reversing back. Mark the same in the plant layout.

11. Proposed monthly production of each grade of resin and product wise monthly consumption of

each raw material.

12. Manufacturing process along with chemical reactions, mass balance for each product.


requirements for the project. Copy of permission letter obtained from the concern authority for

drawl of raw water.

14. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative

analysis of each waste stream to be generated.

15. Plans for management and disposal of waste streams to be generated from spillage, leakages,

vessel washing, used container washing etc. Measures proposed for preventing effluent

discharge during unforeseen circumstances.

16. Action plan for ‘Zero’ discharge of effluent shall be included.

17. Justification and technical details regarding “No generation of industrial effluent from any stage

of the proposed manufacturing activities”. Ensure that there will be no discharge of waste water

in any case. Submit legal undertaking in this regard.

18. Details of the collection cum reuse tank for waste water generated from the washing activity.

Feasibility report with characteristics of waste water for complete reuse in glue making process.

19. Explore the possibility of reuse / recycle and other cleaner production options for reduction of

wastes and to conserve fresh water.

20. Details of possibility of chemical seepage & consequent soil contamination & mitigation

measure proposed for the same for the proposed project.


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23. One complete season base line ambient air quality data (except monsoon) to be given along

with the dates of monitoring. The parameters to be covered shall be in accordance with the

revised National Ambient Air Quality Standards as well as project specific parameters.

Locations of the monitoring stations should be so decided so as to take into consideration the

pre-dominant downwind direction, population zone and sensitive receptors. There should be at

least one monitoring station in the upwind direction. There should be at least one monitoring

station in the pre dominant downwind direction at a location where maximum ground level

concentration is likely to occur.

24. Modeling indicating the likely impact on ambient air quality due to proposed activities. The

details of model used and input parameters used for modeling should be provided. The air

quality contours may be shown on location map clearly indicating the location of sensitive

receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should

also be indicated on the map. Impact due to vehicular movement shall also be included into the

prediction using suitable model. Results of Air dispersion modeling should be superimposed on

satellite Image / geographical area map.



26. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel to be used for

each utility (iii) Flue gas emission rate from each utility (iv) Air Pollution Control Measures

proposed to each of the utility along with its adequacy (v) List the sources of fugitive emission

along with its quantification and proposed measures to control it.

27. Specific details of fugitive emission from the unit along with its quantification and proposed

measures to control it along with measures proposed to monitor VOC within work area. Details

of ventilation system proposed in the work area. Measures proposed to keep the work area

environment as per the norms of GFR.

28. Details of measures proposed for noise pollution abatement & its monitoring.

29. Details of management of the hazardous wastes to be generated from the project stating detail

of storage area for each type of waste, its handling and its disposal. How the manual handling

of the hazardous wastes will be minimized?

30. Methodology of de-contamination and disposal of discarded containers and its record keeping.

31. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat

Factories Rules.

32. A detailed EMP including the protection and mitigation measures for preventing impacts on

human health and environment as well as detailed monitoring plan with respect to various

parameters and responsible head for the environmental management cell and environmental

management cell proposed for implementation and monitoring of EMP.

33. Detailed socio-economic development measures including community welfare program most

useful in the project area for the overall improvement of the environment.


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commitment of the project proponent on the same should be provided. An action plan to

address the issues raised during public hearing and the necessary allocation of funds for the

same should be provided.

35. A detailed Green Belt Development Program including annual budget, types & number of trees

to be planted, area under green belt development [with map]; along with commitment of the

management to carry out the tree plantation activities outside the premises at appropriate

places in the GIDC area and elsewhere.

36. Details of hazardous characteristics and toxicity of raw materials and products to be handled

and the control measures proposed to ensure safety and avoid the human health impacts. This

shall include the details of Antidotes also.

37. Details of quantity of each hazardous chemical to be stored, Material of Construction of major

hazardous chemical storage tanks, threshold storage quantity as per schedules of the

Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals.

How the manual handling of the hazardous chemicals will be minimized?

38. Details of the separate isolated storage area for chemicals. Details of fire extinguishers, flame

proof electrical fittings, DCP extinguishers and other safety measures proposed.

39. Specific safety details / provisions for various hazardous chemicals and detailed fire control

plan for flammable substances.

40. Details of possibilities of occupational health hazards from the proposed manufacturing

activities and proposed measures to prevent them.

41. Detailed risk assessment report including prediction of the worst-case scenario and maximum

credible accident scenario along with damage distances and preparedness plan to combat such

situation and risk mitigation measures. Vulnerable zone demarcation.


mfg utility staff for safety related measures.

43. Status of the existing Consent to Operate and Authorization accorded by the SPCB.

Compliance status of the existing unit with respect to various conditions of CC&A order

obtained from the Gujarat Pollution Control Board (GPCB).

44. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

notices etc. served by the GPCB to the existing unit in last five years and actions taken then

after for prevention of pollution.

45. Status of any legal case/cases pending on the existing unit.


MoEF’s sector specific EIA Manual for synthetic organic chemical industry shall be considered as

generic TORs for preparation of the EIA report in addition to all the relevant information as per the

generic structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall

be submitted to the Gujarat Pollution Control Board for conducting the public consultation

process as per the provisions of the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report.

Validity of ToR:





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2. SIA/GJ/IND2/17986/2016 M/s. ION Exchange (I) Ltd., Plot No. 5811-12-13, GIDC Estate, Ankleshwar, Dist-Bharuch

Reconsideration/ Scoping

Category of the unit : 5(f)

• M/s: ION Exchange (INDIA) Ltd., herein after Project Proponent (PP) has submitted online

application vide no. SIA/GJ/IND2/17986/2016 dated 06/01/2017.

• Proposal was considered for screening and scoping during SEAC meeting held on 09/02/2017.

• Technical presentation made during the meeting by project proponent. Committee deliberated

on MOEF&CC OM dated 25/11/2016 regarding consideration of projects for Environmental

Clearance based on Comprehensive Environmental Pollution Index (CEPI) – Lifting of

Moratorium in respect of industrial cluster / area of Vapi, Ankleshwar & Vatva. As the

moratorium has been lifted, Project proponent has applied to SEIAA, Gujarat for obtaining TOR.

During technical presentation, committee noted that proposal is for expansion. Additional waste

water generation of 150 KLPD is with existing of 600 KLPD (Total waste water of 750 KLPD is

proposed to discharge after treatment to NCTL. Considering to the additional increase in

hydraulic load as well as pollution load to the NCTL, committee asked PP to make zero

discharge for the proposed expansion, thereby recycling entire 150 KLPD of the additional

waste water to be generated due to expansion. Considering the above facts, it was

unanimously decided to consider the project for TOR/Scoping only after satisfactory submission

of the following: (1) Ensure that total quantity to be discharged into NCTL will be as per the

existing Consented quantity and no increase due to proposed expansion. (2) Existing and

proposed management for spent sulphuric acid. (3) Revised proposal considering above

mentioned changes/corrections with sound environmental management system.

• PP has submitted point wise reply vide their letter on 19/04/2017.

Project status: Expansion


This is an existing unit engaged in Synthetic Organic Chemicals and now proposed for expansion as

tabulated below:

Sr.

No.

Name of Products Existing quantity

as per CCA No.

AWH-56490 in

(M3/Month)

Proposed

quantity for

Expansion in

(M3/Month)

Total quantity

(M3/Month)

1. Resin-Anion 250 750 1000

2. Resin-Cation 1400 600 2000

By-Product

1. Sulphuric Acid (60-

70%) 350 250 600

The project falls under Category B of project activity 5 (f) as per the schedule of EIA Notification 2006.


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Sr.

no.

Particulars Details

1 Aerial distance of nearest residential area 3.5 KM Ankleshwar

2 Project Status

( New/ Expansion/Amendment)

Expansion

3 Product Details

i List of Products & By-Products

[Give CAS no.s of each Products & Raw materials]

Sr.

No.

Name of Products Existing quantity

as per CCA No.

AWH-56490 in

(M3/Month)

Proposed

quantity for

Expansion in

(M3/Month)

Total

quantity

(M3/Month)

1. Resin-Anion 250 750 1000

2. Resin-Cation 1400 600 2000

By-Product

1. Sulphuric Acid (60-

70%) 350 250 600

ii Name of Major Raw materials

(Product wise raw materials)

Attached as an Annexure-I

4 Total cost of Proposed Project

(Rs. in Crores)

Rs. 25 Crores

5 Total Plot area

( sq. meter)

46977 sq. mt.

6 Green belt area,/Tree Plantation area

( sq. meter)

8937 sq. mt.

7 Water

i



GIDC

ii


Water Consumption Existing

Quantity

(KL/Day)

Proposed

Quantity

(KL /Day)

Total Quantity

(Proposed

Scenario)

(KL/Day)

i) Domestic

a) Domestic use 8 +4 12

b) Gardening 14 +16 30

ii) Industrial

a) Process 527 +38 565

b) Boiler + Cooling Tower 90 +70 160

c) General Washing 26 +5 31

Total (Industrial) 643 113 756

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Page 173 of 181

Total(Domestic + Industrial) 665.0 +185 798.0

RO Permeate reuse for

Process 200.0 +190 390.0

iii Waste water generation (KL/day)

Waste Water Generation Existing

Quantity

(KL/Day)

Proposed

Quantity

(KL /Day)

Total Quantity

(Proposed

scenario)

(KL /Day)

i) Domestic

a) Domestic use 8 +4 12

b) Gardening 0 0 0

c) General Washing 24 +4 28

ii) Industrial

a) Process (Including Recycle

water) 723 +152 875

b) Boiler + Cooling Tower 53 +30 83

Total 800 +198 998

RO Reject-A 200 -30 170

Rest Recycle Stream treated

effluent for discharge-B 200 -100 100

Biostream treated effluent for

discharge-C 200 +130 330

Total Discharge in Final Outlet line

(A+B+C) 600 0 600

Note: Total Waste water generation will be 998 KL/Day. It will be sent to RO Plant and Bio

stream. 390 KL/ Day permeate water will be recovered and reuse in process. Rejected from

RO 170 KL/ Day, Recycle Stream 100 KL/Day and Bio stream 330 KL/Day will be sent to the

NCTL after treatment for final disposal. Water balance is given as Annexure-II.

iv Treatment facility with capacity


RO: 560 KLD and CETP: 600

KLD

v Mode of Disposal & Final meeting point Domestic: Soak pit/Septic Tank

Industrial: CETP

vi Reuse/Recycle details (KL/day)

390 KLD of Recycled water

8 Air

i No. of Boilers/TFH/Furnaces/DG sets etc. with

capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

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Page 174 of 181

Sr.

No.

Stack

Attach

to

Stack

Height in

Meter

Diameter

in meter

Parameter Permissible Limit

As per Consent No. AWH· 56490

1. Boiler

(I to IV)

800 kg

30 0.45 Particulate

Matter

SO2

NOx

150 Mg/Nm3

100 ppm

50 ppm 2. Boiler

(V)

3tph

30 0.45

3. D.G Set-

200+437

.5 (2

Nos.)

09 (Each)

0.1 Particulate

Metter

SO2

NOx

150 Mg/Nm3

100 ppm

50 ppm

As per proposed expansion

There will be no change in Flue gas emission due to Proposed Scenario.

ii Fuel consumption

Solid Fuel: MT/Day


Liquid fuel: KL/day

Details of Fuel consumption is

attached as an Annexure-VI.

Sr.

No.

Name Existing as per

Consent

Quantity

Proposed

Quantity

Total

Quantity

Source

1. Natural Gas

for Boilers

202.5 M3/Hr. 47.5 M3/Hr 250.0 M3/Hr. GGCL

2. LDO as

Alternate

Fuel to

Boilers

0.025 Kl/Hr.(Only

When Natural

Gas not Available)

00 0.025

Kl/Hr.(Only

When Natural

Gas not

Available)

Local

market

3. Diesel For

DG Sets

0.135 Kl/Hr. 00 0.135 Kl/Hr. Local

market

4. Energy-

Electricity

900 KVA 700 KVA 1600 KVA DGVCL

iii APCM for flue gas --

iv Process gas/Fugitive emission details i.e. Type of

pollutant gases (SO2, HCl, NH3, Cl2, NOx etc.)

HCl, Cl2 and SO2

Sr.

No.

Stack

Attached to

Stack

Heigh

t in

meter

Diamete

r in

meter

APCM Parameter Permissible

Limit

As per Consent No. AWH· 56490

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Page 175 of 181

1. HCl Process

Scrubber

27 0.1 Water

Scrubber

followed

by Alkali

scrubber

HCl

Cl2

20 Mg/Nm3

09 Mg/Nm3

2. SO2

Process

Scrubber

20 0.1 Caustic

Scrubber

SO2 40 Mg/Nm3

As per proposed expansion

There will be no change in Process emission due to Proposed Scenario.

v APCM for process gas/fugitive gaseous emission

details

Water Scrubber followed by Alkali

Scrubber and Caustic Scrubber

9 Hazardous waste

(as per the Hazardous and Other Wastes (Management and Transboundary Movement)

Rules 2016.

i Hazardous waste details are attached as an Annexure III

ii Membership details of CETP, TSDF, CHWIF,

Common MEE etc.

--

ii Details of Non-Hazardous waste & its disposal

(MSW and others)

--


Technical presentation was made during the meeting by project proponent. PP submitted that there will

be no increase in waste water due to proposed expansion. The total quantity to be discharged into

NCTL will be as per the existing consented quantity i.e. 600 KLD. Spent sulphuric acid will be sold to

actual end user having rule-9 permissions have applied for permissions. PP has submitted revised

FORM-1 with revised details.

Considering the above project details, after detailed discussion, the terms of reference (ToR) were

prescribed as below and as per Annexure-I for the EIA study to be done covering 10 Km radial

distance from the project boundary.

Action plan regarding no increase in waste water discharge quantity into NCTL even after additional

waste water generation after proposed expansion. Give reuse/recycle of waste water with complete

details. Ensure that your discharge quantity will remain unchanged i.e. as per the existing CC&A.

The TOR prescribed as above and as per Annexure – I and the model ToRs available in the MoEF’s

sector specific EIA Manual for ‘Synthetic Organic Chemical Industry’ shall be considered as generic

TORs for preparation of the EIA report in addition to all the relevant information as per the generic

structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report.

Annexure – I




EMP and the post-project monitoring plan in brief.

3. Justification for selecting the proposed product and unit size.

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4. Land requirement for the project including its break up for various purposes, its availability and

optimization.

5. Land possession documents. Copy of NA order showing permission to use the project land for

industrial purpose. If located in GIDC, copy of plot holding certificate obtained from GIDC

Authority.





9. In case of project located outside notified area: Legal Undertaking stating that unit is complying the

three conditions [i.e. water consumption less than 25 M3/day; Fuel consumption less than 25 TPD;

and not covered in the category of MAH units as per the Management, Storage, Import of

Hazardous Chemical Rules (MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006

vide SO 1599 (E) dated 25/06/2014.

10. Present land use pattern of the study area shall be given based on satellite imagery.

11. Layout plan of the factory premises clearly demarcating various units within the plant. Provision of

separate entry & exit and adequate margin all round the periphery for unobstructed easy

movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the

plant layout.

12. Technical details of the plant/s along with details on best available technologies (BAT), proposed

technology and reasons for selecting the same.

13. Product spectrum (Proposed products along with production Capacity) and processes.

14. Chemical name of each proposed product to be manufactured. Details on end use of each

product. (Provide CAS number of all the products & raw materials. In case of Dyes, CI number).

15. Details on raw materials, source and storage within the premises.

16. Details of complete manufacturing process / operations of each product along with chemical

reactions, process flow diagram describing each unit processes and unit operations along with

material balance, consumption of raw materials etc.

17. Details on strategy for the implementation of cleaner production activities.


requirements for the project. Permission obtained from the concern authority for supply of raw

water.

19. Undertaking stating that no bore well shall be dug within the premises (If project is located within

the Industrial estate).

20. Details on water balance including quantity of effluent generated, recycled & reused. Details of

methods to be adopted for the water conservation.

21. Explore the possibilities for Zero Liquid Discharge (ZLD) or Efforts to minimize effluent discharge

and to maintain quality of receiving water body.

22. Segregation of waste streams, characterization and quality with specific treatment and disposal of

each stream including action plan for maximum recycle of treated waste water and minimum

discharge for effluent.

23. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic

flow diagram. Inlet, transitional and treated effluent qualities with specific efficiency of each

treatment unit in reduction in respect of all concerned/regulated environmental parameters. Inlet

effluent quality should be based on worst case scenario considering production of most polluting

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products that can be manufactured in the plant concurrently.

24. In case of discharge into GIDC drainage / Pipeline:

I. Copy of permission letter with quantity (KL/day) from the concern authority of drainage

network / pipeline with confirmation for spare capacity available to take additional effluent.

II. Characteristics of the combined effluent and treated water to be sent to Common pipeline

with reference to the MoEFCC/CPCB/GPCB discharge norms.

25. In case of waste water sent to Common Facilities (CF) like CETP, MEE, Spray Dryer etc. Details

of Common facilities including (1) Total capacity of the CF (2) Copy of CC&A of the CF. (3) Actual

load at present (Qualitative and Quantitative – KL per day) (4) Booked quantity & Spare capacity

of CF (5) Copies of XGN generated Inspection reports with analysis reports of the

water/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions issued by

GPCB in last 2 year and point wise compliance thereof. (6) Copies of Show- cause notices,

closure notices etc. served by the GPCB and its compliance (6) Recommendations and

suggestions of the last two Environment Audit reports of CETP and its compliance report. (7)

Common Facility Up gradation scheme, if any.

26. In case of Zero Liquid Discharge (ZLD) :

I. Action plan for ‘Zero’ discharge of effluent shall be included. Notarized undertaking for

assuring that underground drainage connection will not be taken in the unit.

II. Economical and technical viability of the effluent treatment system to achieve Zero

Liquid Discharge (ZLD).

III. Certification of adequacy of proposed ZLD scheme through credible institutes of

National repute.

IV. To estimate & monitor ground water quality & its contamination status, piezometer wells,

one on up gradient of the groundwater flow and other three on the down gradient side of

the ground water flow of the proposed project at different depth based on available

ground water depth shall be established and all the parameters mentioned in IS 10:500

for potable water standard shall be monitored.

27. In case of in-house MEE/Spray dryer for waste water treatment: Capacity of MEE/Spray dryer in

KL/hr. Technical details of MEE including evaporation capacity, steam required for evaporation,

adequacy of the proposed boiler to supply steam for evaporation in addition to the steam required

for the process etc. Techno-economical viability of the evaporation system. Control measures

proposed for the evaporation system in order to avoid/reduce gaseous emission/VOC from

evaporation of industrial effluent containing solvents & other chemicals.

28. Technical details of ATFD/Crystallizer/ spray Dryer, RO/NF system etc. (If any).

29. Undertaking stating that a separate electric meter will be provided for the waste water treatment

system viz. ETP, RO, MEE, Spray dryer etc. (Whichever is applicable)

30. Economical and technical viability of the effluent treatment system.

31. Plans for management, collection and disposal of waste streams to be generated from spillage,

leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent

discharge during unforeseen circumstances.

32. Action plan for reuse of liquid waste streams like Spent acids, Poly Aluminium Chloride etc. within

premises to convert into valuable products instead of sending outside to actual end-users.




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Components) may be identified. Baseline studies may be conducted within the study area for all

the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in

order to identify mitigation measures.

35. One complete season base line ambient air quality data (except monsoon season) to be given

along with the dates of monitoring. The parameters to be covered shall be in accordance with the

revised National Ambient Air Quality Standards (NAAQS) as well as project specific parameters

like NH3, HCl, CL2, HBr, VOC etc. Locations of the monitoring stations should be so decided so

as to take into consideration the pre-dominant downwind direction, population zone and sensitive

receptors. There should be at least one monitoring station in the upwind direction. There should

be at least one monitoring station in the pre dominant downwind direction at a location where

maximum ground level concentration is likely to occur.

36. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details

of model used and input parameters used for modeling should be provided. The air quality

contours may be shown on location map clearly indicating the location of sensitive receptors, if

any, and the habitation. The wind rose showing pre-dominant wind direction should also be

indicated on the map. Impact due to vehicular movement shall also be included into the prediction

using suitable model. Results of Air dispersion modeling should be superimposed on satellite

Image / geographical area map.



38. Specific details of

a) Process gas emission from each unit process with its quantification.

b) Air pollution Control Measures (APCM) proposed for process gas emission. Adequacy of

the air pollution control measures (APCM) for process gas emission measures to

achieve the GPCB norms.

c) Details of the utilities required.

d) Type and quantity (MT/hr & MT/Day) of fuel to be used for each utility.

e) Flue gas emission rate emission from each utility.

f) Air Pollution Control Measures (APCM) proposed to each of the utility along with its

adequacy

g) List the project specific sources of fugitive emission along with its quantification and

proposed measures to control it.

h) Details on tail gas treatment.(If any)

39. Action plan for odour control to be submitted.

40. Management plan for solid/hazardous waste including storage, handling, utilization and safe

disposal as per the Hazardous and Other Wastes (Management and Transboundary Movement)

Rules 2016. CPCB guidelines in respect of specific treatment, such as solar evaporation,

incineration, etc., need to be followed. How the manual handling of the hazardous wastes will be

minimized. Methodology of de-contamination and disposal of discarded containers and its record

keeping.

41. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility

(CHWIF), MEE, Spray dryer etc.

42. Name and quantity of each type of solvents to be used for proposed production. Details of in-

house solvent recovery system including mass balance, solvent loss, recovery efficiency (%

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recovery), feasibility of reusing the recovered solvents etc. for each type of solvent.

43. Appropriate monitoring network has to be designed and proposed, to assess the possible residual

impacts on VECs.

44. A detailed EMP including the protection and mitigation measures for impact on human health and

environment as well as detailed monitoring plan and environmental management cell proposed for

implementation and monitoring of EMP. The EMP should also include the concept of waste-

minimization, recycle/reuse/recover techniques, energy conservation, and natural resource

conservation. Total capital cost and recurring cost/annum earmarked for environment pollution

control measures.

45. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting

monitoring.

46. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

47. Occupational health impacts on the workers and mitigation measures proposed to avoid the

human health hazards along with the personal protective equipment to be provided. Provision of

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

workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient

air quality monitoring plan as per Gujarat Factories Rules.

48. Details on volatile organic compounds (VOCs) from the plant operations and occupational safety

and health protection measures. Proposal for Leak Detection and Repair (LDAR) program as per

the CPCB guidelines.

49. Risk assessment including prediction of the worst-case scenario and maximum credible accident

scenarios should be carried out. The worst-case scenario should take into account the maximum

inventory of storage at site at any point of time. The risk contours should be plotted on the plant

layout map clearly showing which of the facilities would be affected in case of an accident taking

place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency

Plan should be provided.

50. MSDS of all the products and raw materials.

51. Details of hazardous characteristics and toxicity of raw materials and products to be handled and

the control measures proposed to ensure safety and avoid the human health impacts. This shall

include the details of Antidotes also.

52. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of

Construction (MoC) of major hazardous chemical storage tanks, dyke details, threshold storage

quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of

major hazardous chemicals, size of the biggest storage tank to be provided for each raw material

& product etc. How the manual handling of the hazardous chemicals will be minimized?

53. Details of the separate isolated storage area for flammable chemicals. Details of flame proof

electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control

plan for flammable substances and processes showing hydrant pipeline network, provision of DG

Sets, fire pumps, jockey pump, toxic gas detectors etc.


manufacturing utility staff for safety related measures.

55. Detailed five year greenbelt development program including annual budget, planning schedule,

species, width of plantations, number of trees to be planted, area under green belt development

[with map], budgetary outlay etc. along with commitment of the management to carry out the tree

plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.

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56. Action plan for the greenbelt development – species, width of plantations, planning schedule, etc.,

in accordance to CPCB published guidelines.

57. Detailed socio-economic development measures including community welfare program most

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

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

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

58. (a) Does the company have a well laid down Environment Policy approved by its Board of

Directors? If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe

for standard operating process / procedures to bring into focus any infringement / deviation /

violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

59. What is the hierarchical system or administrative order of the company to deal with the

environmental issues and for ensuring compliance with the EC conditions. Details of this system

may be given.

60. Does the company have a system of reporting of non compliances / violations of environmental

norms to the Board of Directors of the company and / or shareholders or stakeholders at large?

This reporting mechanism should be detailed in the EIA Report.

61. Phase wise project implementation schedule with bar chart and time frame, in terms of site

development, infrastructure provision, EMS implementation etc.






04/08/2009.

64. In case of Expansion of the project

a. Need for the proposed expansion should be justified in detail.

b. Adequacy of existing EMS (Environmental Management System).

c. Records of any legal breach of Environmental laws i.e. details of show- cause notices,

closure notices etc. served by the GPCB to the existing unit in last five years and actions

taken then after for prevention of pollution.

d. Copies of Environmental Clearances obtained for the existing plant, its point wise

compliance report.

e. Environmental audit reports for last 3 years and compliance of its

recommendations/Suggestions. (Include latest audit report and its compliance.)

f. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of

all the conditions stipulated therein.

g. Compliance of MoEFCC circulars vide No: J-11011/618/2010-IAII (I) dated 30/05/2012 and

J-11013/41/2006-IA-II(I) dated 20/10/2009.

h. Copies of XGN generated Inspection reports with analysis reports of the

water/Air/Hazardous samples collected by GPCB (Last 2 year). Copies of instructions

issued by GPCB in last 2 year and point wise compliance thereof.

65. In case of project is located in Ankleshwar-Panoli, Vatva-Narol & Vapi GIDC.

(A) Compliance of MOEFCC’s OM no. J-11013/5/2010-IA.II (I) dated 25/11/2016 regarding

lifting of moratorium on the consideration of projects for environmental clearance.

(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and Control of

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Pollution) act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETP.

a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of

prescribed standards under the various environmental laws.

b) Performance of CETP with respect to current hydraulic load & prescribed standards with

No Objection Certificate of CETP regarding incorporation of the proposed unit for

acceptance of waste water.

c) Performance of TSDF site with respect to current load & prescribed standards with No

Objection Certificate of TSDF site regarding incorporation of the proposed unit for

acceptance of hazardous waste to the common infrastructure.

d) Copies of quarterly action report taken for the above points submitted to the CPCB.

e) Report of GPCB which have conducted monitoring as per the said direction by CPCB

dated 31/03/2016.

Validity of ToR:


EMP report. ToR will lapse after three years from the date of issue.





Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

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

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

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

4. Shri Rajesh I Shah, Member, SEAC

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

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

7. Dr. Mayuri Pandya, Member, SEAC.

8. Shri K. C. Mistry, Secretary, SEAC