minutes of the 324th meeting of the state level expert appraisal … minutes of the 324th1.pdf ·...

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324th meeting of SEAC-Gujarat, Dated 09.02.2017

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Minutes of the 324th meeting of the State Level Expert Appraisal Committee held on

09/02/2017 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 324th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 9th February,

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

attended the meeting:

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

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

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

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

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

6. Shri Rajesh I. Shah, Member, SEAC

The agenda of TOR/Scoping/Category 8 (a) cases and Appraisal cases was taken up. Seven (7)

cases of TOR/Scoping/Category 8 (a) and thirteen (13) 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. Scarlett Block No, - 65 & 67, O.P.No 33 & 32/2,

F.P.No. 47 & 49, T.P.S:- 19 (Parvat -Magob),

Moje Parvat-Magob, Dist - Surat

Appraisal case.

The project was taken up for screening & scoping during the meeting of SEAC held on 04/05/2016.

During the meeting held on 04/05/2016, the project proponent was suggested to revise the planning of

entry / exit gates and to submit the revised plans as discussed during the meeting. TheTerms of

Reference were prescribed for the EIA study to be done covering 5 Km radial distance from the project

boundary.

Project proponent vide their proposal no.SIA/GJ/NCP/10690/2016 dated 30/03/2016 submitted EIA

report prepared by M/s Hubert Enviro Care System Pvt. Ltd.

Project proponent along with their expert / consultant attended the meeting. During the meeting, the

project was appraised based on the EIA report submitted and the facts presented before the committee.

The committee suggested the project proponent to increase the parking area provision. The project

proponent agreed to the same & it is proposed to provide parking space of 62,118.87 m2 [2,386.61 m2 as

open surface parking + 39,748.59 m2 in basement + 19,983.67 m2 as mechanical parking in basement]

equivalent to 1970 CPS.

Salient features of the project as per the EIA report are described below:

Sr. No. Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/10690/2016]

2. Type of Project Commercial

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

8(b)

4. Name of the Scarlett

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project

5. Name of Developer

M/S. Raghuvir Developers & Builders

6. Estimated Project Cost (Rs. In Crores)

Rs. 334 crores

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

No

8. Project Details • Land / Plot Area (m2): 24,570

• FSI area (m2): 98,267.98

• Total BUA (m2): 1,63,292.88

Permissible Proposed

FSI Area (m2) 98,267.98 98,267.98

Ground Coverage (m2) 13,035.91 13,035.91

Common Plot Area (m2) 2,464.99 2,464.99

Max. building height (m) 94.94 44.83

9. Building Details • No. of Buildings:1

• No. of Blocks:1

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

• No. & type of Commercial Units:789units

• Details of amenities if any:

10. No. of expected residents / users

3550

11. Water & waste water details during construction phase

• Water requirement (KL/day): 30.0

• Source of water: SMC

• Waste water generation quantity (KL/day): 4.2

• Mode of disposal: Into drainage line of SMC.

12. Water & waste water details during operation phase

• Total water requirement (KL/day): 165

• Fresh water requirement (KL/day): 65

• Source of water: Water supply from SMC

• Waste water generation quantity (KL/day): 130

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

proposed onsite STP. Treated sewage will be used for gardening &

flushing purpose within premises and remaining quantity of treated

sewage will be discharged into the underground drainage line of

S.M.C.

• In case of STP provision, capacity of STP: Yes. 200 KL/day.

• STP Technology: Sewage Treatment Plant

• Purposes for treated water utilization: Treated sewage will be

utilized for gardening and flushing

• Quantity of treated water to be reused:1.Gardening (KL/day): 5.0,

2. Flushing (KL/day): 95.0

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

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

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

Treated sewage will be used for gardening & flushing purpose

within premises and remaining quantity of treated sewage will be

discharged into the underground drainage line of S.M.C.

• Mode of disposal: As above.

13. Status of water supply and drainage line

Both drainage and water supply line exit at site

14. Solid waste Management

Construction Phase:

Generation (m3)

Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil 10,964.36 1,500.0

6739.1 m3 of excavated

top soil will be utilized for

greenbelt development

and back filling.

1,66,497.86 m3 of excess soil will be utilized at other project site after obtaining necessary permission, if any.

Other excavated earth

1,62,272.60

5239.10

Construction debris

15kg/day Nil Sold off to recyclers/ vendors.

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 691kg/day Into separate bins to be provided to each unit and the bins will be emptied into the community bins to be provided within premises.

Final disposal at Khajod Disposal Site

Wet waste 405 kg/day

• Details of segregation if to be done: Separate bins for dry and wet

waste will be provided to each unit.

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

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1578 bins having capacity of 0.50 kg for dry waste and 0.70 kg for

wet waste will be provided to the building.

• Landfill site where waste will be ultimately disposed by local

authority: at Khajod Disposal Site

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

49,133.99 m2

• Parking area requirement for Commercial units as per GDCR:

49,133.99 m2

• Total number of CPS requirement for the project as per NBC :1965

• Number of CPS requirement for commercial units as per NBC: 1965

• Total Parking area provided (m2) & No. of ECS: 62,118.87 m² and

1970 ECS

• Parking area provided in basement (m2) & No. of ECS: 39,748.59

m2 and 1242 ECS

• Parking area provided as open surface (m2) & No. of ECS: 2,386.61

m2 and 104 ECS

• Parking area provided (Mechanical Parking) (m2) & No. of ECS:

19,983.67 m2 and 624 ECS

16. Traffic Management

• Width of adjacent public roads: 30 m & 24 m wide TP roads.

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

be provided.

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

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

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

• Width of all internal roads: 7.5 m

17. Details of Green Building measures proposed.

Provision to install aerated coke (foam type) in wash basins, kitchen,

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

pipeline, rain water harvesting & ground water recharge, maximum

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

fixtures in the common areas, appropriate design to shut out excess

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

lighting), use of aerated blocks, provision of STP & reuse of treated

sewage etc.

18. Energy Requirement, Source and Conservation

• Power supply:

Maximum demand:3500 KW

Connected load:3800 KW

Source: DGVCL

• Energy saving measures: Maximum utilization of natural light, roof-

top thermal insulation, LED lighting fixtures in the common areas,

appropriate design to shut out excess heat and gain loss, use of

solar energy in external lighting (landscape lighting), use of aerated

blocks etc.

• DG Sets:

No. and capacity of the DG sets: 4 x 62.5 KVA

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

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

emergency

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19. Fire and Life Safety Measures

• During the construction phase: Fire extinguishers at various

locations and easily accessible, to keep printed board showing

important telephone number of fire, ambulance, hospital etc. training

to the workers on safety aspects, first aid box at identified places

within premises, doctor & ambulance services, provision of PPE’S

like helmet, gumboot/safety shoes, safety net, safety goggles etc.

• During the operation phase: 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 37 KL,

underground fire water storage tank of 300 KL, smoke detectors, fire

sprinklers, entire complex sprinkler protected etc.

• Nearest fire station: Magob fire station.

Distance from project site: 4 km.

20. Details on staircase

Type & no. of buildings

No. of floors

Floor area (m2)

No. of staircase

Width of the staircase

Travel distance (m)

1

2B+G+8 12,927.55 9 2.00 m < 30 m

21. Rain Water Harvesting (RWH)

• Level of the Ground water table: 15 m

• No. and depth of percolations wells :7

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

is proposed.

22. Green area details

• Tree covered area (m2): 1800.0

• Area covered by shrubs and bushes (m2): 400.0

• Lawn covered area (m2): 800.0

• Total Green Area (m2): 3,000.0

• Green Area % of plot area: 12.21%

• No. of trees and species to be planted: 700 trees of local species.

23.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

• Water Pollution Control: 90.0 Lacs, Noise Pollution Control: 1.0 lacs,Air Pollution Control: 5.0 Lacs, Solid waste Management: 35.0 Lacs, Social Management: 10.0 Lacs, Green Belt: 20.0.

• Total: 161 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, sprinkling of water on roads and in vicinity of storage area.

25. Eco friendly building material usage details.

Fly ash brick, aerated blocks, paving blocks, RMC, lead free paints etc.

26. Basic amenities to be provided to construction workers.

Drinking water & tap water, sanitation facilities, first aid box, free medicines, doctor service, PPEs etc.

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27. Documents related to land possession.

Copy of index from office of Sub-registrar for block no. 65 & 67 shows

that land is in the name of M/s Raghuvir Developers & Builders

through its partners including the name of the applicant. Copy of

application made for obtaining N.A permission has been submitted.

28. Details of EIA report

• EIA report prepared by M/s Hubert Enviro care system Pvt Ltd.

• Study period: March 2016 to May 2016.

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

• Environmental attributes considered for EIA study: Air, water

(surface & ground water), noise, land, biological environment, socio-

economic study, traffic etc.

• Observations: Baseline ambient air quality in terms of 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.

• They have submitted a copy of permission obtained from Airports

Authority of India for the building height of 94.94 m above ground

level.

• Traffic survey was carried out at the junction near the project site &

at the Khodiyar Junction and it shows that the existing road network

will be adequate enough to accommodate the existing as well as

the proposed traffic load.

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

Authority of India for the building height of 80 m above ground level. Copy of permission obtained for FSI

area of 98,267.98 m2 & ground coverage of 13,035.91 m2 from Urban Development & Urban Housing

Department, Gandhinagar has been submitted. After detailed discussion, it was decided to consider the

project only after submission of the following:

1. Details on the flameproof electrical fittings to be provided for the project.

2. Shashikant Bhikadiya Block No: 33, 36, O.P. NO.: 123, F.P. NO: 123,

Draft TPS NO.:25 (Mota Varachha), Dist. Surat

Screening/scoping.

During the meeting, it was presented that they want to withdraw the application of the proposed project

and will apply a fresh for the project only after obtaining permission for the additional FSI.

3. Building construction project by Vadodara Urban Development Authority.

Block no. 72/A, 77/P, Village: Khambhata, Dist: Vadodara.

Screening/scoping & appraisal.

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



2. Type of Project Residential & Commercial Building Project

3. Project / Activity

No. [8(a) or

8(b)]

8 (a)

4. Name of the Residential & Commercial Building Project by Vadodara Urban

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project Development Authority.

5. Name of

Developer

Vadodara Urban Development Authority.

6. Estimated

Project Cost

(Rs. In Crores)

Rs . 65 Crore

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No

8. Project Details • Land / Plot Area (m2): 28,925.82

• FSI area (m2): 68,305.46

• Total BUA (m2): 81,855.20


FSI Area, m2 86,777.46 68,305.46

Ground Coverage, m2 - 3,819.7

Common Plot Area, m2 2,892.58 2,898.42

Max. building height, m - 28.90

9. Building Details • No. of Buildings: 16

• No. of Blocks: 16

• Scope of buildings/blocks: 5 buildings – ground floor (parking &

shops) + 7 floors, 11 buildings – hollow plinth + 7 floors.

• No. of Residential Units: 1286 residential units

• No. of Commercial Units: 100 shops

• Details of amenities if any:

10. No. of expected

residents / users

6430 persons

11. Water & waste

water details

during

construction

phase

• Water requirement (KL/day): 40

• Source of water: local water tankers


• Mode of disposal: Septic tank & soak pit system.

• Details of reuse of water, if any: No

12. Water & waste

water details

during operation

phase

• Total water requirement (KL/day): 883.0

• Fresh water requirement (KL/day): 280.0

• Source of water: Water supply from Vadodara Mahanagar Seva

Sadan (VMSS).


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

proposed onsite Sewage Treatment Plant and treated sewage will be

reused for flushing and gardening purpose within the premises.

Remaining quantity of treated sewage will be discharged into the

drainage line of VMSS

• In case of STP provision, capacity of STP: 750 KL/day

• STP Technology: Conventional comprising of Primary, Secondary

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and Tertiary Treatment

• Purposes for treated water utilization: Gardening & Flushing

• Quantity of treated water to be reused: 280.0 KL/day for gardening &

flushing.


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

sewage to be generated will be treated in the proposed onsite

Sewage Treatment Plant and treated sewage will be reused for

flushing and gardening purpose within the premises. Remaining

quantity of treated sewage will be discharged into the drainage line of

VMSS


13. Status of water

supply and

drainage line

VMSS water supply & drainage will be available to the project during

operation phase.

14. Solid waste

Management

Construction Phase:

Description Generation

(kg/day)

Quantity to

be reused

(kg/day)

Mode of Disposal /

Reuse

Top Soil 10.0 100 % reuse For garden

development

Other

excavated

earth

32.0 50 % reuse

for back

filling &

internal road

development

Remaining will be

send to the nearest

collection point of

VUDA / VMSS

Construction

debris

105.0 30% reuse

for

development

of internal

road &

pavement.

Send to the nearest

collection point of

VUDA /VMSS

Steel scrap 10.0 30% reuse Sell to Actual Users

Discarded

packing

materials

2.0 - Sell to Actual Users

Total Solid Waste shall (100 workers x 500 gm/person/)

50 kg/day

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of Disposal /

Reuse

Dry waste

-Papers,

cartons,

thermocol,

plastic,

Organic

waste and

In organic

waste will

be

The recyclable

waste will be sold off

to recyclers. The

non recyclable solid

waste to be

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polythene

bags, glasses

etc.

Wet waste

-Waste

vegetable and

food

2500

collected

in different

buckets.

generated will be

transferred to the

nearest collection

point of VUDA.

• Details of segregation if to be done: collection of organic and

inorganic waste will be in different buckets and it will be

subsequently collected by VUDA


No of Bins: 160 for residential units & 6 commercial units ; Volume

of Bins: 80 Lit each


authority: At the nearest MSW collection/dumping site of VUDA /

VMSS.


8,814.75 m2.

• Parking area requirement for residential units as per GDCR:

7,146.60 m2.


1,668.15 m2.

• Total number of CPS requirement for the project as per NBC:710

CPS

• Number of CPS requirement for residential units as per NBC: 643

CPS


CPS

• Total Parking area provided (m2) & No. of CPS: 14,960.66 m2 & 588

CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 7,989.60

m2 & 285 CPS

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

6,971.06 m2 & 303 CPS

16. Traffic

Management

• Width of adjacent public roads: 27.0 m TPS Road

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

be provided.

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

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

of fire tender (excluding the width for the plantation): 3 m


17. Details of Green

Building

measures

proposed.

Use of transformers and motors having minimum efficiency of 85%, use

of CFL lights in the common areas, use of light colors to reduce the

light absorption and minimize the cooling requirement will be used for

the walls and ceiling, rain water harvesting through ground water

recharge etc.

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18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 1000 KW

Connected load: -

• Source : DGVCL

• Energy saving measures: Use of transformers and motors having

minimum efficiency of 85%, use of CFL light in the common areas,

use of light colours to reduce the light absorption and minimize the

cooling requirement will be used for the walls and ceiling etc.

• DG Sets: No

No. and capacity of the DG sets:1 x 65 KVA

Fuel & its quantity: HSD, 50 litre/hr

19. Fire and Life

Safety

Measures

Fire extinguishers at each floor, underground water tank of 100 KL &

overhead tank of 5 KL on each block etc.


Type & no.

of buildings

No. of

floors

Floor area

m2

No. of

staircase

Width of the

staircase(m)

Max. Travel

distance (m)

A1 to A5 G+7 604.61 1 in each building

1.52 20

B1 to B10 HP+7 604.61 1 in each

building 1.52

20

C HP+7 408.06 1 1.52 20

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: ---

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

• Details on Pre-treatment facilities : --

22. Green area

details

• Tree covered area (m2) : 1,137.59

• Area covered by shrubs and bushes (m2): 100

• Lawn covered area (m2): 500


• Green Area % of plot area: 6 %

• No. of trees and species to be planted: 433

23.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Total Rs. 95 lacs will be used for sewage treatment & disposal, MSW

collection & disposal, rain water harvesting & ground water recharge,

green belt development.

24. Proposed dust

control

measures

during the

construction

phase

All the loose material either stacked or transported will be provided with

suitable covering such as tarpaulin. Water sprinkling on roads &

construction material except cement.

25. Eco friendly

building material

usage details.

Use of Ready Mix Concrete (RMC) & flay ash paver blocks.

26. Details of

amenities to be

food, transportation facility, drinking water, medical facility, sanitation

facility etc.

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provided to

construction

workers.

27. Documents

related to land

possession

Copies of village form no. 7 submitted for both the survey numbers

show that the land is in the name of Vadodara Mahanagar Seva

Sadan.

During the meeting, while discussing about the management plan of treated sewage in monsoon season,

it was presented that at present drainage connection of VMC is already available in the area.

Furthermore, VUDA is under planning to construct 3 MLD STP at Khatamba village and hence drainage

connection will be available to the project during the operation phase. The project proponent was

suggested to increase the parking area provision for the project. It was requested to consider the parking

area proposed by them in view of the proposed affordable housing scheme comprising of all the housing

units of 53 m2 built up area. The request was taken into consideration by the committee. The project

proponent was suggested to provide two staircases in the buildings having floor area more than 500 m2

on each floor. At this it was presented that travel distance to the staircase, to be provided in each

building, from the farthest corner of the floor will be less than 20 m and as per the GDCR two staircases

are required when travel distance to the staircase from the farthest corner of the floor is greater than 30

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

project to SEIAA Gujarat for granting Environment Clearance with a condition to provide two nos. of

staircases in the buildings having floor area more than 500 m2 and subject to the strict compliance of the

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

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

the schedule of the EIA Notification 2006:

Project Specific Conditions with which Environment Clearance is recommended:

CONSTRUCTION PHASE :

WATER:

1. Fresh water requirement during the construction phase shall be 40.0 KL/day and it shall be met

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

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

system.

OPERATION PHASE:

WATER:

1. Total water requirement during the operation phase shall be 883.0 KL/day, out of which 603.0 KL/day

of fresh water requirement shall be met through the water supply from Vadodara Mahanagar Seva

Sadan. Remaining water requirement of 280.0 KL/dayfor 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.

2. The sewage generation during the operation phase shall be 707.0 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.

3. Treated sewage conforming to GPCB norms shall be reused within the premises for gardening &

flushing purpose at the maximum extent possible. Only remaining quantity of treated sewage shall be

discharged into the drainage line of Vadodara Mahanagar Seva Sadan.

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

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

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furnished to the GPCB from time to time.

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

sewage for flushing.

3. Rain water harvesting from rooftop and paved areas and ground water recharge through 8 nos. of

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

treatment must be done to remove suspended matter.

AIR:

4. A D. G. Set (1 x 65 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.

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

6. 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:

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

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

provisions made by the Vadodara Mahanagar Seva Sadan (VMSS).

SAFETY:

8. 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.

9. Fire fighting facilities like fire extinguishers at each floor, underground water tank of 100 KL &

overhead tank of 5 KL on each block etc. shall be provided as proposed.

PARKING / TRAFFIC CONGESTION:

10. Minimum Parking space of 14,960.66 m2 [6,971.06 m2 as open surface parking + 7,989.60 m2 in

hollow plinth] shall be provided as proposed.

ENERGY CONSERVATION:

11. Energy conservation measures viz. use of transformers and motors having minimum efficiency of

85%, use of CFL light in the common areas, use of light colours for the walls and ceiling to reduce the

light absorption and minimize the cooling requirement etc. shall be implemented as proposed.

GREEN BELT:

12. Green belt area of 1,737.59 m2 comprising of 1,137.59 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.

4. Western Sky R.S.No.114/2/1+2, O.P.No.146, F.P.No. 146/B, T.P.S.No.51, Moje: Dabholi, Dist: Surat


The SEIAA, Gujarat has accorded environmental clearance to Western Developers for residential

building construction project at R.S.No.114/2/1+2, O.P.No.146, F.P.No. 146/B, T.P.S.No.51, Moje:

Dabholi, Dist: Surat vide order no. SEIAA/GUJ/EC/8(a)/202/2013 dated 19/07/2013 for the built up area

of 24,492.57 m2.

The project proponent, vide proposal no. SIA/GJ/NCP/61340/2016 dated 13/01/2017 submitted revised

Form I & Form IA and requested for amendment of Environmental Clearance order dated 19/07/2013 for

the proposed changes in the project.

Project details as per the Environmental Clearance granted and after the proposed changes were

presented which are tabulated below:

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Sr.

No.

Parameters Details as per the EC

granted.

Revised details.

1. Name of the project Western Sky Western Sky

2. Name of the developer Western Developers Mr. Bharatbhai H.

Godhani & others.

3. Plot / Land Area 9,194.0 m² 9,194.0 m²

4. Built-Up Area 24,492.57 m2 28,730.45 m²

5. F.S.I. Area 20,520.48 m² 20,480.49 m²

6. Ground Coverage 2,258.36 m² 2,258.36 m²

7. Basement Area - 3,986.20 m²

8. Hollow Plinth Area 2,083.22 m² 2,058.36 m²

9. Parking Area 3,903.97 m² 8,332.81 m²

10. Tree Cover Area 1,118.59 m² 1,118.59 m²

11. Lawn Cover Area 815.84 m2 815.84 m2

12. Total no. of Blocks / Building 6 Nos. 6 Nos.

13.

Scope and Height of Each Building

(e.g. Basement + Hollow Plinth +

Ground Floor + No. of floors with

height of each building)

Scope:

1 no of residential

building having 11 floors

with height of 39.4 m,

3 nos of residential

buildings having 12

floors with height of

42.45 m, 2 nos of

residential buildings

having 10 floors with

height of 36.35 m

Scope:

3 nos of residential

buildings having 11

floors with height of

39.4 m, 3 nos of

residential buildings

having 12 floors with

terrace height of

42.45 m

14. Block / Building wise and total no. of

Residential Units

266 residential flats 266 residential flats


Authority of India for the building height of 44.65 m. It was presented that number of residential units are

not increasing and hence resource requirement for the project and waste generation quantity from the

project will remain the same as mentioned in the earlier Environmental Clearance granted. Built up area

of the project is increasing because of addition of the basement and increasing one floor on two buildings

in terms of constructing pent houses on 10th & 11th floors of these two buildings. Proposed basement will

be used for parking purpose only. 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 11 & 12 floors, after providing basement. They have submitted compliance report with

reference to the conditions stipulated in the Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/202/

2013 dated 19/07/2013. 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. It was found that the earlier

Environmental Clearance was granted in the name of M/s Western Developers through its partner Mr.

Bharatbhai Godhani. They have also submitted NOC from M/s Western Developers for issuance of the

Environmental Clearance in the name of the applicants. After detailed discussion on various aspects

regarding the project, it was decided to recommend the project to SEIAA Gujarat for granting the

Environmental Clearance with the proposed expansion by superseding the earlier EC order no.

SEIAA/GUJ/EC/8(a)/202/2013 dated 19/07/2013 with the strict compliance of the following project

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Page 14 of 126

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:



WATER:


through the water supply system of Surat Municipal Corporation (SMC). No ground water shall be

tapped during the construction phase.

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

pit.

OPERATION PHASE:

WATER:

3. Water requirement during the operation phase shall be 174.5 KL/day and it shall be met through the

water supply system of Surat Municipal Corporation (SMC). No ground water shall be tapped during

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

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

into the recharge well.

5. Sewage generation during the operational phase shall be 134.0 KL/day and it shall be discharged

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




AIR:

7. D. G. sets (4 × 60 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.

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:



provisions made by the Surat Municipal Corporation (SMC).

SAFETY:




12. Fire fighting facilities like fire extinguishers, hose reel, wet riser, manually operated electric fire alarm

system, underground fire water storage tank of 100 KL capacity, overhead water tank on each block

with 15 KL capacity etc. shall be provided as proposed.

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

preferably at opposite ends.

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Page 15 of 126

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

of CO in the area.

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

operation of exhaust fans as CO concentration levels.


16. Minimum parking space of 8,332.81 m2 [2,183.84 m2 in hollow plinth + 2,441.55 m2 as open surface

parking + 3,707.42 m2 in basement] shall be provided as proposed.


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

appropriate design to shut out excess heat & gain loss, use of solar energy in external lighting, use

of aerated blocks to reduce heat stress inside building etc. shall be implemented as proposed.

GREEN BELT:




5. Sun South West Survey No. 429, 460/2, 430/3/1, 430/4, Makarba, Ahmedabad

Screening/ scoping & appraisal.


Sr.

No.

Particulars Details

1. Proposal is for New [SIA/GJ/NCP/61314/2016]

2. Type of Project Residential & Commercial

3. Project /

Activity No.

[8(a) or 8(b)]

8 (a)

4. Name of the

project

Sun South West

5. Name of

Developer

Rajeshbhai Balvantbhai Brahmbhatt

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): 10,662

• FSI area (m2):28,763.02

• Total BUA (m2):48,069.37


FSI Area (m2) 28,787.4 28,763.02

Ground Coverage (m2) NA 4,247.81

Common Plot Area (m2) 1,066.2 1,070

Max. building height (m) NA 45

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Page 16 of 126


• No. of Blocks:6

• Scope of buildings/blocks: Basement + Ground floor (parking & shops) +

14 floors.

• No.& size of Residential Units: 325 units

• No. & type of Commercial Units: 70 shops

• Details of amenities if any: one society office

10. No. of

expected

residents /

users

1463 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: Soak tank

Details of reuse of water, if any: No

12. Water & waste

water details

during

operation

phase



• Source of water: water supply from AMC


• Mode of disposal: 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.

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

• STP Technology: STP with MBBR reactor.

• Purposes for treated water utilization: Gardening and Flushing

• Quantity of treated water to be reused:1.Gardening (KL/day):4.81

2. Flushing (KL/day):72.03

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

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

Sewage to be generated will be segregated into grey & black sewage

and grey sewage will be treated in the proposed onsite STP. Treated

grey sewage will be used for gardening & flushing purpose within

premises and remaining quantity of treated grey sewage along with the

untreated black sewage will be discharged into the drainage line of AMC.

Mode of disposal: As above.

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 1,250 1,250 Development of

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Page 17 of 126

landscape area

Other

excavated

earth

23,750 10,500 m3 will

be used for back

filling and raising

plinth level.

Balance earth will

be used at other

projects as per

requirement.

Construction

debris

450 300 m3 will be

used for

development of

internal road.

Balance debris will

be handed over to

local authority or fill

in low laying areas.

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 378.32 White bins Sold to

vendors

Wet waste 567.48 Green Bins Municipal bins

STP Sludge What so ever Municipal bins

• Details of segregation if to be done: yes

• Capacity and no. of community bins to be placed within premises: 15 kg

and 10 number of community bins to be placed in common area

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

Nearby municipal solid waste collection / dumping site of AMC

15. Parking Details • Total parking area requirement for the project as per GDCR: 6,617.35 m2

• Parking area requirement for residential units as per GDCR: 5,176.10 m2

• Parking area requirement for Commercial units as per GDCR: 1,441.25

m2

• Total number of CPS requirement for the project as per NBC: 441



• Total Parking area provided (m2) & No. of CPS: 14,182.54 & 478 CPS

• Parking area provided in basement (m2) & No. of CPS: 8,013.85 & 250

CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,559.19 & 55

CPS

• Parking area provided as open surface (m2) & No. of CPS: 2,369.15 &

103 CPS

• Parking area provided as mechanical parking in basement (m2) & No. of

CPS: Mechanical 2,240 & 70 CPS

16. Traffic

Management

• Width of adjacent public roads: Two 36 m wide road and One 40 m wide

road.

• Number of Entry & Exit provided on approach road/s: 4 gates will be

provided.

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Page 18 of 126

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

• 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: 4.5 m, 6 m & 7.5 m

17. Details of

Green Building

measures

proposed.

Maximum use of natural lighting through architectural design, energy

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

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

lighting in open and landscape areas (12 Nos.) roof-top thermal insulation,

water meters, rain water harvesting & ground water recharge through 5

nos. of percolating wells, provision of STP & reuse treated sewage.

18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 2250 KVA

Connected load: 2500 KVA

Source: Torrent Power Limited

• % of saving with calculations: ~40% by use of LED, solar lights and star

rated energy efficient electronic consumer durables

• 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 : 1 x 62.5 KVA

Fuel & its quantity: HSD, 12 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 (Commercial): Fire extinguishers, hose reel,

manually operated electric fire alarm system, down comer, automatic

sprinkler system in basement, underground static water storage tanks-2

x 100 KL capacity, terrace tank -60 KL capacity pump near underground

static water storage tank (fire pump) with minimum pressure of 3.5

kg/cm2 at terrace level (total capacity).


Type & no.

of buildings

No. of

floors

Floor area

m2

No. of

staircase

Width of the

staircase

(m)

Travel

distance

(m)

A B+G+14 405.77 1 2.0 18

B B+G+14 409.76 1 2.0 19

C B+G+14 409.76 1 2.0 19

D B+G+14 415.10 1 2.0 21

E B+G+14 415.10 1 2.0 21

F B+G+14 490.76 1 2.0 24

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 21 m

• No. & dimensions of RWH tank(s) : 3 No and 2.5m X 2.0 m X 3.0 m

• No. and depth of percolations wells : 3 no and 15 m

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

22. Green area

details

• Tree covered area (m2) :400

• Area covered by shrubs and bushes (m2): 250

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Page 19 of 126

• Lawn covered area (m2): 420

• Total Green Area (m2): 1,070

• Green Area % of plot area: 10%

• No. of trees and species to be planted: 160 number of trees and Limbdo,

KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control

measures

Spraying of water, peripheral barricading, covered shed for cement loading

area, covering the excavated earth with tarpaulin sheet etc.

24. Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Allocation of Rs. 36.0 lacs & Rs.10.0 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 eco

friendly

building

materials

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

RMC, lead free paints etc.

26. Details of

amenities to be

provided to

construction

workers.

Sanitation facilities, maintaining hygienic condition at the project site to

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

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

Workers Rules.

27. Documents

related to land

possession

Copies of village form no. 7/12 submitted shows that the agricultural land

is in the name of applicant & other person. The other person has given

notarized consent in favors of the applicant. Copy of application made for

obtaining N.A permission has been submitted.

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

recommend the project to SEIAA Gujarat for 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:




system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 233.55 KL/day, out of which 156.71

KL/day of fresh water requirement shall be met through the water supply from Ahmedabad Municipal

Corporation (AMC). Remaining water requirement of 76.84 KL/day for flushing & gardening shall be

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Page 20 of 126

met by reuse of treated sewage from the proposed onsite STP. No ground water shall be tapped


4. Sewage generation during operation phase shall be 183.0 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.

5. 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 Ahmedabad Municipal Corporation (AMC).

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




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.




AIR:

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

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





standards.

SOLID WASTE:



provisions made by the Ahmedabad Municipal Corporation (AMC).

SAFETY:




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

down comer, automatic sprinkler system in basement, underground static water storage tanks-2 x

100 KL capacity, terrace tank -60 KL capacity 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 14,182.54 m2 [1,559.19 m2 in hollow plinth + 2,369.15 m2 as open surface

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Page 21 of 126

parking + 8,013.85 m2 in basement + 2,240.0 m2 as mechanical parking in basement] shall be

provided as proposed.


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

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

LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas (12 Nos.),

roof-top thermal insulation, water meters etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 1,070.0 m2 comprising of 400.0 m2 tree covered area shall be developed as



6. Building construction project by M/s Ramdev Buildcon.

F.P.No.84/1, O.P.No.84/1, S.No.429/1, D.T.P.S.No.119 (Nikol), Asarwa, Ahmedabad.





2. Type of Project Residential & commercial Project


No. [8(a) or

8(b)]

8(a)

4. Name of the

project

Proposed residential & commercial Project

5. Name of

Developer

Ramdev Buildcon

6. Estimated

Project Cost

(Rs. In Crores)

70 crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

Yes

8. Project Details • Land / Plot Area (m2) : 5,660

• FSI area (m2): 15,259.33

• Total BUA (m2): 22,411.13


FSI Area (m2) 15,282 15,259.33

Ground Coverage (m2) ---- 2,283.28

Common Plot Area (m2) ---- 746.80

Max. building height (m) --- 24.85


• Scope of buildings/blocks: Basement+ Ground Floor (Parking &

Shops) + 7 floors.

• No.& size of Residential Units:108 Flats

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Page 22 of 126

• No. & type of Commercial Units:15 offices, 15 Shops

• Details of amenities if any: --

10. No. of expected

residents /

users

591 persons

11. Water & waste

water details

during

construction

phase


• Source of water: local water tankers


• Mode of disposal: Septic tank & soak Pit

• Details of reuse of water, if any: 4.0 KLD for curing

12. Water & waste

water details

during operation

phase




• Mode of disposal: AMC sewer line

13. Status of water

supply and

drainage line

AMC water supply line and sewer line are available at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 600 600 Greenbelt

development

Other

excavated

earth

11,400 5,160 Back filling

and internal

road

development

Construction

debris

250 235 Back filling

and internal

road

development

Steel scrap 7 --- Sold to

vendors

Discarded

packing

materials

4 ---- Sold to

vendors

Remaining construction debris and excavated earth will be used for

back filling for the other projects in the vicinity as well as road

development outside the premises.

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Total ~325 Dry waste

will be

collected in

the white

Bio degradable

waste will be

disposed into

nearby bins and

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Page 23 of 126

bins & wet

waste will be

collected in

green bins

non

biodegradable

waste will be

sold to vendors

• Details of segregation if to be done: Green bins for bio degradable

waste & white bins for non-biodegradable waste.


~325 bins to be provided with 5 litre to 25 litre capacity


authority: at the nearby MSW collection site of AMC


3,355.63 m2


2,849.35 m2


506.27 m2


CPS


CPS


CPS

• Total Parking area provided (m2) & No. of CPS: Area –6,212.10 m2 ,

CPS – 208

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

3,975.33 m2 , CPS - 125

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,774.65

m2, CPS - 63

• Parking area provided as open surface (m2) & No. of CPS: 462.12

m2, CPS – 20

16. Traffic

Management

• Width of adjacent public roads: 30 m wide road on two sides

• Number of Entry & Exit provided on approach road/s: 5 gates

including 2 for basement will be provided

• Width of Entry & Exit provided on approach road/s: 7.5 m and 6.0 m


of fire tender(excluding the width further plantation): 5.0 m

• Width of all internal roads:7.5 m and 6.0 m


Building

measures

proposed.

Fly ash bricks/fly ash blended concrete blocks, fly ash paving blocks,

maximum use of aerated blocks, use of low voltage lighting rain water

harvesting.

18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand:800 KVA

Connected load:----

• Source: Torrent Power Limited

• Energy saving by Non-conventional Methods:

• Energy saving measures: Maximum use of natural light through

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Page 24 of 126

architectural design, use of energy efficient motor and pumps,

maximum use of aerated blocks, use of LED & low voltage lighting,

LED lighting in open and landscape areas, rooftop thermal

insulation.

• 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

• Fire extinguisher, hose reel, down comer, automatic sprinkler system

(basement only), manually operated electric fire alarm system,

terrace tank -25 KL (each building), pump capacity at the terrace

tank level with minimum pressure of 2.0 kg/cm2- 900 lit/min.

• Name of the nearest fire station: Odhav fire station, distance from

the project site: about 2.9 km, time required by the fire tender to

reach the project site: 15 minutes.


Type &

no. of

buildings

Height

in m

No. of

floors Floor area

No. of

staircase

Width of

the

staircase

Travel

distance

(m)

A 24.85 B + G + 7 468.33 1 1.5

21

B 24.85 B + G + 7 509.27 1 1.5

C 24.85 B + G + 7 509.27 1 1.5

D 24.85 B + G + 7 468.33 1 1.5

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: --

• No. & dimensions of RWH tank(s): --

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

• Details on Pre-treatment facilities: De-silting cum filter chamber

22. Green area

details

• Tree covered area (m2) : 300

• Area covered by shrubs, bushes and lawn (m2): 446.80

• Total Green Area (m2): 746.80

• Green Area % of plot area: 14


23.

Budgetary

allocation for

Environmental

Management

Plan.

Allocation of Rs. 14.0 lacs & Rs. 7.5 lacs as capital cost & recurring

cost respectively has been made for EMP & EMS

24. Proposed dust

control

measures

during the

construction

phase

Dust suppression by spraying of water, peripheral barricading the

project site, covering the construction material during transportation

and storage, compaction of soil during various construction activities

25. Eco friendly

building

material usage

Fly ash bricks/fly ash blended concrete blocks, fly ash paving blocks.

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Page 25 of 126

details.

26. Facilities to be

provided to the

construction

workers

Sanitation facility for labour and staff members will be provided at site,

Welfare facility will be provided as per Gujarat Building and other

Construction Workers Rules.

27. Documents

related to land

possession.

Copies of village form no 7/12 & Hak Patrak shows that the land for

residential & commercial use in the name of Ramdev Buildcon through

its partners.

During the meeting, the project proponent was suggested to provide two nos. of staircases in the

buildings having floor area more than 500 m2 on each floor and to provide solar street lights. The project

proponent was agreed upon the suggestions of the committee. After detailed discussion, it was decided

to consider the project only after submission of the following:

1. Provision two staircases in the buildings having floor area more than 500 m2 & plans showing the

provision of the same.

7. Residential project by M/s Sharan Venture LLP.

S.No.284/1, F.P.No.222, O.P.No.222, D.T.P.S.No.69 (Chandkheda-Tragad-Zundal), Moje- Tragad, Ghatlodiya, Ahmedabad.



Sr.

No.

Particulars Details


2. Type of

Project

Residential Project

3. Project /

Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the

project

Residential Project

5. Name of

Developer

Sharan Venture LLP

6. Estimated

Project Cost

(Rs. In

Crores)

30 crores

7. Whether

construction

work has

been initiated

at site? If yes,

details thereof

No

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Page 26 of 126

8. Project Details • Land / Plot Area (m2) : 5,038.0

• FSI area (m2):13,597.64

• Total BUA (m2):21,682.12


FSI Area (m2) 13,602.60 13,597.64

Ground Coverage (m2) ---- 2,375.65

Common Plot Area (m2) ---- 557.92


9. Building

Details

• No. of Buildings: 3

• No. of blocks: 5

• Scope of building/blocks: Basement + Ground floor + 7 Floors

• No.& size of Residential Units:149 Flats

• No. & type of Commercial Units:---


10. No. of

expected

residents /

users

671 – Flats100 shop

11. Water &

waste water

details during

construction

phase


• Source of water: Water tanker


• Mode of disposal: Septic tank & soak pit


12. Water &

waste water

details during

operation

phase


• Source of water: Water supply from AMC


• Mode of disposal: AMC drainage line

13. Status of

water supply

and drainage

line

AMC water supply line and sewer line are available at site

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse


development

Other

excavated

earth

9,975 4,515 Back filling

and internal

road

development

Construction

debris


and internal

road

development

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Page 27 of 126


vendors

Discarded

packing

materials

4 ---- Sold to

vendors

Remaining construction debris and excavated earth will be used for back

filling for the other projects in the vicinity as well as road development

outside the premises.

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal / Reuse

Total ~410 Into bins to be

provided

within

premises

Bio degradable

waste will be

disposed into

nearby bins and

non

biodegradable

waste will be

sold to vendors

• Details of segregation if to be done: Green bin for bio degradable waste

& White bin for non-biodegradable waste

• Capacity and no. of community bins to be placed within premises: ~330

bins to be provided with 5 litre to 25 litre capacity

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

At the nearby MSW collection point of AMC.

15. Parking

Details

• Total parking area requirement for the project as per GDCR: 2,719.52

m2

• Parking area requirement for residential units as per GDCR: 2,719.52

m2

• Total number of CPS requirement for the project as per NBC: 149 CPS

• Number of CPS requirement for residential units as per NBC: 149 CPS

• Total Parking area provided (m2) & No. of CPS: Area – 5,438.21 m2 ,

CPS - 177

• Parking area provided in basement (m2) & No. of CPS: Area –3,873.02

m2 , CPS - 121

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,565.19 m2,

CPS – 56

16. Traffic

Management

• Width of adjacent public roads: 15 m wide road


provided

• Width of Entry & Exit provided on approach road/s: 6.0 m & 7.5 m

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

fire tender(excluding the width forthe plantation): 3.0 m

• Width of all internal roads:7.5 m and 6.0 m

17. Details of

Green


maximum use of aerated blocks, use of low voltage lighting, rain water

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Page 28 of 126

Building

measures

proposed.

Harvesting, maximum use of natural light through architectural design,

use of energy efficient motor and pumps, use of LED & low voltage

lighting, LED lighting in open and landscape areas, rooftop thermal

insulation etc, 11% of total plot area developed as green area etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply:


Connected load:----

• Source: Torrent Power Ltd.,




LED lighting in open and landscape areas, rooftop thermal insulation

etc.

• DG Sets:

No. and capacity of the DG sets: 1 X 125 KVA


19. Fire and Life

Safety

Measures

• Fire extinguisher, hose reel, down comer, automatic sprinkler system

(basement only), manually operated electric fire alarm system, terrace

tank -25 KL (each Building), pump capacity at the terrace tank level

with minimum pressure of 2.0 kg/cm2- 900 lit/min. etc.

• Name of the nearest fire station: Chandkheda Fire Station, distance

from the project site: About 3.4 Km, time required by the fire tender to

reach the project site: 20 minutes.


Type &

no. of

buildings

Height

in m

No. of

floors

Floor

area

No. of

staircase

Width of

the

staircase

Travel

distance

(m)

A 24.85 B + G + 7 366.58 1 1.5 19

B 24.85 B + G + 7 366.58 1 1.5 19

C+D+E 24.85 B + G + 7 1094.14 3 1.5 12

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: ----

• No. & dimensions of RWH tank(s) : ---- 2

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

• Details on Pre-treatment facilities : Desilting cum filter chamber

22. Green area

details

• Tree covered area (m2) : 200

• Area covered by shrubs, bushes and lawn (m2): 357.92




23. Budgetary

allocation for

Environmental

Management

Plan

Allocation of Rs. 14.0 lacs & Rs. 7.5 lacs as capital cost & recurring cost

respectively has been made for EMP & EMS

24. Proposed dust

control

Dust suppression by spraying of water, peripheral barricading the project

site, covering the construction material during transportation and

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Page 29 of 126

measures

during the

construction

phase

storage, compaction of soil during various construction activities

25. Eco friendly

building

material usage

details.



provided to the

construction

workers


welfare facility will be provided as per Gujarat Building and other


27. Documents

related to land

possession.

Copy of Village from No. 7/12 submitted by them shows that NA land in

the name of M/s Sharan Venture LLP. Copy of registered sale deed has

also been submitted which shows that the land has been purchased by

M/s Sharan Venture LLP.








WATER:




system.

OPERATION PHASE:

WATER:


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





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




AIR:

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




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Page 30 of 126



standards.

SOLID WASTE:




SAFETY:




12. Fire fighting facilities like fire extinguisher, hose reel, down comer, automatic sprinkler system

(basement only), manually operated electric fire alarm system, terrace tank -25 KL (each Building)

etc. shall be provided as proposed.




CO in the area.

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

ensure operation of exhaust fans as CO concentration levels.


16. Minimum Parking space of 5,438.21 m2 [3,873.02 m2 in basement + 1,565.19 m2 in hollow plinth]

shall be provided as proposed.


17. Energy conservation measures viz. maximum use of natural light through architectural design, use of

energy efficient motor and pumps, maximum use of aerated blocks, use of LED & low voltage

lighting, LED lighting in open and landscape areas, rooftop thermal insulation etc. shall be

implemented as proposed.

GREEN BELT:

18. Green belt area of 557.92 m2 comprising of 200.0 m2 tree covered area shall be developed as



8. Arjun Developers F.P. No. 144/1, O.P. No. 144, Survey No. 1413/1 of D.T.P.S. No. 3 (Dahegam), Dist : Gandhinagar




1. Proposal is for New Project

2. Type of Project Residential & Commercial Project

3. Project /

Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the

project

Proposed Residential & Commercial Project

5. Name of

Developer

Arjun Developers

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Page 31 of 126

6. Estimated

Project Cost

(Rs. In Crores)

60 crores

7. Whether

construction

work has been

initiated at

site? If yes,

details thereof

No

8. Project Details • Land / Plot Area (m2) : 22,417

• FSI area (m2):25,444.95

• Total BUA (m2):29,207.52


FSI Area (m2) 40,350.60 25,444.97

Ground Coverage (m2) --- 9,540.42



9. Building

Details

• No. of Buildings: 1 commercial block & 108 bungalows

• Scope of buildings/blocks: 1 commercial block & 108 bungalows

• No.& size of Residential Units:108 Bungalows

• No. & type of Commercial Units:Shops: 25, Office- 64


10. No. of

expected

residents /

users

486 – Flats

50- shops

320 –Offices

11. Water & waste

water details

during

construction

phase

• Water requirement (KL/day):16.25

• Source of water: water tankers


• Mode of disposal:Septic tank & soak Pit


12. Water & waste

water details

during

operation

phase


• Source of water: Water supply from Dehgam nagarpalika


• Mode of disposal: AUDA drainage line

13. Status of water

supply and

drainage line

Water supply of Dehgam nagarpalika & drainage line of AUDA will be

available during operation phase.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse


development

Other

excavated


and internal

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Page 32 of 126

earth road

development

Construction

debris


and internal

road

development


vendors

Discarded

packing

materials

4 ---- Sold to

vendors

Remaining construction debris & excavated earth will be used for back

filling for the other projects in the vicinity as well as road development

outside the premises.

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of Disposal /

Reuse

Total ~370 Into bins to

be provided

within

premises

Bio degradable waste

will be disposed at

the nearby waste

collection point and

non biodegradable

waste will be sold to

vendors

• Details of segregation if to be done: Green bin for bio degradable

waste & White bin for non-biodegradable waste


~550 bins to be provided with 5 litre to 25 litre capacity


At the nearby MSW collection point of Dehgam nagarpalika.

15. Parking Details • Total parking area requirement for the project as per GDCR: 2,409.28m2

• Parking area requirement for residential units as per GDCR:---

• Parking area requirement for Commercial units as per GDCR:2,409.28 m2

• Total number of CPS requirement for the project as per NBC: 204 CPS


• Number of CPS requirement for commercial units as per NBC: 96 CPS

• Total Parking area provided (m2) & No. of CPS: Area – 3,385.1 m2, CPS –119 + individual parking in bungalows

• Parking area provided in basement (m2) & No. of CPS: Area –2,386.85 m2 , CPS - 75

• Parking area provided as open surface (m2) & No. of CPS: Area – 998.25 m2 , CPS – 44

16. Traffic

Management

• Width of adjacent public roads:30 m & 12 m wide roads

• Number of Entry & Exit provided on approach road/s: 4 gates will be provided.

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Page 33 of 126

• Width of Entry & Exit provided on approach road/s:5.0 m

• Minimum width of open path all around the buildings for easy access of fire tender(excluding the width forthe plantation):3.0 m

• Width of all internal roads:5.0 m & 9.0 m.

17. Details of

Green Building

measures

proposed.


maximum use of aerated blocks, use of low voltage lighting, rain water

Harvesting, maximum use of natural light through architectural design,

use of energy efficient motor and pumps, use of LED & low voltage

lighting, LED lighting in open and landscape areas, rooftop thermal

insulation etc, 11% of total plot area developed as green area etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply:


Connected load:----

• Source: UGVCL




LED lighting in open and landscape areas, rooftop thermal insulation

etc.

• DG Sets:

No. and capacity of the DG sets: 1 X 125 KVA


19. Fire and Life

Safety

Measures

• Fire extinguisher, hose reel, wet riser, automatic sprinkler system

(basement only), manually operated electric fire alarm system,

automatic detection & alarm system, underground tank of 100 KL,

terrace tank -10 KL, Pump near underground static water storage

tank- one diesel pump of capacity-2280 l/min and One electric pump

of capacity-180 l/min

• Name of the nearest fire station: Dehgam fire station, distance from

the project site: About 2 Km, time required by the fire tender to reach

the project site: 15 minutes.


Type &

no. of

buildings

Height

in m

No. of

floors

Floor

area

No. of

staircase

Width of

the

staircase

Travel

distance

(m)

A 21.32 B +G +

4 1071.22 4 1.5 23 m

One staircase will be provided in each individual bungalow.

21. Rain Water

Harvesting

(RWH)

• No. & dimensions of RWH tank(s) : 6 nos.

• No. and depth of percolations wells: 6 no.

• Details on Pre-treatment facilities :Desilting cum filter chamber

22. Green area

details

• Tree covered area (m2) :1,300

• Area covered by shrubs, bushes and lawn (m2):1238.88

• Total Green Area (m2):2,538.88

• Green Area % of plot area:11

• No. of trees and species to be planted:650 trees of local species.

23.

Budgetary

allocation for

Allocation of Rs. 57.0 lacs & Rs. 11.0 lacs as capital cost & recurring

cost respectively has been made for EMP & EMS

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Page 34 of 126

Environmental

Management

Plan

(Rs. in lacs)

24. Proposed dust

control

measures

during the

construction

phase

Dust suppression by spraying of water, peripheral barricading the

project site, covering the construction material during transportation and

storage, compaction of soil during various construction activities

25. Eco friendly

building

material usage

details.



provided to the

construction

workers


welfare facility will be provided as per Gujarat Building and other


27. Documents

related to land

possession.

N.A order & Village form no. 7 submitted by them show that the land for

residential & commercial use is in the name of the partners of Arjun

Developers.

During the meeting, a copy of receipt obtained from Ahmedabad Urban Development Authority against

the betterment charges including the drainage charges paid by them was presented. After detailed

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

1. Copy permission from concerned competent authority for providing water supply and municipal solid

waste collection & disposal facility to the proposed project.

2. Details on parking space to be provided for bungalows which should include the details of plot area

of each individual type of bungalow, ground coverage, open space & parking space available within

the premises of each individual type of bungalow.

9. Vardhman Realities Vardhman Greens

Survey No. 140/2/3, Plot No. 1 & 2, Ghanteshwar, Rajkot

Screening/ scoping.

During the meeting, it was presented that they have started the construction activity for the project due to

ignorance of the applicability of the EIA Notification-2006 to the proposed project having built up area

greater than 20,000 m2. It was unanimously decided by the committee not to consider the project in view

of violating the provisions of the EIA Notification-2006 by starting the construction activity for the project

without obtaining prior Environmental Clearance.

10. Millennium Textile House-4

R.S.No.68+295, Udhana, Choryasi, Surat Screening/ scoping.

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Page 35 of 126

The SEIAA, Gujarat has accorded environmental clearance to M/s Shanti Realties P. Ltd. vide order no.

SEIAA/GUJ/EC/8(a)/215/2013 dated 22/12/2013 for the commercial building construction project with

total built up area of 1,43,152.39 m2 and comprising of 1 building of hollow plinth + 8 floors with 816 nos.

of commercial units.

Now, the project proponent, in the name of Mr. Vasantbhai Haribhai Gajera, submitted revised Form-I &

IA to this office on 11/01/2017 vide proposal no. SIA/GJ/NCP/18175/2015 and requested for amendment

in the Environmental Clearance order dated 22/12/2013 for the proposed changes in terms of expansion

of the project. It was stated that the built up area of the project will be 2,80,259.47 m2 after the proposed

changes in the project. It was observed that the built up area of the project after the proposed changes

will be 2,80,259.47 m2 and is more than 1,50,000 m2 & less than 3,00,000 m2 which is covered under the

project activity 8(b) as per the schedule of the EIA Notification-2006.

During the meeting, after detailed discussion, the following Terms of Reference were prescribed for the

EIA study to be done covering 5 Km radial distance from the project boundary.

1. Copy of permission obtained from the concerned competent authority for the proposed FSI.

2. Compliance report in respect of the stipulated terms and conditions in the Environmental Clearance

order no. SEIAA/GUJ/EC/8(a)/4384/2015 dated 30/12/2015 in line with the Office Memorandum no.

J-11011/618/2010-IA-II(I) dated 30/05/2012 and J-11013/41/2006-IA.II(I) dated 20/10/2009 published

by MoEF & CC.

3. NOC from M/s Shanti Residencies Pvt. Ltd. for transferring Environmental Clearance for the

proposed project in the name of the applicant/project proponent.

4. Reasons for the proposed expansion should be justified in detail.

5. A single layout plan showing location of buildings, roads, D.G.sets, STP, composting facility, parking

provision, green belt (tree covered area), common plot, location of percolation wells etc. with

different colour codes.

6. Provision of separate entry & exit and adequate margin all around the periphery for easy

unobstructed movement of fire tender without reversing.

7. Implementation schedule of the project along with the bar chart.

8. A map of the study area delineating the major topographical features such as land use, drainage,

locations of habitats, environmentally sensitive areas, major constructions including roads, railways,

pipelines, industries if any in the area are to be mentioned.

9. Land use map of the study area based on high resolution satellite imagery delineating the forest,

agricultural land, water bodies, settlements and other cultural features. Details of change / creation in

land use / land cover due to the proposed project.

10. Details of site topography along with the contour plan of the project area. Details of change in

topography of the area due to the project.

11. Scope of the buildings to come up in the project as well as exact details of the commercial units,

service and other amenities to come up in the project. Height of the buildings to come up in the

project.

12. Proposed fixed population as well as floating population including visitors considered for the

proposed project.

13. Source of water supply during the construction phase along with the expected quantity of the water

requirement. Waste water disposal plan during the construction phase.

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14. Detailed fresh water consumption based on activity and area of the project as per the NBC norms.

Exact source of water supply during operation phase. Permission from the concerned authority for

water supply.

15. Domestic waste water disposal plan during operation phase and permission of concerned authority

for sewage disposal.

16. Details of the STP with size of each unit, its location on the plan and its adequacy. Measures

proposed to prevent odour nuisance due to the STP operation. Provision of dual plumbing, for reuse

of treated sewage for purposes like flushing, cooling tower make up etc.

17. Details of water conservation measures including provision of low water consuming devices.

18. Application wise break up of treated sewage utilization. Adequacy of open land area available for

utilizing treated sewage for plantation / gardening.

19. Details of storm water management. Detailed plan to manage treated sewage in monsoon season.

How it will be ensured that treated sewage won't flow outside the premises linked with storm water

during high rainy days.

20. Details of soil excavation / filling required for the project along with its quantification based on backup

calculations. Details with respect to proposed use / disposal of excavated soil. Plan for management,

use and disposal of construction debris including excavated materials during the construction phase.

21. Details of top soil management plan during construction phase. If the topsoil is proposed to be

preserved, the details relating to the quantity of topsoil stored, demarcated area on plan where it is

stored along with preservation plan is to be given.

22. Engineering controls proposed for dust control including barricading the site during the construction

period.

23. Details on impacts of air emission from the vehicles during the construction and operation phases,

emission during loading, unloading, transportation and storage of construction materials etc. and

mitigation measures thereof should be incorporated in the EIA report.

24. Details of the D.G. sets including fuel, quantity, stack height, location as well as the acoustic

measures proposed to abate noise pollution.

25. Map of the study area clearly delineating the location of monitoring stations for air, water, soil and

noise, superimposed with location of habitats are to be shown. Primary data shall be collected for

one season except rainy season.

26. Details of base line ambient air quality monitoring data of one season other than monsoon for at

least five locations in 5 km study area and impact analysis due to the proposed project. Parameters

namely PM10, PM2.5, NO2, SOx and CO shall be considered. Air quality modelling shall be carried out

for prediction of impact of the project on the air quality of the area. The details of the model used and

the input parameters used for modelling shall be provided. The air quality contours shall be shown

on the location map clearly indicating the location of site, location of sensitive receptors, if any, and

habitation. Latest available IMD data shall be utilized.

27. Details of incremental pollution load on the ambient air quality, noise and water quality due to the

project.

28. Plan to curb noise likely to be generated from the use of construction equipments like mixers,

vibrators etc. Impact of project construction/operation on the noise on account of construction

equipment, construction/demolition activities and road traffic is to be studied.

29. Details with respect to the quantity of the generation of the garbage / Municipal Solid

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waste(biodegradable & recyclable waste), Bio Medical waste, electronic waste and mode of its

treatment and disposal. Details of composting facility, if any proposed for composting of bio-

degradable waste.

30. Detailed parking plan showing accommodation of two wheelers and four wheelers, its adequacy for

the project and norms adopted for the calculations. The details shall include the parking requirement

on the basis of footfalls, as per present GDCR and National Building Code (NBC) guidelines for each

individual component of the project along with the backup calculations. Mark the area of parking on

the drawing showing the parking. Also details of visitors parking, whether considered in total parking

calculations / provisions or not.

31. Detailed traffic study & traffic management plan considering the floating and fixed population

including visitors as well as existing traffic density on adjacent road during peak hours, projected

increase in traffic density in operation phase of the project, carrying capacity of the existing roads, its

adequacy during operation phase of the project and the measures to avoid the traffic congestion in

the interior as well as the exterior roads.

32. 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.

33. Details on provision to be made for ventilation, natural lighting and CO sensors in basement.

34. Details of existing trees to be protected / preserved / transplanted / removed. Detailed green belt

development plan as per the CPCB guidelines, including area of tree plantation, its demarcation on

the map, number and types of trees and budget allocation thereof. Also provide the break-up of the

greenbelt viz. the tree covered and lawn covered area.

35. Details of use of eco-friendly building material including fly ash bricks, fly ash paving blocks, RMC,

lead free paints, use of PPC in concrete etc.

36. 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.

37. Details of Green Building Concept to be adopted for the project.

38. Details of provisions to make the project energy efficient and adoption of modes of alternative eco

friendly sources of energy, solar water heater, solar street lighting, LED lighting. Measures proposed

to comply with the ECBC norms / other international norms proposed for energy conservation.

39. Scheme for rain water harvesting and ground water recharge with proper scientific calculations

considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge

rate, duration of rain water harvesting etc. Details of provisions of pre-treatment of the rainwater in

the case of surface run off is to be harvested. Location of recharge percolation wells on the layout

plan.

40. Details of seismic zone of the project and design aspects required to be adhered to as per national

standards for buildings to make it earthquake proof.

41. The details of the basic amenities and welfare facilities to be provided to the construction workers to

ensure that they do not ruin the existing environment.

42. Details of safety measures proposed for the construction workers including provision of personal

protection equipment. Details of registration and provisions to be made by the project proponent to

follow Building and other Construction Workers Acts and Rules and undertaking for the same.

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43. Plan showing emergency exits as well as location of stair cases, lifts and pathways etc. and

compliance to the GDCR and NBC in this regard.

44. Details of fire fighting system including location of fire water tanks & capacity, separate power

system for fire fighting, automatic sprinkler system, fire detection system with alarms & automatic fire

extinguishers, location of fire lift and fire retardant staircases, details of qualified and trained fire

personnel & their job specifications, nearest fire station & time required to reach the proposed site

etc. Calculation and provision of minimum fire water requirement based on fire study as well as the

availability of external fire fighting facility.

45. Details of first aid / fire fighting and other emergency services to be provided during construction

phase and operation phase including the training to be provided to the residential staff of the project

as first aid providers, fire fighters etc.

46. Details of disaster management plan during operation phase of the project should also include

scenario of natural catastrophe like earth quake, cyclone and floods in addition to other disasters.

The plan should include the details of (i) Emergency lighting plan (ii) details of power back up system

in the case of emergency (iii) fire fighting arrangements (iv) first aid arrangement (v) Training and

Mock drill (vi) Emergency announcement system (vii) Signages (viii) location of emergency stair

cases and pathways etc.

47. Detailed Environment Management Plan with respect to various environmental attributes- Water, Air,

Noise, Solid wastes including Hazardous Wastes, land etc. of the project both during construction

and operation phase and strategy for its implementation with financial outlay. Details of monitoring /

supervision cell to monitor environmental aspects during construction phase as well as operation

phase including provision of qualified construction safety officer.

48. Copy of permission obtained from Aviation Authority.

49. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

incorporated in the EIA Report.

50. 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.

51. A tabular chart with index for point-wise compliance of above TORs.

The above mentioned TORs shall be considered 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 EIA report.

11. Happy Prestigia F.P.No.60+61, T.P.S.No.6 (Vesu), O.P.No.43/2,

45, R.S.No.247/3/P, 246, Moje-Vesu, Surat.

Screening/scoping

& appraisal.


Sr.

No

.

Particulars Details


2. Type of Project Residential

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Page 39 of 126


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

8(a)

4. Name of the

project

“Happy Prestigia”

5. Name of

Developer

M/s. Happy Home Corporation

6. Estimated Project

Cost (Rs. In

Crores)

Rs. 80.0 Crore

7. Whether

construction work

has been initiated

at site? If yes,

details thereof

No


• FSI area (m2): 61,572.908

• Total BUA (m2) : 96,919.95


FSI Area(m2) 62,218.0 61,572.908

Ground Coverage(m2) 5,561.77 5,561.77

Common Plot Area(m2) 1,554.54 2,351.0

Max. building height(m) -- 45.0

9. Building Details • No. of Buildings: 05 Nos.


• Scope of buildings/blocks: 2 level basement +hollow plinth +13 floors

• No. & size of Residential Units: 130 Flats

• No. & type of Commercial Units: --


10. No. of expected

residents / users

Expected residents: 780

Expected shop users: --

Expected visitors: 500

11. Water & waste

water details

during

construction

phase


• Source of water: Bore well


• Mode of disposal: Soak pit

• Details of reuse of water, if any: W/W generated from washing of

equipment will be reused for curing after necessary treatment.

12. Water & waste

water details

during operation

phase



• 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 110.0 KL/day

• STP Technology: STP with primary, secondary & tertiary treatment

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facilities.

• Purposes for treated sewage utilization: Gardening and Flushing

• Quantity of treated sewage to be reused:1.Gardening (KL/day): 9.50, 2.

Flushing (KL/day): 45.0

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

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

Treated sewage will be used for gardening & flushing purpose within

premises and remaining quantity of treated sewage will be discharged

into the drainage line of SMC.

Mode of disposal: As above.

13. Status of water

supply and

drainage line

Water supply & drainage line of SMC will be available during operation

phase of the project.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil 117.55 117.55 Reuse for developing

garden area

Other

excavated

earth

1,05,281.2

0

77,217.47

m3 will be

reused for

plinth filling

& back filling

Excess will be disposed

to other project site

Construction

debris 1018 485

Reused as a filler up to

plinth level & remaining

will be reused in outer

road development

Steel scrap 39

-- Sold to local scrap

vendors

Discarded

packing

materials

24

-- Sold to local vendors

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of

Disposal / Reuse

Dry waste 208.80 Blue colour

bucket

Through door to

door waste

collection

system of SMC.

Wet waste 187.20 Green colour

bucket

Through door to

door waste

collection

system of SMC.

STP Sludge 20 On SDB Reuse in

gardening as

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manure within

project premises

• Details of segregation if to be done: Separate bins will be provided to collect dry and wet waste.

• Capacity and no. of community bins to be placed within premises: 0.5 m3 in each building

• Landfill site where waste will be ultimately disposed by local authority: Khajod Landfill site of SMC

15. Parking Details • Total parking area requirement for the project as per GDCR: 9,235.94m2

• Parking area requirement for residential units as per GDCR: 9,235.94m2

• Total number of CPS requirement for the project as per NBC :130


• Total Parking area provided (m2) & No. of CPS: 31,156.0 m2 & 1001 CPS

• Parking area provided in basement (m2) & No. of CPS: 26,251.0 m2 & 820 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 4060.50 m2 & 145 CPS

• Parking area provided as open surface (m2) & No. of CPS: 844.50 m2 & 36 CPS

16. Traffic

Management

• Width of adjacent public roads: 24.0 m wide road.

• Number of Entry & Exit provided on approach road/s: 4 gates will be provided

• Width of Entry & Exit provided on approach road/s: 7 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 m


Building

measures

proposed.

Use of fly ash based material, provision of flush tank instead of direct

flushing in toilet, provision of foam type aerated cock for water usage,

use of LED light in common building areas, solar lights for landscape

areas, maximum use of natural lighting, reflective / white tiles on terrace

floor, rain water harvesting & ground water recharge, provision of STP &

reuse of treated sewage etc.

18. Energy

Requirement,

Source and

Conservation

• Power supply Maximum demand: 1500 KVA

Connected load:

• Source: D.G.V.C.L

• Energy saving measures: Use of LED light in common areas, solar

lights for landscape areas, maximum use of natural lighting, reflective /

white tiles on terrace floor etc.

• D.G.stes: No. and capacity of the DG sets: 2 x 125 KVA

Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity 30

L/h in each.

19. Fire and Life

Safety Measures

Fire extinguisher, hose reel, wet riser, automatic sprinkler system in

basement, manually operated electric fire alarm system, underground

water tank of 75 KL x 5 nos., capacity, terrace tank of 10 KL capacity, one

electric & one diesel pump of capacity 1620 L/min. & one electric pump of

capacity 180 L/min. having pressure 3.5 kg/cm2 at terrace level etc.

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Bldg. No.

Floor No. Floor Area (m2)

No. of staircases

Width of Staircase

(m)

Maximum Travel Distance up to the

Staircase (m) (< 30 m)

A, B, C 2B+H.P.+ 13 1171.659

02 2.0 20.05

D, E 2B+ H.P. + 13 1023.395

02 2.0 21.44

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 16.0 m

• No. & dimensions of RWH tank(s) : 08 no. of RWH tanks; size: 4 m x 3 m x 3 m

Size of Bore: 350 mm dia.

Size of pipe: 150 mm dia.

• No. and depth of percolations wells: 03 nos. of percolating well,

• 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) : 609.0

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

• Lawn covered area (m2): 1,742.0


• Green Area % of plot area: 10.60 %

• No. of trees and species to be planted: 100 trees of Asopalav, Coconut palm tree, Neem, Gulmohar , Indian Champa etc. will be planted within premises.

23.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Sr. No.

Particulars

Approximate recurring cost

per annum (Rs. In Lacs)

Approximate

Capital cost

(Rs. In Lacs)

1. Air pollution 0.70 1.20

2. Water pollution 1.50 80.00

3. Solid and hazardous waste management

0.65 1.00

4. Green belt development 0.80 2.50

5. Rain water harvesting 1.10 7.00

Total 4.75 91.70

24. Proposed dust

control measures

during the

construction

phase

Covering building materials by tarpaulin, sprinkling of water, covering

structure with Hessian clothes etc. to curb fugitive emission.

25. Eco friendly

building material

usage details

Fly ash bricks, aerated blocks, paving blocks PP Cement in concrete will

be used.

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26. Basic amenities

to be provided to

construction

workers

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

medicines, medical services, PPE will be provided.

27. Documents

related to land

possession.

For S.No 246 – village form no. 7/12 submitted shows that the land for

residential use is in the name of Happy home corporation through its

partners, & for S.No.247/3 - index shows land is in the name of happy

home corporation through its partners.


Authority of India for building height of 46.84 m above the ground level. 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 availability of the proposed

FSI & ground coverage.

12. Nilamber Triumph R.S.No.35/1/1, 35/2, F.P.No.8, O.P.no.8,

T.P.S.No.17, Saiyad Vasna, Vadodara.

Screening/scoping

& appraisal




2. Type of

Project

Commercial

3. Project /

Activity No.

[8(a) or 8(b)]

8(a)-B

4. Name of the

project

‘Nilamber Triumph’

5. Name of

Developer

Nilamber Infratech LLP

6. Estimated

Project Cost

(Rs. In Crores)

90

7. Whether

construction

work has been

initiated at

site? If yes,

details thereof

No

8. Project Details • Total Plot Area (m2): 11,686.0

• FSI area (m2): 24,374.44

• Total BUA (m2): 38,604.10

Permissible/Required Proposed

FSI Area 24,602.0 24,374.44

Ground Coverage -- 4,058.73

Common Plot Area 1,130.60 1,130.60

Max. building height -- 40.00 m

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9. Building

Details

• No. of Building Types: 1

• No. of Building Blocks: 1

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

floors.

• No & size of Commercial Units:

• 65 nos. of shops, 155 nos. of offices, 1 no. of hotel (Anchor &

Restaurants), 4 nos. of banquet, 126 nos. of hotel (Guest Room) &

1 no. of multiplex.

• Details of amenities if any:--

10. No. of

expected

residents /

users

Fixed: 2,178 Nos.

Floating: 3,934 Nos. (Visitors / Guests)

Total: 6,112 Nos.

11. Water & waste

water details

during

construction

phase


• Source of water: Water tankers


• Mode of disposal: Soak pit through septic tank

• Details of reuse of water, if any:

12. Water & waste

water details

during

operation

phase



• Source of water: Water supply from Vadodara Mahanagar Seva

Sadan (VMSS).


• Mode of disposal: Sewage-91.0 KL/day to be generated from hotel

will be treated in the proposed onsite Sewage Treatment Plant and

treated sewage will be reused for flushing, HVAC make up and

gardening purpose within the premises. Remaining quantity of

treated sewage along with the sewage to be generated from the

commercial units will be discharged into the drainage line of VMSS

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

• STP Technology: Conventional comprising of Primary, Secondary

and Tertiary Treatment

• Purposes for treated water utilization: Gardening & Flushing

• Quantity of treated water to be reused: 41.0 KL/day for flushing,

49.5 KL/day for HVAC make up, 0.5 KL/day for gardening.


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

Sewage-91.0 KL/day to be generated from hotel will be treated in

the proposed onsite Sewage Treatment Plant and treated sewage

will be reused for flushing, HVAC make up and gardening purpose

within the premises. Remaining quantity of treated sewage along

with the sewage to be generated from the commercial units will be

discharged into the drainage line of VMSS


13. Status of

water supply

and drainage

Water supply: VMSS

VMSS underground drainage

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line

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /

Reuse

Top Soil Whatsoever Whatsoever Preserve and use

for developing green

cover

excavated

Soil

36,000 36,000 Backfilling in the

same premises or in

the nearby low lying

areas with prior

permission from

land owners.

Constructio

n debris

500 500

Steel scrap 12 Ton -- Sell to scrap dealers

/ recycler Discarded

packing

materials

2 Ton --

Operation Phase:

Type of waste

Generatio

n Quantity

Mode of

waste

collection

Mode of

Disposal /

Reuse

Recyclable 1,250

Kg/day

Collection, Storage & sell to

scrap vendors

Non Recyclable 850

Kg/day

Collection, Storage & use as

manure after composting in

horticultural activity OR

transported to the nearest

collection point of VMSS

Horticulture 1.0

Kg/day

STP Sludge 3.0

Ton/Year

Collection, Storage & use as

manure after composting in

horticulture activity

Used Oil 0.5

KL/Year

Collection Storage & Sell to

Registered Recyclers

Details of segregation if to be done:Solid waste generated during

operation phase will be segregated into recyclable and non-recyclable

waste as per the details given above.

15. Parking

Details

• Total parking area requirement for the project as per GDCR: 12,187

m2


Nos.

• Total Parking area provided (m2) & No. of CPS: 13,094 m2 & 446

CPS

• Parking area provided in basement (m2) & No. of CPS : 5,103.23 m2

in 2nd basement + 5,108.02 m2 in 1st basement, 316 CPS

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

2,973.08 m2 , 129 CPS

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16. Traffic

Management

• Width of adjacent public roads: 30 m


provided.

• Width of all internal roads: 5.5 m , 7.5 m & 3 m

• Minimum width of open path all along the boundary wall: 4 m

17. Details of

Green

Building

measures

proposed.

Following are the proposed Green Building Measures:

• Energy Conservation: Listed in point 18

• Rain Water Harvesting: listed in point 21

• Proposed to use eco friendly materials: listed in point 25

18. Energy

Requirement,

Source and

Conservation

• Power supply:

Maximum demand: 2,000 KVA

Source: Madhya Gujarat Vij Company Ltd.

• Energy saving measures: Efficient lamps, luminaries and control

devices, time switches for automatic switching off lighting of

buildings and street lights, transformers and motors having

minimum efficiency of 85%, use of light colors for the walls and

ceiling to reduce the UV absorption and minimize the associated

cooling requirement, use of building materials, having lower U-value

and the insulating material having higher R-value for optimum

energy performance.

• DG Sets:

No. and capacity of the DG sets: 3 D. G. Set (1 x 400 KVA, 1 x 250

KVA, 1 x 750 KVA)

Fuel & its quantity: Diesel @ 170 L/Hr

19. Fire and Life

Safety

Measures

Safety Measures for the Construction Workers:

• Personal protective equipments like helmets, safety shoes, hand

gloves, goggles, clothing, etc. for construction workers,ear muffs &

ear plugs will be provided to all the workers engaged at and around

high noise generating source. First aid emergency kit will be

provided at various locations during construction as well as during

operation phase in the buildings. All the other provisions will be

made to the workers as per Gujarat building & other construction

workers rules.

• Underground static water storage tank of 100KL × 2 nos, O/H water

tank of 20KL × 2 nos, fire extinguishers (DCP type & Co2 type) on

alternate floor, pump near underground static water storage tank

(fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level,

automatic sprinkler system in basement (one per 12 m2 floor area),

refuge area at 5th floor etc.


Floor Detail No. of

staircases &

lifts

Floor area, m2 Width of

stair case,

m

Max travel

Distance, m

Basement

1&2

2 & 9 Maximum 4,139.14 1.5 to 2.0

<30

GF & 1st

floor

3 & 11

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2nd & 3rd

floor

4 & 9

4th floor 4 & 7

5th to 11th

floor

3 & 7

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table:18 to 20m

• No. & dimensions of RWH tank(s):---

• No. and depth of percolations wells:3 Nos.

• Details on Pre-treatment facilities:Catch-pit (2.0m x 2.0m x 2.5m) &

Course Sand Gravel filtration

22. Green area

details


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

• Lawn coverage area (m2): 1,130.60

• Total green area (m2): 1,265.73


• No. of trees and species to be planted: 175

23.

Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

Capital Cost : 42 Lacs

Recurring Cost Per Annum: 4.9 Lacs

24. Proposed dust

control

measures

during the

construction

phase

• Use of Ready mix concrete wherever possible instead of using

onsite batching plant for concrete.

• Peripheral barricading sheet of minimum 5 m heights will be

provided to prevent dust emission spreading outside the project

premises.

• Under construction building will be covered thoroughly with

jute/green PVC cloth

• Use of plastic cover sheet / tarpaulin while transporting raw material

at site

• Any dry, dusty materials will be stored in closed room/shed and

prevented from blowing.

• Sprinkling of water with fine spray nozzles will be used in vulnerable

areas to suppress the dust and control fugitive emissions.

• Roads inside the project area and roads connected to the main

road will be paved and/or water sprinkled to avoid the fugitive

emissions

• Development of peripheral green belt will be started during the

construction phase to the extent possible.

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25. Eco friendly

building

material usage

details.

• Use of earth blocks, fly ash and Fal-G (fly ash, lime and gypsum) as

alternative materials for construction of wall in-place of clay bricks

with cement mortar where applicable. Various eco friendly building

materials proposed to use in the proposed project are shown in the

following table;

Type of Material Area of Use Approx. Quantity

Flay ash Cement

(PPC)

Flooring and

Masonry Work

1,250 MT (50% of

total Cement

quantity req.)

Fly ash & Fal-G

Bricks

Entire building

facilities As far as possible

Pavers Block

Internal roads of

the building

facilities

2,577 m2

26. Onsite sanitation quality, drinking water PPEs, first aid room with first

aid kit, welfare facilities as per the Gujarat Building & other

construction workers rules.

27. Documents

related to land

possession.

Copy of Index from sub-registrar’s office & a copy of registered sale

deed submitted by them shows that the N.A land is in the name of

Nilamber Infratech LLP.

During the meeting, it was noticed that a copy of NOC obtained from Fire & emergency services of

VMSS has been submitted & it was presented that all the suggestions & conditions will be implemented

in true spirit. Floor plans submitted by them show that separate sanitation blocks for male & female will

be provided on each floor. It was presented that 4 nos. of ramps will be provided for exit & entry into the

basement. Details on provision of ventilation, lighting arrangements, CO sensors & their functioning in

the basements were presented during the meeting. After detailed discussion, it was decided to consider

the project only after submission of the following:

1. Details of the proposed composting facility including its location on the layout plan, budget allocation

for its installation and operation & maintenance.

2. Noise control measures proposed in the multiplexes of the project to avoid disturbances to people

residing in the surrounding.




4. Details & plans showing floor wise emergency evacuation for the proposed project.

5. 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.

6. Explore the possibility of increasing the parking area provision for the project and revised parking

area provision details considering the same.

7. Structural stability certificate for the proposed commercial building having swimming pool on 4th floor

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and details on seismic zone considered for designing the proposed building.

13. Indraprasth Homes F.P.No. 34+56, TPS No. 84/A, Makarba, Vejalpur,

Ahmedabad

Screening/scoping

& appraisal


Sr.

No.

Particulars Details


2. Type of Project Residential

3. Project / Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the project Indraprasth Homes

5. Name of Developer M/s. Setu Developers

6. Estimated Project Cost

(Rs. In Crores)

25 Crores

7. Whether construction

work has been initiated

at site? If yes, details

thereof

Construction not started

8. Project Details • Land/ Plot Area (m2) : 4,796.0

• FSI area (m2) : 12,949.20

• Total BUA (m2): 23,369.39


FSI Area (m2) 12,949.20 12,917.75

Ground Coverage (m2) -- 2,558.99

Common Plot Area (m2) 383.68 434.65


9. Building Details • No. of Buildings: 5

• No. of Blocks : 5 Blocks

• Scope of buildings/blocks: Basement+ Hollow plinth+7 floors.

• No. & size of Residential Units: 231 Flats,


• Details of amenities if any: ----

10. No. of expected

residents / users

Fixed population

231 Flats x 5 persons/flat = 1155 persons

Floating population

231 Flats x 2 persons/flat/day = 462 persons/day

11. Water & waste water

details during

construction phase


• Source of water: Local water tankers


• Mode of disposal: Septic tank / Soak pit system

• Details of reuse of water, if any: None

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details during operation

phase

• Fresh water requirement (KL/day): 175


• Waste water generation quantity (KL/day): 138 KL/day

• Mode of disposal: Wastewater (sewage) will be discharged into

AMC drainage system

13. Status of water supply

and drainage line

AMC water supply & drainage line are available at the project site.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of

Disposal /

Reuse

Top Soil 1,600 1,600 Will be stored onsite

and used for

development of

greenbelt.

Other

excavated

earth

14,266 14,266

will be reused

for re-filling

of foundation

& plinth,

green belt

and levelling

low lying

areas at

project site

itself.

Excess (if any) will be

sent to another site

where need may be

exist.

Construction

debris

200

200

Will be used for

levelling, roads,

pavements etc.

Steel scrap Whatsoever -- Will be returned to

supplier or sold to

scarp dealer/ end

users.

Discarded

packing

materials

Whatsoever -- Will be returned to

supplier/ sold to

authorized recycler

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal

/ Reuse

Dry waste 578

kg/day Two separate bins

(one for dry and one

The said

common

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Wet waste for wet waste) each

of 10 L capacity will

be provided to each

unit. These bins will

be emptied in to

community bins

provided at various

locations.

community

bins will be

regularly

emptied by

AMC

• Details of segregation if to be done: Two separate bins (one for dry

and one for wet waste) each of 10 L capacity will be provided to

each unit.


29 community bins of 80 lit capacity will be provided at various

locations


authority: Final disposal at nearby MSW collection point of AMC.


1,294.92 m²


1,294.92 m2

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

231 CPS

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

231 CPS

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

6,873.32 m2 & 232 CPS

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

3,808 m2 & 119 CPS

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

2,548 m2 & 91 CPS

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

517.32 m2 & 22 CPS

16. Traffic Management • Width of adjacent public roads: 18 m wide road

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

Three entry/ exit will be provided.

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

7.5 m


access of fire tender (excluding the width for the plantation): 3 m

• Width of all internal roads: Main internal approach road: 7.5 m


Building measures

proposed.

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,

PVC electrical boards, aluminium window frame & marble door frame

instead of wood, rain water harvesting by recharging the ground

water table through 2 percolation wells, maximize the use of light

colours in the building envelope - to reduce heat absorption and

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associated cooling requirements.

18. Energy Requirement,

Source and

Conservation

• Power supply:

Maximum demand: Estimated requirement

During construction phase: 30 kW and

During operation phase: 1 MW.

Connected load: Will be applied.

• Source: M/s. UGVCL

• Energy saving measures; % of saving with calculations;

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

tabular form: Solar Power � Approx 24.48 kWh/day energy

saving, maximum use of LED lights in each block for non-

renewable energy conservation �24.48 kWh/day energy saving,

use of variable frequency drives motors to optimize power

consumption, individual building block has been oriented so as to

have maximum natural daylight as well as ventilation, use of the

building material having lower U-value and the insulating material

having higher R-value to have optimum energy performance,

maximize the use of light and silent colours in the building envelope

so that UV absorption is reduced and associated cooling

requirements are minimized.

• DG Sets: Not proposed.

19. Fire and Life Safety

Measures

• Nearest fire station is Bodakdev Fire Station and is approx. 5 km

away from the project site. Time required for the fire tender to reach

at the project site is 10-15 minutes.

• During the construction phase: Fire extinguishers in common

areas, personal protective equipments like earplugs, dust masks,

safety shoes, helmets, hand gloves, etc will be provided to all

workers, all workers will be trained to use welding shields and

follow safer practices, 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 operation phase: underground fire water tank of 100 KL

capacity, fire extinguishers & hydrant system at each floor, hose

reel, fire alarm call point etc.


Type & no. of

buildings

No. of

floors

Max . Floor area

(m2)

No. of

staircase

Width of

the staircase

(m)

Travel

distance

(m)

Total

5 Blocks

A to E

B+HP+7

371.18

1 1.5 17 (Max)

21. Rain Water Harvesting

(RWH)

• Level of the Ground water table: depth of water level: 40 m as per

CGWB report

• No. & dimensions of RWH tank(s): 2 nos. RWH structure of 0.20

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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: Before recharging rain water,

suitable arrangements of filtering (preferably sand filtration media)

will be provided. Gratings at mouth of each drainpipe will be

provided on terraces to trap leaves, debris and floating materials.

Filter media will be cleaned before every monsoon season. First

rain separator will be provided to flush off first rains. During rainy

season, the whole system (roof catchment, pipes, screens, first

flush and filters) will be checked before and after each rain and

preferably cleaned after every dry period exceeding a month.

22. Green area details • Tree covered area (m2): 309.39

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




• No. of trees and species to be planted: Local species such as

Ashok, Neem, Gulmohar etc. will be preferred for plantation.

23.

Budgetary allocation for

Environmental

Management Plan

(Rs. in lacs)

Budgetary allocation of Rs. 6 lacs & Rs. 18.7 lacs has been

proposed for Environmental Management Plan during the

construction phase & operation phase respectively.

24. Dust control measures Temporary windshield barriers, regular water sprinkling, tarpaulin

sheet cover on the material during the transportation, maximum use

of Ready Mix Concrete (RMC), uniform piling of sand and proper

storage to avoid dusting.

25. Eco friendly building

materials

Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks

for pavements/walkways, most of the carpentry structures will be

made up of processed engineering wood instead of wood, maximum

use of Portland Pozzolona Cement (PPC) containing high amount of

fly ash.

26. Facilities to be provided

to the construction

workers

Sanitation facilities, drinking water, municipal solid waste collection

facility etc.

27. Documents related to

land possession.

Village form No: 7/12 submitted by them show that land for

residential use is in the name of M/s Setu developers.








WATER:

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Page 54 of 126


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

phase.


system.

OPERATION PHASE:

WATER:


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





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



treatment must be done to remove suspended matter

AIR:

7. D. G. Sets to be provided in future as backup power shall be of enclosed type and conform to

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


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:




12. Fire fighting facilities like underground fire water tank of 100 KL capacity, fire extinguishers & hydrant

system at each floor, hose reel, fire alarm call point etc. shall be provided as proposed.




CO in the area.




16. Minimum parking space of 6,873.32 m2 [2,548.0 m2 in hollow plinth + 517.32 m2 as open surface

parking + 3,808.0 m2 in basement] shall be provided as proposed.


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17. Energy conservation measures viz. maximum use of solar power & LED lights in each block for non-

renewable energy conservation, use of variable frequency drives motors to optimize power

consumption, orientation of individual buildings in such a way to have maximum natural daylight as

well as ventilation, use of the building material having lower U-value and the insulating material

having higher R-value to have optimum energy performance, maximize the use of light and silent

colours in the building envelope so that UV absorption is reduced and associated cooling

requirements are minimized etc. shall be implemented as proposed.

GREEN BELT:

18. Green belt area of 526.71 m2 comprising of 309.39 m2 tree covered area shall be developed as



14. Commercial building

project by Trustfinity

Realty LLP

S.No. 29/1,30+31+32,33+36/P/1 To 33+36/P/5,

33+36/P/7, 33+36/P/10, O.P.No:2,3/1,4/1,4/2, 4/3,

4/4,4/5,4/7,11/10, F.No:2,3/1,4/1,4/2+4/7,4/3 +4/4,

4/5,11/3, T.P.No:17,Gotri-Vasna Road, Vadodara.

Screening/scoping

& appraisal.


S.No. Particulars Details


2. Type of Project Commercial


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

4. Name of the

project “Trustfinity Realty LLP (New Linde House)”

5. Name of

Developer “Trustfinity Realty LLP”

6. Estimated

Project Cost (Rs.

In Crores)

78.0 Crores

7. Whether

construction

work has been

initiated at site?

If yes, details

thereof

No.


• FSI area (m2): 15,618.51

• Total BUA (m2): 31,048.72


FSI Area (m2) 32,838.40 15,618.51

Ground Coverage (m2) 5,541.26 2,463.98



9. Building Details • No./type of Buildings: 1

• No. of Blocks/units: 1

• Scope of buildings/blocks: 2 level basement + ground floor + 5 floors.

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• No. & size of Residential Units: NA.

• No. & type of Commercial Units: 1 main office & 33 shops.

• Details of amenities if any: NA

10. No. of expected

residents / users

Total Staff: 338; Total Visitors: 2671

11. Water & waste

water details

during

construction

phase


• Source of water: water supply from Vadodara Municipal Corporation

(VMC)


• Mode of disposal: The sewage to be generated will be disposed off

through temporary septic tank and soak pits.

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

12. Water & waste

water details

during operation

phase


• Source of water: water supply from VMC


• Mode of disposal: U/G drain of VMC.

13. Status of water

supply and

drainage line

Water requirement will be met through Vadodara Municipal Corporation

& disposed off through u/g drainage system of Vadodara Municipal

Corporation.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to be

reused (m3)

Mode of

Disposal /

Reuse

Top Soil 2,300 2,300 Landscaping

development.

Other

excavated

earth

70,000 70,000 Levelling of

the site,

internal roads,

etc.

Construction

debris

600 600 Will be used

for internal

roads.

Steel scrap 120 - Will be Sold

to scrap

dealer

Discarded

packing

materials

50 - Will be Sold

to scrap

dealer

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 260.0 Will be

Collected in

Bins

Solid Waste

collection

dispose off

into nearby

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sanitary

landfill site of

VMC

Wet waste 497.0 Will be

Collected in

Bins

-do-

• Details of segregation if to be done: The segregation of wet and dry

waste will also be adopted.

• Capacity and no. of community bins to be placed within premises: 30

Nos. 30 kg Each.


• Final disposal at nearby sanitary landfill site of VMC.

15. Parking Details • Total parking area requirement for the project as per GDCR: 4,685.55

m2.


4,685.55 sq. m.

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

312Nos.


Nos.

• Total Parking area provided (m2) & No. of ECS: 16,051.10 m2 & 539

Nos.

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

1st Basement: 6,465.23 m2 & 202 Nos.

2nd Basement: 6,465.23 m2 & 202 Nos.

• Parking area provided as open surface (m2) & No. of ECS: 3,120.64

m2 & 135 Nos.

16. Traffic

Management

• Width of adjacent public roads: 30 m.

• 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


of fire tender (excluding the width for the plantation): 6.0 m

• Width of all internal roads: 7.5 m.


Building

measures

proposed.

Wall panel fabrics with recycled content, low-VOC emitting and

refurbished or bio-harvested renewable material content for flooring,

local exhaust ventilation to areas where indoor air pollutant build-up

could be a problem such as shops, dedicated exhaust systems in

identified areas, on-site rainwater recharging systems, use of

polyethylene plastic piping in lieu of PVC piping, built-in entry way mats

with drop pans and adequate drains to catch dirt of shoes, green belt

development (8.66% of total plot area)

18. Energy

Requirement,

Source and

Conservation

• Power supply:

• Maximum demand: 2500 KVA

• Connected load: 3000 KVA

• Source: MGVCL (Madhya Gujarat Vij Co. Limited)

• Energy saving measures: All internal common area lighting with high

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efficiency lamps (T5/T8)/CFL, equivalent size windows to get the

sufficient day light.

• 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.

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 Nos., 750 KVA. & 1000 KVA

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

19. Fire and Life

Safety Measures

• Vadiwadi Fire Station, Vadodara at approximate 4.5 Km travel

distance from the project a fire tender will take approximately 20

minutes to reach the site

• Details of Fire fighting system: Fire alarm system, fire extinguishers,

manually operated fire alarm system, underground fire water storage

tank of 150 KL capacity, sprinkler system in both the level basements

etc.

• Details of Safety measures for the construction workers: Full body

harness to all the workers working at height, safety net to prevent the

fall hazard, provision of PPEs like dust mask, ear plug, helmet, safety

belt etc. and made to wear them during working hours etc.

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Type of Bldg. Number of

floors

No. of

staircases & lifts

Width of

staircases (m)

Maximum travel

distance (m)

Commercial

building 2B+G+5

Three

staircases

& 8 Lifts

2.09 & 1.5 <30

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: 10.0 to 15.0 m

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

• No. and depth of percolations wells: 8 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


• Area covered by shrubs and bushes (m2):



• Green Area % of plot area: 8.66 %

• No. of trees and species to be planted: 135 trees & 9 species

23. Budgetary

allocation for

Environmental

Management

Plan

(Rs. in lacs)

(Please specify the activities and break up of budget allocation)

Sr. No. Item Capital cost (Rs.) Recurring cost (Rs.)

1 Municipal Solid Waste Management 50,000/-

2 Green Belt Development 1,30,000/-

1,80,000/-

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

Index for all the S.No. except 36/p/3,4,5, is in the name of Trustfinity

Realty LLP.

During the meeting, it was found that they have submitted floor wise plans showing provision of fire

fighting installations at each floor. Further the plans submitted by them reflect that the sanitation blocks

will be provided on each floor.


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measures.

2. Details on provision of ventilation, lighting arrangements, CO sensors & their functioning etc. in

basement.

3. Documents showing ownership of the land of S.No. 36/p/3,4,5, by the project proponent.

15. Om Decora 9 Square Survey No. 30, F.P.No. 1/P, O.P.No.1, T.P.S. No. 3 (Nanamava), Tehsil: Rajkot, District: Rajkot

Screening/scoping

& appraisal


Sr.

No.

Particulars Details


2. Type of Project Commercial Project

3. Project/Activity No.

[8(a) or 8(b)]

8(a)

4. Name of the project Om Decora 9 Square

5. Name of Developer Aryan Arcade Limited

6. Estimated Project

Cost

(Rs. In Crores)

125 crore

7. Whether construction

work has been

initiated at site? If yes,

details thereof.

No, construction work has not started.

8. Project Details • Land /Plot Area (m2): 8,094.80

• FSI area (m2): 21,742.88

• Total BUA (m2): 44,064.66


FSI Area (m2) 21,855.96 21,742.88

Ground Coverage (m2) --- 2,669.54

Common Plot Area (m2) -- 809.97

Max. building height (m) 45 44.98



• Scope of buildings/blocks: 1 building: 2 basement + Ground Floor

+12 floors, 1 building: 2 basement + Ground Floor +14 floors

• No.& size of Residential Units:

• No. & type of Commercial Units: 302 Offices, 11 Shops

10. No. of expected

residents / users

2174 users including commercial and floating population


details during

construction phase


• Source of water: Water Supply from RUDA



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


details during

operation phase



• Source of water: Water supply from Rajkot Urban Development

Authority (RUDA).



proposed onsite STP. Treated sewage will be reused for

gardening & flushing purposes within premises and only remaining

quantity of treated sewage will be discharged into the drainage line

of Rajkot Urban Development Authority (RUDA).

• In case of STP provision, capacity of STP: 100.0 KL/day

• Purposes for treated sewage utilization: Flushing & Gardening

• Quantity of treated water to be reused:1.Gardening(KL/day): 4.6,




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 supply

and drainage line

Water supply& drainage line is provided by RUDA.

14. Solid waste

Management

Construction Phase:

Generation

(m3)

Quantity to

be reused

(m3)

Mode of Disposal /Reuse

Top Soil 2,475 2, 475 Top soil to be generated

will be used for greenbelt

development.

Other

excavated

earth

11,325 11,325 Excavated Surplus

soil/earth will be reused

in plinth filling; trench

filling and reused in

internal road making.

Construction

debris

825 825 Construction debris will

be refilled at low lying

areas within the project

premises.

Steel scrap 375 Kgs 375 Kgs Sold off to recyclers

Discarded

packing

materials

150 Kgs 150 Kgs 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 326.1 Into bins to be

provided within

premises.

Through agency

appointed by

RUDA.

Wet waste 217.4 Into bins to be

provided within

premises.

Through agency

appointed by

RUDA.

STP

Sludge

Will be used as soil conditioner

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


Total 47 bins with 80 lit capacities will be provided for commercial

building.


authority: at the nearest MSW dumping / landfill site of RUDA.


10,871.44 sqm

• Parking area requirement for Commercial units as per

GDCR:10,871.44 sqm


CPS

• Number of CPS requirement for commercial units as per NBC:435

CPS

• Total Parking area provided (m2) & No. of CPS: 14,889.06 m2 &

497 CPS

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

3,829.60 m2 & 166 CPS

• Parking area provided (Basement) (m2) & No. of CPS: 11,059.46

m2 & 331 CPS

16. Traffic Management • Width of adjacent public roads:Site is accessible by 24 m wide TP

road, which is connected to 150 feet Ring Road.

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

be provided.

• Width of Entry & Exit provided on approach road/s:Entry& Exit: 4.5

m


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

panels to run street lights.

18. Energy Requirement,

Source and

Conservation

• Power supply: Paschim Gujarat Vij Company Ltd.


Connected load: 1100 KW

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• Source: Paschim Gujarat Vij Company Ltd.

• Energy saving measures: Use of energy efficient electrical

appliances, maximum use of natural light through proper building

orientation etc.

• DG Sets:2 x 120 KVA

No. and capacity of the DG sets: 1 x 200 KVA

Fuel & its quantity:HSD-30 lit/hr for each

19. Fire and Life Safety

Measures

• Underground fire water tank of 100 KL & 74 KL, terrace water tank

of 30 KL on each building, fire extinguishers, fire alarms, hose

reels, external hydrants & wet risers, automatic sprinkler system in

entire builidng, pumping arrangement system-riser with pressure

pump, first aid box, displaying of important telephone numbers etc.

• Name of the nearest fire station: Kalavad road fire station

Distance from the project site: About 2 Km

Time required by the fire tender to reach the

project site: 5-10 minutes.

20. Details on staircase:

Type of

block

No. of

floors

Floor

area

(m2)

Maximum travel

distance (m)

Number of

Stair case

Width of Stair

case in (m)

A 2B+G+12 1297.46 40.0 2 2.05 & 1.22

B 2B+G+14 522.69 36.58 2 2.05 & 1.25

21. Rain Water Harvesting

(RWH)

• Level of the Ground water table: 141 m BGL

• No. & dimensions of RWH tank(s):-

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

• Details on Pre-treatment facilities:--

22. Green area details • Tree covered area (m2): 487.88





• No. of trees and species to be planted: 122 trees of local species

23.

Budgetary allocation

for Environmental

Management Plan

(Rs. in lacs)

Allocation of Rs. 16.5 lacs has been proposed for water sprinklers,

barricades, waste water & waste management, provision of PPEs

etc. during the construction phase. Capital cost of Rs. 37.3 lacs and

recurring cost of Rs. 4.5 lacs has been proposed for installation of

energy efficient appliances, green belt development, rain water

harvesting & ground water recharge, waste water management,

solid waste management etc. during the operation phase.

24. Dust control measures Water sprinkling, maintaining roads & trees to avoid dust generation

etc.

25. Eco friendly building

material usage details.

Fly ash & pozzolana cement will be used in concrete, paving blocks

and any cement applications. Lead free paint, enamels will be used

for painting wooden and metal surfaces.

26. Details of basic

amenities to be

provided to

Adequate sanitation facilities, drinking water, bins for collection of

municipal solid waste.

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construction workers.

27. Documents related to

land possession.

Village from No: 6 Hak Patrak shows NA land of S.No. 30 of

T.P.S.No.3 admeasuring 8,094 m2 is in the name of Aryan Arcade

Ltd.

During the meeting, it was presented that 40 nos. of CO sensors will be provided in both the level

basements and the details on working of CO sensors along with its associated ventilation system was

also presented. It was presented that automatic sprinkler system will be provided in entire building.

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

1. 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. Details of mechanical parking to be provided (also including its operation, maintenance, energy

consumption, appointing trained personnel’s etc.) in the basement along with the feasibility of

providing mechanical parking considering the basement height.

4. Details on common amenities like drinking water facility, sanitary blocks, first aid facilities etc. to be

provided at each floor.



measures.

6. Details & plans showing floor wise emergency evacuation for the proposed project.

16. Decora West Hills Survey No. 37/P/8, 37/P/9, Plot No. 23/6,

23/7-1, F.P. No. 23/6, 23/7, Munjka, Rajkot

Screening/scoping &

appraisal


Sr. No.

Particulars Details


2. Type of Project Proposed Residential building

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

8(a)

4. Name of the project

Decora West Hills

5. Name of

Developer

Maruti Enterprise

6. Estimated Project Cost (Rs. In Crores)

125 crore

7. Whether No, construction work has not started.

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

8. Project Details • Land /Plot Area (m2): 18,586.90

• FSI area (m2):50,168.56

• Total BUA (m2):77,160.62


FSI Area (m2) 50,168.56 50,168.56

Ground Coverage (m2) -- 6,239.57

Common Plot Area (m2) -- 1,861.62

Max. building height (m) 40.0



• Scope of buildings/blocks: Basement + Ground Floor (H.P & S.P) + 12 Flast

• No.& size of Residential Units:160 flats + 6 Club house


10. No. of expected residents / users

800 users including residential and floating population

11. Water & waste water details during construction phase


• Source of water: RUDA Water Supply



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

12. Water & waste water details during operation phase

• Total water requirement (KL/day):147.0


• Source of water: Water supply from Rajkot Urban Development

Authority (RUDA).



proposed onsite STP. Treated sewage will be reused for

gardening & flushing purposes within premises and only

remaining quantity of treated sewage will be discharged into the

drainage line of Rajkot Urban Development Authority (RUDA).

• In case of STP provision, capacity of STP: 125.0 KL/day

• Purposes for treated sewage utilization: Flushing & Gardening

• Quantity of treated water to be reused:1.Gardening(KL/day): 15.0,




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 Water supply& drainage line will be provided by RUDA.

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supply and drainage line

14. Solid waste Management

Construction Phase:

Generation (m3)

Quantity to be

reused (m3)


Top Soil 3,710 3,710 Top soil to be generated will

be used for greenbelt

development.

Other excavated earth

16,990 16,990 Excavated surplus soil/earth

will be reused in plinth filling;

trench filling and reused in

internal road making.

Construction debris

1,240 1,240 Construction debris will be

refilled at low lying areas within

the project premises.

Steel scrap

560

Kgs

560

Kgs

Sold off to recyclers

Discarded packing materials

225

Kgs

225

Kgs

Sold off to recyclers

Operation Phase:

Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 240.00 Into bins to be

provided within

premises.

Through

agency

appointed by

RUDA.

Wet waste 160.00 Into bins to be

provided within

premises.

Through

agency

appointed by

RUDA.

STP Sludge

- Will be handed over to RUDA

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

• Capacity and no. of community bins to be placed within premises: Total 20 bins with 80 lit capacities will be provided.

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

15. Parking Details • Total parking area requirement for the project as per GDCR: 10,036.93 sqm

• Parking area requirement for residential units as per GDCR: 10,036.93 sqm

• Total number of CPS requirement for the project as per NBC:160 CPS

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• Number of CPS requirement for residential units as per NBC: 160 CPS

• Total Parking area provided (m2) & No. of CPS:10,866.08 m2& 371 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS:4,059.01 m2 & 145 CPS

• Parking area provided as open surface (m2) & No. of CPS:1,120.51 m2 & 49 CPS

• Parking area provided in Basement (m2) & No. of CPS:5,686.48 m2 & 177 CPS

16. Traffic Management

• Width of adjacent public roads: 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 & 6 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 m to 6 m

17. Details of Green Building measures proposed.

Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights

18. Energy Requirement, Source and Conservation

• Power supply:


Connected load: 1040 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 160 KVA & 1 x 82.5 KVA

Fuel & its quantity:HSD-30 lit/hr.for each

19. Fire and Life Safety Measures

• Dedicated underground & terrace water tanks for fire fighting 4 x

100 KL & 30 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: Kalawad road fire station

Distance from the project site: About 5 Km

Time required by the fire tender to reach the project site:5-10 minutes.

20. Details on staircase:

Type of block

Distance of stair case from the farthest

corner

Number of Stair case

Width of Stair case in m

Floor area m2

Block A+B < 30 m 2 2.05 906.96

Block C+D < 30 m 2 2.05 763.50

Block E < 30 m 2 2.15 641.40

Block F < 30 m 2 2.15 885.17

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Block G < 30 m 2 2.15 786.48

21. Rain Water Harvesting (RWH)

• Level of the Ground water table:35-40 m BGL

• No. & dimensions of RWH tank(s):Nil

• No. and depth of percolations wells:5 nos. of percolating wells.

• Details on Pre-treatment facilities :--

22. Green area details

• Tree covered area (m2):1,152.02



• Total Green Area (m2):3,013.64

• Green Area % of plot area:16.20%

• No. of trees and species to be planted:279 trees

23.

Budgetary allocation for Environmental Management Plan (Rs. in lacs)

Allocation of Rs. 17.8 lacs has been proposed for water sprinklers,

barricades, waste water & waste management, provision of PPEs

etc. during the construction phase. Capital cost of Rs. 415 lacs and

recurring cost of Rs. 4.8 lacs has been proposed for installation of

energy efficient appliances, green belt development, rain water

harvesting & ground water recharge, waste water management, solid

waste management etc. during the operation phase.

24. Dust control measures

Water sprinkling, maintaining roads & trees to avoid dust generation

etc.

25. Eco friendly building material usage details.

Fly ash & pozzolana cement will be used in concrete, paving blocks

and any cement applications. Lead free paint, enamels will be used

for painting wooden and metal surfaces.

26. Details of basic amenities to be provided to construction workers.

Adequate sanitation facilities, drinking water, bins for collection of

municipal solid waste.

27. Documents related to land possession.

Village form no. 2 shows N.A land for residential use is in the name

of Maruti enterprise through its partners.








WATER:


through the water supply from Rajkot Urban Development Authority (RUDA). No ground water shall

be tapped during the construction phase.


system.

OPERATION PHASE:

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WATER:

3. Total water requirement during the operation phase shall be 147.0 KL/day, out of which 84.48 KL/day

of fresh water requirement shall be met through the water supply from Rajkot Urban Development

Authority (RUDA). Remaining water requirement of 62.52 KL/day for flushing and gardening

purposes shall be met by reuse of treated sewage from the proposed onsite STP. No ground water

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

be maintained.

4. The sewage generation during the operation phase shall be 118.80 KL/day, which shall be treated in

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

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

5. Treated sewage conforming to GPCB norms shall be reused within the premises for gardening &

flushing purpose at the maximum extent possible. Only remaining quantity of treated sewage shall be

discharged into the drainage line of Rajkot Urban Development Authority (RUDA).

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

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




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.




AIR:

10. D. G. sets (1 × 160 KVA, 1 × 82.5 KVA) proposed as backup power shall be of enclosed type and

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

diesel generator set to mitigate the impact of noise.



standards.

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

proposed D.G.sets.

SOLID WASTE:



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

SAFETY:




15. Fire fighting facilities like dedicated underground & terrace water tanks for fire fighting 4 x 100 KL &

30 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. shall be provided as proposed.




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Page 70 of 126

CO in the area.




19. Minimum parking space of 10,866.0 m2 [5,686.48 m2 in basement + 4,059.01 m2 in hollow plinth +

1,120.51 m2 as open surface 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:




......

17. SIA/GJ/IND2/18098/2016

M/s: Dhanveen Pigments Pvt. Ltd. Plot no. 3105, 3106 & 3107, GIDC-Panoli, Phase-III, Nr. Garuda Cotex, Panoli, Dist.: Bharuch.

Screening & Scoping

Project / Activity no.: 5(f)

• M/s: Dhanveen Pigments Pvt. Ltd. (herein after Project Proponent – PP) has submitted

application for new project on dated 04/01/2017.

• Proposal was considered for screening and scoping during SEAC meeting held on 09/02/2017.

Project status: Expansion

Project / Activity Details:

The project falls under the activity 5(f) as per the schedule of EIA Notification 2006.

Salient features of the project are as under:

3 Product Details

I List of Products& By-Products

(Attach Annexure if required)

Sr.

no.

Name of product Existing

capacity in

MT/

Month as per

AWH-53376

As per EC

No:-F.No.J-

11011/303/20

07-IA II(I)*

and CTE-

80477

MT/

Month

As per EC

NO.J-

11011/861/2

008-IA II(I)*

dated 30-01-

2009 in

MT/Month

Proposed

capacity in

MT/

Month

Total

capacity

in MT/

Month

1. Phthalocyanine

Green-7

10 30 125 400 440

2. Poly Aluminum

Chloride(PAC)**

0 0 0 5388 5388

* These both EC could not be converted to CCA due to moratorium period.

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Page 71 of 126

**Manufactured from Aluminium Chloride Solution. List of By-products

Sr.

No

Name of

By-product

Existing

capacity in

MT/Month

as per

AWH-

53376

Proposed capacity

in MT/Month

Total capacity in

MT/Month

1. Aluminium Chloride

(AlCl3) Solution(5-5.5 %

As AL2O3)

520 -520 0

2. Sodium Hypo Chloride

Solution

30 660 690

Ii Name of Major Raw materials

(Attach Annexure if required)

Sr. No. Name of Raw Material

Kg/Batch (Size of Batch=1408

Kg)

Consumption in Kg/Kg of product

1 CPC Blue 800 0.56

2 Aluminium Chloride 3100 2.2

3 Cuprous Chlorides 100 0.07

4 Chlorine 1800 1.3

5 Sodium Chloride 500 0.35

6 Mono Chloro Benzene 69 0.05

7 Fatty Acid/ Additives 60 0.04

8 Caustic Flakes 112 0.08

TOTAL 4.65

List of raw materials for making by products:

Sr.

No. Name of Raw Material

KG/Batch

(Size of

Batch=1150 Kg)

Consumption

in Kg/Kg of product

1 Aluminium Chloride

Solution

1000 0.87

2 Aluminium Hydroxide 50 0.04

3 Sulphuric Acid- 98% 50 0.04

4 Soda Ash 100 0.09

TOTAL 1.04

4 Total cost of Proposed

Project

Rs. 9.35 Crore

5 Total Plot area

( sq. meter)

4500 Sq. Mt.

6 Green belt area,/Tree

Plantation area

1135 Sq. Mt.

7 Water

I

Source of Water Supply GIDC

ii

Water consumption

(KL/day)

Sr

.

N

Particular

s

Existing

Water

Consumptio

Proposed Water

Consumption KL/Day

(As per proposed

Total

Water Consumption

KL/Day

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Page 72 of 126

o n KL/Day

(As per

CCA-No:-

AWH-

53376)

expansion)

Fres

h

Recycl

e

To

tal

Fresh Recycl

e

Tota

l

1. Domestic 2.5 0 0 0 0 0 2.5

2. Process 12.5 85.5 376* 46

1.

5

98 376 474

3. Boiler 7.5 37.5 0 37

.5

45 0 45

4. Cooling 5.5 19.5 0 19

.5

25 0 25

5. Washing 1.5 -1.5 0 -

1.

5

0 0 0

6. Gardenin

g

4.5 5.5 0 5.

5

10 0 10

Total Industrial 31.5 146.

5

376 52

2.

5

178 376 554

TOTAL

(Industrial +

Domestic )

34

522.5

556.5

*Breakup of 376 KL/Day: - Recycle from RO: - 110 KL/day

Recycle from MEE : - 118 KL/Day

Internal Recycle : - 124 KL/Day

From Boiler Steam : - 24 KL/Day

iii

Waste water generation

(KL/day)

Sr.

No.

Particulars Existing Waste

Water

Generation in

KL/Day

Proposed

Waste Water

Generation in

KL/Day

Final waste

Water

Generation in

KL/Day

1. Domestic 2.5 -0.1 2.4

Industrial

2. Process 12 203 215

3. Boiler 1.4 9.6 11

4. Cooling

Tower

1.6 3.4 5

5. Washing 1.5 -1.5 0

Total Industrial 16.5 214.5 231

Total (Industrial +

Domestic)

19.0 214.4 233.4

Iv Treatment facility with

capacity

RO:-181.4 KL/Day

MEE:-121.4 KL/Day

During the manufacturing process of Phthalocyanine Green -7, two

effluent Streams are generated from process area,

1. First stream generated from filtration and washing of pigmentation section which is having pH between 11 to 12 and low salt is collected in collection tank-1. This stream is transferred to collection tank no. 2 and it is neutralized by hydrochloric acid up to PH 7.0. The treated effluent will be passed through RO system (PT-RO). Then permeate water from PT-RO will be sent to SPRO and reject from PT-RO will be sent to collection tank No.8A for MEE. SPRO permeate will be used/ and recycle in process and reject will be sent to PT-RO.

2. Second stream of effluent generated from the filtration and washing of crude slurry is acidic in nature. The acidic effluent is passed through oil and grease removal tank for removal of the oil and grease. Then it is sent to neutralization tank No.3 to neutralize with

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hydrated lime. Sodium hypo chloride (NaOCl) is also added for reduction of ammonia & COD. The neutralized effluent is transferred to precipitating settling tank

where pH maintained up to 11.5 by dosing with caustic lye solution.

In this stage the pollutant of effluent like Aluminum chloride and

cupric chloride are precipitated out as Aluminum hydroxide and

copper hydroxide respectively. After precipitation, this effluent is

filtered through filter press and the press cake (Filter Mass-ETP

Sludge) is transfer to ETP sludge storage yard. The filtrate effluent

is transfer to tank No.8B for MEE.MEE distillate recycle to process

for recycle and ML of MEE having 36 to 40% concentration is

transfer to tank No.12 for ATFD feed. ATFD condensates are

recycled to process for recycle and ATFD / MEE salt is transferred

to ETP sludge storage yard. The ETP sludge is sent to TSDF Site

(M/s. BEIL-Ankleshwar).

V Mode of Disposal &

Final meeting point

Domestic: Zero Liquid Discharge

Industrial: Zero Liquid Discharge

Vi Reuse/Recycle details

(KL/day)

124 KL/Day will be from internal recycle.

110 KL/Day from RO.

118 KL/Day from MEE.

8 Air

I No. of

Boilers/TFH/Furnaces/

DG sets etc. with

capacities viz. TPH,

Kcal/hr, MT/hr, KVA

etc.

Sr.

No

Stack

Attached To

Stack

Height in

Meter

Type Fuel Air Pollution

Control

System

EXISTING EQUIPMENTS

1. Steam Boiler

(3TPH)

13 Natural Gas ---

2. Thermic Fluid

Heater (03

Nos., Cap. 4

lackcal/hr

each)

13 Natural Gas ---

3. Hot Air

generator for

SFD

(2 lac

kgcal/hr

each)

15 Natural Gas Bag filter

Sr.

No

Stack Attached

To

Stack

Height in

Meter

Type of

Fuel

Air Pollution

Control

System

PROPOSED ADDITIONAL EQUIPMENTS

1. Steam Boiler (6

TPH)

16 Natural

Gas

---

2. Thermic Fluid

Heater

(Nos:-4,

each capacity:-

4 lac Kcal/hr)

16 Natural

Gas

----

3. Thermic Fluid

Heater (Capacity:-

12 lac Kcal/hr)

16 Bio Coal Multi dust

collector

followed by

wet-scrubber

4. Hot Air generator 16 Natural --

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Page 74 of 126

(for SFD)

(2 lac Kcal/hr)

Gas Matter

SOx

NOx

100 ppm

50 ppm

5. D.G.Set

(600 KWH , Nos.

02)

11 Diesel ----- Particulate

Matter

SOx

NOx

150mg/NM

100 ppm

50 ppm

Ii Fuel consumption

Solid Fuel: MT/Day

Gaseous Fuel:

SCM/day

Liquid fuel: KL/day

8000 Kg/Day

5450 M3/Day

180 Lit/Hr

Iii APCM for flue gas Bag Filter, Multi dust collector followed by wet scrubber.

Iv Process gas/Fugitive

emission details i.e.

Type of pollutant gases

(SO2, HCl, NH3, Cl2,

NOxetc.)

Sr.

No

Stack

Attached

To

Stack

Height

in

Meter

Air

Pollution

Control

System

Parameter Permissible

Limit

Existing Equipments

1 Chlorinator

16 Two stage

water

scrubber

followed by

Caustic

Scrubber

Cl2

HCl

09 mg/NM3

20 mg/NM3

2 Drowning

Vessel

16

Water

scrubber

HCl

20 mg/NM3

Proposed Additional Equipment

Sr.

No

Stack

Attached

To

Stack

Height

in

Meter

Air

Pollution

Control

System

Parameter Permissible

Limit

1 Chlorinator

(Nos:- 02)

16 Water

scrubber

followed by

primary,

secondary

and Caustic

Scrubber

Cl2

HCl

09 mg/NM3

20 mg/NM3

2 Drowning

vessel

(Nos. 02)

16 Water

scrubber

HCl 20 mg/NM3

V APCM for process

gas/fugitive gaseous

emission details

Water Scrubber followed by primary, secondary and Caustic Scrubber.

9 Hazardous waste

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Page 75 of 126

I Quantity of discarded containers must be in MT/Annum.

Sr. No.

Waste Category Quantity/ Month (As per

existing)

Quantity/ Month (As per

Proposed Expansion)

Total/ Month

Facility

1 ETP Sludge

35.3 60MT 90 MT 150 MT

TSDF Site

2 Discarded Containers Bags/Liners

33.1 12000Nos. 30000 Nos.

42000 Nos.

Collection, Storage, Decontamination

And Transportation

3 Used Oil 5.1 0.002 KL 0.04 KL 0.042 Collection, Storage, and

transportation sell to register re-processor

4 Aluminum Chloride

B30 520 MT -520 MT 00 ---

5. MEE salt 35.3 0 102 102 TSDF site

Ii Membership details of TSDF, CHWIF, Common MEE

etc.

BEIL Landfill

Ii Details of Non-Hazardous waste & its disposal

(MSW and others)

--

Observations & Discussions:

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 and entire quantity of waste water is treated and

recycled. Generated aluminium chloride solution will be converted into Poly Aluminium Chloride

within premises. Hence, there is no discharge of waste water from the proposed expansion as well as

from existing unit. MEE sludge is proposed to be disposed off to TSDF site. Adequate measures are

proposed by PP for hazardous waste handling, flue gas and process gas emission control.

After detailed discussion, the terms of reference (ToR) were prescribed as per Annexure- A for the

EIA study to be done covering 5 Km radial distance from the project boundary.

The TOR prescribed as per Annexure – A and the model ToRs available in the MoEF’s sector specific

EIA Manual for ‘Synthetic Organic Chemical industry’ shall be considered as generic TORs for

preparation of the EIA report in addition to all the relevant information as per the generic structure of EIA

given in Appendix III in the EIA Notification, 2006.The project shall be appraised on receipt of the final

EIA report.

Committee decided to recommend for grant of TOR to SEIAA, Gujarat for the aforementioned

proposal.

18. SIA/GJ/IND2/17987/2016 M/s: Vedant Chloro Chem Plot No. D-2/CH/77, GIDC-Dahej, Ta.: Vagra, Dist.: Bharuch

Screening & Scoping

Project / Activity no.: 5(f)

• M/s: Vedant Chloro Chem (herein after Project Proponent-PP) has submitted application for new

project on dated 11/01/2017.

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Page 76 of 126






Product Details

Sr. no. Product Quantity MTPM

Existing

1 Activated Silica 825

Proposed

1 Hydrolysis products

such as Benzyl Alcohol, Benzaldehyde, Benzoyl Chloride, Chlorobenzaldehyde, 4-Chloro benzoyl Chloride, Nitro benzoyl chloride, Propargyl Chloride, Pivaloyl Chloride, N-Valeroyl Chloride, 2,4 Dichloro benzoyl Chloride, 4-chloro butyryl Chloride, Phthaloyl Chloride, 2-methoxy 5-bromo 6-methyl benzoyl chloride, Terephthaloyl Chloride, Iso Phthaloyl Chloride, O-Chloro Benzyl Alcohol, Para-Chloro Benzyl Alcohol, 4-methyl benzoyl chloride etc

1500

2 Chlorination products

such as Chloro Benzene, Chloro Toluene, Chlorinated PVC, Poly aluminium chloride, Mono chloro acetic acid, Chloro acetic acid, 2,6 Dichloro phenol, sulphur Monichloride, Ferric chloride, Aluminium chloride, Cuprous chloride, Calcium chloride, Cyanauric Chloride, Trichloro Acetyl Chloride, paracetamol, Epichlorohydrin, 4-Chloro 2-Hydroxy Aniline, Para Amino Phenol, Nitro Chloro Benzene, Benzyl Chloride, Sodium Hypo Chloride, Benzo Trichloride, 2,4 D Esters, 2,4 D Amine, Chlorinated Paraffin Wax, Phosphorous Penta Chloride, Phosphorous Trichloride, Caboxy Methyl Cellulose Sodium Salt, Mono Chloro Benzene, 5,Chloro Ortho hydroxy benzoic Acid, 2,4 Dichloro Phenol, Dichloro Benzene, ParaChloroToluene/OrthoChloroTol, 2,4-Dichloro Phenoxy Acetic Acid, P-Chlorobenzyl Chloride, O-Chloro Benzyl Chloride, O-Chloro Benzal Chloride and O-Chloro Benzo Trichloride

1500

3 Hydrogenation products

such as Xylidine, Anisidine, 2-Methyl Cyclohexyl Acetate, Para Hydroxy Aniline, Aniline, 3,4 Diamine Toulene, 3,4 Di chloro Aniline, 2,4,5-Trichloroaniline, O-M-P Toluidine, 2-Chloro, 5 Methyl, 1,4 Phenylene Diamine, 3-Amino Benzotrifloride, 3- Amino 4-Chloro Benzotrifluoride, Silane- Hydrogenation Of Precipated Silica, 3 Amino 4-Methyl Benzoic, 3-Amino 4-Chloro Benzoic acid, 3 Amino 4-Methyl Benzoic, Iso PhoronDia Amine, 2 Chloro 1,4 Phenylene Diamine, 2,5 Dichloro 1,4 PhenyleneDiamine, 3-Iso Propoxy Aniline, . 2 Chloro 5-Methyl, 1,4 Phenylene Diamine, 6-Methyl 5-Amino Benzimidazolone, 2,5 Dimethyl 1,4 Phenylene Diamine, 5-Amino benzimidazolone, 3-5 Dichloro Aniline, 2-5 Dichloro Aniline, 2,3 Dichloro Aniline

1500

Total cost of Proposed Project Cost of project is ~ 15 Crores

Total Plot area Total Plot Area: 10,000 m2

Green belt area,/Tree Plantation

area

1057.19 m2

Water

Source of Water Supply Water will be supplied by GIDC.

Water consumption (KL/day) S. No.

Description

Water Consumption in KLD

Existing proposed Total

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Page 77 of 126

1 Processing 37 28 65

2 Gardening 6 4 10

3 Domestic 7 3 10

Total 50 35 85

Waste water generation (KL/day) S. No.

Description Wastewater Generation in KLD

Existing proposed Total

1 Processing 16 6 22

2 Gardening 0 0 0

3 Domestic 5 2 7

Total 21 8 29

Treatment facility with capacity

(ETP, CETP, MEE, STP etc).

Effluent Treatment Plant(ETP) Units with Capacity in m3:

1. Effluent Collection Tank: 100m3

2. Neutralization Tank: 10m3

3. Final Treated Effluent Collection Tank: 50m3

Mode of Disposal & Final

meeting point

Domestic: Soak Pit and Septic Tank

Processing: After treatment discharged to GIDC drain for Sea Disposal

Reuse/Recycle details (KL/day)

-

Air

No. of Boilers/TFH/Furnaces/DG

sets etc. with capacities viz. TPH,

Kcal/hr, MT/hr, KVA etc.

S.

No

.

Sta

ck

Att

ach

ed

to

Ca

pa

cit

y

Sta

ck

No

s.

Sta

ck

He

igh

t in

m

Ty

pe

of

Fu

el

us

ed

Fu

el

co

ns

um

pti

on

Existing

1 Baby Boiler 2 T/hr 1 11

NG or LDO

124 m3/hr or 500 Lit/hr.

2 Hot Air Generator

5 Lac Kcal/hr

1 11

124 m3/hr or 500 Lit/hr.

Proposed

1 Mini Boiler 5 Lac Kcal/Day

1 11 NG 240 m

3/day

Fuel consumption

Solid Fuel: MT/Day

Gaseous Fuel: SCM/day

Liquid fuel: KL/day

Existing

NG or LDO: 124 m3/hr or 500 Lit/hr.

Proposed:

NG: 240 m3/day

APCM for flue gas Bag Filter

Process gas/Fugitive emission

details i.e. Type of pollutant

gases (SO2, HCl, NH3, Cl2,

NOxetc.)

S.

No

.

Sta

ck

Att

ac

he

d t

o

No

s.

of

Sta

ck

s

Sta

ck

He

igh

t

in m

Po

llu

tan

ts

Em

itte

d

Air

Po

llu

tio

n

Co

ntr

ol

Me

asu

res

Att

ac

he

d

Existing

1 Spray Dryer

1 12 PM Cyclone & Bag filter

2 Activator 1 12 PM Cyclone & Bag filter

Proposed

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Page 78 of 126

3 Scrubber 1 12 Free HCl Packed Column

4 Scrubber 1 12 Free Cl2 Packed Column

APCM for process gas/fugitive

gaseous emission details

Cyclone & Bag Filter

Hazardous waste

S. No.

Waste Category

as per HW Rules

Quantity in MT/Year

Treatment / Disposal Method Existing

Proposed

Total

1 Discarded Containers

33.3 25 0 25

Collection, Storage, Decontamination, Transportation, Disposal by either reuse or selling to vendors.

2 Used Oil 5.1 0.02 0 0.02 Collection, Storage, Transportation, Disposal by selling to registered rerefiners.

3 Inorganic Process Waste containing Silica Graduals

34.4 26.4 0 26.4 Collection, Storage, Transportation, Disposal at approved common TSDF site.

4 ETP Sludge 34.3 3.6 0 3.6 Collection, Storage, Transportation, Disposal at approved common TSDF site.

5 Activated Earth - 3.6 0 3.6 Collection, Storage, Transportation, Disposal at approved common TSDF site.

6 Sodium Sulphate - 25 0 25 Collection, Storage, Transportation, Disposal at approved common TSDF site.

Membership details of TSDF,

CHWIF, Common MEE etc.

Willingness Letter of TSDF from Saurashtra Enviro Projects Pvt. Ltd. for Waste

Disposal.

Details of Non-Hazardous waste

& its disposal

(MSW and others)

--


Technical presentation made during the meeting by project proponent. Committee noted that the

proposal is for expansion of existing project. Committee noted that manufacturing process includes

hydrogenation and asked PP to prepare SOP for handling hydrogen cylinder and its safe handling

methodology. Considering the above project details, after detailed discussion, the terms of reference

(TOR) were prescribed as below and as per Annexure-A for the EIA study to be done covering 5 Km

radial distance from the project boundary.

1. Details of standard operating Procedure for storage, handling and utilization of hydrogen with details of health and safety hazards associated.

2. Risk assessment study shall include worst scenario considering aspect of explosion and its impact, coverage of area with reference to the highest available stock of hydrogen gas in premises.

3. A tabular chart for the issues raised and addressed during public hearing/consultation and commitment of the project proponent on the same should be provided. An action plan to address the issues raised during public hearing and the necessary allocation of funds for the same should be provided.

The TOR prescribed as above, as per Annexure – A and the model ToRs available in the MoEF’s sector

specific EIA Manual for ‘Synthetic Organic Chemical industry’ shall be considered as generic TORs for

preparation of the EIA report in addition to all the relevant information as per the generic structure of EIA

given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted to the Gujarat

Pollution Control Board for conducting the public consultation process as per the provisions of the EIA

of 126


Page 79 of 126

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.

19 SIA/GJ/IND2/17986/2016 M/s: ION Exchange (INDIA) Ltd. Plot No. 5811-12-13, GIDC-Ankleshwar Dist-Bharuch

Screening & Scoping

Project / Activity No.: 5(f)

• M/s: ION Exchange (I) Ltd., herein after Project Proponent-PP) has submitted application for new

project on dated 06/01/2017.






Product Details

List of Products& By-Products

Sr. No.

Name of Products Existing (M

3/Month)

Proposed (M

3/Month)

Total (M

3/Month)

1. Resin-Anion 250 750 1000

2. Resin-Cation 1400 600 2000

By-Product

1. Sulphuric Acid (60-70%)

350 250 600

Name of Major Raw materials (Attach Annexure if required)

Na

me

of

Pro

duc

t

Name of Raw

Materials

Existing

quantity as

per

Consent

No. AWH-

56490

(MT/Month)

Proposed

quantity

(MT/Month)

Total

quantity

(MT/Month)

Resi

n-

Anio

n

Styrene(Monomer) 60.00 +140.00 200.00

DYB (Monomer) 3.600 +11.40 15.00

Egdma(Monomer) 0.865 +0.34 1.20

BPO 0.529 +0.97 1.50

PVA 0.250 +0.75 1.00

DN-14 0.397 +0.00 0.397

IBA 1.200 +1.80 3.00

AQ-B 0.110 +0.33 0.44

CaCl2 0.500 +1.10 1.60

Gelatin 0.100 +0.70 0.80

Common salt 7.600 +92.40 100.00

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CSA 130.00 +270.00 400.00

EDC 20.200 +29.80 50.00

FeCl3 2.400 +7.20 9.60

MF 70.750 +179.25 250.00

TMA 45.00 +135.00 180.00

DMA 15.00 +35.00 50.00

DMEA 12.00 +28.00 40.00

MYL 10.00 0.00 10.00

Caustic lye 36.00 +134.00 170.00

HCl 20.00 +80.00 100.00

Methanol 20.00 +30.00 50.00

Hydrated lime 108.300 +51.70 160.00

Urea 1.00 +3.00 4.00

Kmno4 1.200 +3.60 4.80

H2o2 0.100 +0.30 0.40

Iodine 0.420 +1.26 1.68

P.Iodine 0.250 +0.75 1.00

Dap 0.500 +1.50 2.00

Phosphoric acid 0.416 +1.25 1.66

Hexamine 0.416 +1.25 1.66

Formaldehyde 0.416 +1.25 1.66

Tri ethyl amine 0.416 +1.25 1.66

2-ethyl hexanol 0.416 +1.25 1.66

AFS 0.500 +1.50 2.00

IPA 0.25 +0.75 1.00

Thiourea 0.25 +0.75 1.00

Caustic flakes -- +65.00 65.00

NaHCO3 -- +50.00 50.00

Global-3 -- +0.25 0.25

Global-4 -- +0.40 0.40

Toluene -- +1.00 1.00

Resin-Cation

Styrene (Monomer) 275.400 +124.60 400.00

DVB (Monomer) 44.385 -9.39 35.00

EDC 37.187 +12.81 50.00

BPO 1.452 +0.25 1.70

PVA 1.403 -1.20 0.20

Oleum 590.675 +459.33 1050.00

Caustic lye 150.106 +24.89 175.00

Hydrated lime 100.00 -100.00 0.00

DN-14 0.034 -0.03 0.00

AQ-B 0.047 -0.05 0.00

Cacl2 0.179 -0.18 0.00

Gelatin 0.041 -0.04 0.00

Common salt 24.843 +17.16 42.00

Na2SO4 1.00 0.00 1.00

Methyl acrylate 18.125 +6.88 25.00

Methyl methacrylic

acid 0.500 +0.21 0.71

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Methy acrylic acid 8.750 +6.25 15.00

AZDN 0.101 +0.03 0.13

CMC 0.365 +0.19 0.55

P. carbonate 5.625 +2.38 8.00

HCl 45.00 +30.00 75.00

Sodium benzoate 0.001 0.00 0.001

Hexamine 0.416 -0.416 0.00

Alum 0.416 +0.18 0.59

Sodium sulphite 0.416 +0.18 0.59

NaHCO3 --- +50.00 50.00

Global-3 --- +0.80 0.80

Global-4 --- +2.00 2.00

Oxalic acid --- +0.80 0.80

Total cost of Proposed Project (Rs. in Crores)

Rs. 25 Crore

Total Plot area ( sq. meter)

46977 Sq. Mt.

Green belt area,/Tree Plantation area

8937 Sq. Mt.

Water

Source of Water Supply GIDC

Water consumption (KL/day)

Particulars Existing Quantity

(KL/Day) Proposed Quantity (KL /Day)

Total Quantity (Proposed Scenario) (KL/Day)

Domestic 8 +4 12

ii) Industrial

Process 527 (Fresh) +

200 (Reused RO Permeate)

+90 (Fresh)+ 150 (Reused RO Permeate)

617 (Fresh)+ 350 (Reused RO

Permeate)

Boiler + Cooling 90 +70 160

Washing 26 +5 31

Gardening 14 +16 30

Total 665 (Fresh) +

200 (Reused RO Permeate

185 (Fresh) + 150 (Reused RO

Permeate)

850 (Fresh) + 350 (Reused RO

Permeate)

Waste water generation (KL/day)

Particulars Existing

Quantity

(KL/Day)

Proposed

Quantity

(KL /Day)

Total Quantity

(Proposed

scenario)

(KL /Day)

Domestic 8 +4 12

ii) Industrial

a) Process (Including

Recycle water) 723 +234 957

b) Boiler + Cooling

Tower 45 +58 103

Washing 24 +4 28

Gardening 0 0 0

Total 800 +300 1100

Recovered by RO plant 200 +150 350

Actual Discharge 600 +150 750

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Treatment facility with capacity

ETP : 1100 KLD,

Mode of Disposal & Final meeting point

Domestic: Soak Pit

Industrial: GIDC Drainage/NCTL via pipeline/Zero Liquid Discharge

Reuse/Recycle details (KL/day)

Total 350 KL/Day water will be reused in ETP.

Air

No. of Boilers/TFH/Furnaces/DG sets etc. with capacities viz. TPH, Kcal/hr, MT/hr, KVA etc.

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 each)

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.

Fuel consumption Solid Fuel: MT/Day Gaseous Fuel: SCM/day Liquid fuel: KL/day

Sr. No.

Name Existing as per Consent Quantity

Proposed Quantity

Total Quantity

1. Natural Gas for Boilers

202.5 M3/Hr. 47.5 M

3/Hr 250.0 M

3/Hr.

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)

3. Diesel For DG Sets 0.135 Kl/Hr. 00 0.135 Kl/Hr.

4. Energy-Electricity 900 KVA 700 KVA 1600 KVA

APCM for flue gas Sr. No.

Stack Attach to

Stack Height in Meter

Diameter in meter

Parameter Permissible Limit


1. Boiler (I to IV) (800 kg each)

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


There will be no change in Flue gas emission due to Proposed Scenario.

Process gas/Fugitive emission details i.e. Type of pollutant gases (SO2,

HCl, NH3, Cl2, NOxetc.)

Sr. No.

Stack Attache

d to

Stack Heigh

t in meter

Diameter in

meter

APCM Parameter

Permissible Limit


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1. HCl Process Scrubber

27 0.1 Water Scrubbe

r followed by Alkali scrubber

HCl Cl2

20 Mg/Nm3

09 Mg/Nm3

2. SO2 Process Scrubber

20 0.1 Caustic Scrubbe

r

SO2 40 Mg/Nm3


There will be no change in Process emission due to Proposed Scenario.

APCM for process gas/fugitive gaseous emission details

Sr. No.

Stack Attache

d to

Stack Heigh

t in meter

Diameter in

meter

APCM Parameter

Permissible Limit


1. HCl Process Scrubber

27 0.1 Water Scrubbe

r followed by Alkali scrubber

HCl Cl2

20 Mg/Nm3

09 Mg/Nm3

2. SO2 Process Scrubber

20 0.1 Caustic Scrubbe

r

SO2 40 Mg/Nm3


There will be no change in Process emission due to Proposed Scenario.

Hazardous waste

Sr. No.

Name of waste Cat. No.

Quantity Method of disposal

As per consent No. AWH· 56490


Total

1. Used Oil 5.1 100 Lit/Month 200 Lit/Month 300 Lit/Month Collection, Storage, Sold to MoEF Approved Vendors.

2. Discarded Barrels 33.3 100 Nos./Month 500 Nos./Month 600 Nos./Month Collection, Storage, Sold to GPCB approved vendors after decontamination & other items will be disposed to TSDF-BEIL, Ankleshwar.

Liners 2000 Kg/Month 3000 Kg/Month 5000 Kg/Month

Insulation Waste 65 Kg/Month 85 Kg/Month 150 Kg/Month

Personal Protective Equipment’s

250 Kg/Month 450 Kg/Month 700 Kg/Month

Broken Glassware 20 Kg/Month 40 Kg/Month 60 Kg/Month

3. Chemical Gypsum & Bio-Mass from Waste Water Treatment

34.3 655 MT/Month 0 655 MT/Month Gypsum Will Be Sold to Cement Industry, M/s. Ambuja Cement, Kodinar, Gujarat & M/s. Ultratech Ltd (A Unit Of Gujarat Cement Works), Kovaya, Rajulacity, Amreli & Bio-Mass Will Be Disposed to BEIL, Ankleshwar.

4. Spent Resin/Fines Resin From Ion Exchange Type Material Used For Water Purification (Non-Toxic & Non-Hazardous)

34.2 50 MT/Month 0 50 MT/Month Disposed to BEIL - Ankleshwar.

5. Spent Carbon 35.3 10 MT/Month 0 10 MT/Month Disposed to BEIL-Ankleshwar.

6. Wet Scrubber Residue 36.1 10 Kg/Month 0 10 Kg/Month Send to ETP for further treatment.

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7. Spent Acid (H2SO4) D2 350 M3/Month 250 M

3/Month 600 M

3/Month Sold to actual end users having

permission under rule 9.

8. Distilled Solvent 36.1 -- 5 MT/Month 5 MT/Month Sold to actual end users having permission under rule 9.

Membership details of TSDF, CHWIF, Common MEE etc.

BEIL Landfill/Incinerator

Details of Non-Hazardous waste & its disposal (MSW and others)

--


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.

20. SIA/GJ/IND2/10361/2016 M/s: Hindustan Petroleum Corporation Limited. Village- Pilil And Asoj, Ta. Savli, Dist. Vadodara

Screening & Scoping

Project / Activity no.: 6(b)

• M/s: Hindustan Petroleum Corporation Limited herein after Project Proponent – PP) has

submitted application for new project on dated 08/03/2016.

• Proposal was considered for screening and scoping during SEAC meeting held on 23.03.2016.

• Additional information was sought vide letter dated 22/04/2016.

• PP submitted reply of additional information on 21/11/2016.

• Proposal scheduled for further consideration on 09/02/2017.

Project status: New


HPCL intends to establish facility for receipt, storage and distribution terminal of POL products at Village

Pilol & Asoj, in Vadodara district of Gujarat state. The objective of the project is for installation of Green

field marketing storage terminal at Vadodara having capacity of 2.10 Lakh KL to cater the demand of

POL products in western and central parts of India i.e. Indore, Surat and Sagar etc. throught rail/road

transport for further marketing purposes.

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Sr NO Name of Products Capapcity(KL) No of Tanks Tank Size (meter)

Dia Height

1 HSD 1,09,500 5 44 13.50

2 MS 75,400 5 40 13.50

3 SKO 13,500 3 22 13.50

4 Ethanol 1000 1 12 9.0

5 Bio-fuel 1000 1 12 9.0

6 Slop & Interface 9600 4 16 13.50

Total 2,10,000 19

Total plot area is approx 6,07,028 sq. meter and green belt area is 1,51,757 sq. meter. Total cost of the

project is 450 Cr. Water will be received from Borewell. Water consumption for domestic and gardening

purpose will be 5.0 KLPD and for washing it will be 0.1 KLPD. Waste water generation will be 2.10 KLPD

(2 KLPD from domestic usage and 0.1 KLPD from washing).Domestic waste water will be disposed off to

septic tank followed by soak pit. Washing waste water will be treated in primary ETP where oil water

separator of adequate capacity will be provided for separation of oil and after treatment treated water will

be reused for gardening purpose. Total 5 sets of DG set will be provided:

S. No. No. of DG Sets Capacity of DG Sets (KVA)

1. 2 1000

2. 1 400

3. 2

HSD will be used as fuel for DG set. No process gas emission will be generated from the terminal.

Hydrocarbon detector will be provided at adequate location for detection of hydrocarbon release beyond

threshold. Oil and sludge will be generated as hazardous waste from bottom of storage tanks during

cleaning of Oil Water Separator and will be disposed off through approved vendors or through bio

remediation. Cleaning will be carried out once in five years. The POL products will be distributed from

proposed Vadodara terminal in western and central part of India through rail/road transport. Construction

of this Terminal will significantly reduce the transportation distance of POL products to the demand

centers thereby reducing vehicle movement and air pollution. PP has proposed for construction of Green

field POL marketing terminal at Pilol, Vadodara having capacity 2.10 Lakh KL. The POL products will be

received through Palanpur-Vadodara Spur line of existing Mundra-Delhi Pipeline, stored and distributed

from the proposed marketing terminal.

Environmental Sensitivity for the said proposal is as under:

S. No

Areas Name/Identity Aerial distance (within 15 km.) from Proposed

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. project location boundary

1 Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

No NA

2 Areas which are important or sensitive for ecological reasons- Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests.

Yes Mahi river is Approx. 13 km in W from the proposed terminal.

3 Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

No Jambughoda Wildlife Sanctuary, Approx. 43 km in S-E away from Proposed Vadodara Terminal.

4 Inland, coastal, marine or underground

waters No NA

5 State, National boundaries No NA 6 Routes or facilities used by the public for

access to recreation or other tourist, pilgrim areas

No NA

7 Defense installations No None 8 Densely populated or built-up area Vadodara City Approx. 8 km, S 9 Areas occupied by sensitive man-made

land uses (hospitals, schools, places of worship, community facilities)

Satyam Hospital Approx. 8 km, SW

Asoj Guajarati high school

Approx. 1 km, S

Mukatram Maharaj Temple

Approx. 1 km, NW

10 Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

No The proposed terminal surrounded by agricultural land.

11 Areas already subjected to pollution or environmental damage (those where existing legal environmental standards are exceeded)

No NA

12 Areas susceptible to natural hazard which could cause the project to present environmental problems (earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)

Earthquake

Zone The terminal (Vadodara) falls

under seismic zone-III.

Rail and road loading facilities will be provided for distribution of POL products. Terminal operation

process includes receipt of POL products through proposed Palanpur-Vadodara Spur Pipeline section of

existing Mudra-Delhi Pipeline, its storage in storage tanks and POL products will be distributed thru

rail/road movement in western and central parts of India. Studies will be undertaken by PP to ensure

optimized operational safety including studies for (1)Risk Assessment(2)HAZOP(3)Emergency Response

and Disaster Management PlanGrid electricity power will be adequate to meet the electric requirements

for operation of terminal and associated facilities. DG sets of capacity 1000 KVA, 400 KVA and 160 KVA

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will be provided as back-up for general power failure.


During meeting, committee noted that proposal was scheduled for the first hearing on 23/03/2016 and

after technical presentation additional information was sought. PP submitted the additional information on

21/11/2016. Referring to the OM dated 24/12/2013, committee noted that the proposal falls under

category B1 as per the EIA Notification 2006. After deliberation on various aspects, following Standard

TOR issued by MOEF&CC during April 2015 was prescribed for the EIA study covering 10 km radius of

the project boundary as per Annexure I

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 after receipt of the final EIA report.

M/s: Aromatics (India) Pvt. Ltd. (LABSA), Plot No: 334, Phese-2 ,GIDC-Mithi Rohar, Gandhidham, Dist.: Kutch.

Reconsideration/Scoping

Project / Activity No.: 5(f)

• M/s: Aromatics (India) Pvt. Ltd (LABSA) (herein after Project Proponent – PP) has submitted

application vide their proposal no. SIA/GJ/IND2/3377/2015 dated 28/10/2015.

• This project was considered in the meeting of the SEAC held on 02/02/2016.

• Committee unanimously decided to categorize the proposal under category B2 and additional

information was sought.

• The project proponent submitted the additional information vide their letter dated 30/07/2016.

• Proposal was considered in the SEAC meeting dated 24/08/2016 & 24/10/2016 and decided to

recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

• During the meeting dated 21/01/2017, after deliberation, referring to OM dated 24/12/2013 for

categorization of category "B" projects/activities in category "B1" and "B2" and keeping Synthetic

Organic Chemicals projects in a view, it was unanimously decided by the Committee to invite

such projects in one of the upcoming meeting of SEAC for further consideration.

• Proposal was considered in the SEAC meeting dated 31/01/2017.

• Committee noted that the content of this project could not be considered in the minutes of

meeting dated 31.01.2017, which was happen inadvertently and committee decided to

incorporate the same in the minutes of meeting dated 09/02/2017.

Project status: New


This is a new unit proposes the manufacturing of following items.

Sr. no.

Name of the Products Quantity MT/Month

1 Linear Alkyl Benzene Sulphonic Acid (LABSA)

3000

Hazardous waste Generation from Process

2 Sulphuric Acid (75 to 80 %) 2436

The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

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Total plot area is 11050 sq. m & unit has proposed 3683 sq. m area for the green belt development/Tree

plantation. Proposed project cost is Rs.2.95 Crores. Total water consumption for proposed project will be

23.9 KL/day (1.5 KL for Domestic, 2 KL for Gardening, 20.4 KL for Industrial purpose.Water supply

source will be from GGDC-GIDC or through tankers from outside.There will be no Industrial waste water

generation from the manufacturing process. Generated waste water from cooling blow down (2 KLPD)

will be re-used in process. Domestic waste water (1.5 KL/day) will be disposed off into soak pit system.

There will be no process as well as flue gas emission from the proposed project. Unit has proposed one

DG set (125 KVA) in which HSD (20 Lit./hr) will be used as fuel. Hazardous waste generated from the

manufacturing activity will be Discarded containers/Bags/Liners and used oil. Generated spent acid will

be sold out to authorised actual consumers.

Observations/Discussions:

Technical presentation made during the meeting by project proponent. In view of the MoEF&CC’s OM

vide no. J-13012/12/2013-IA-II (I) dated 24/12/2013, Committee asked PP to prepare EIA-EMP report as

per the EIA Notification 2006, which was agreed to by the project proponent. PP also requested to allow

them to use the baseline data that has been collected earlier by another unit located in the vicinity for

preparation of the EIA report for their project. The request was considered by the Committee with

condition that baseline data shall not be older than 3 years. After deliberation on various aspects,

following TOR were prescribed for the EIA study covering 5 km radius of the project boundary.

1. A tabular chart with index for point-wise compliance of below mentioned TOR.

2. Copy of plot holding certificate obtained from GIDC Mithi Rohar.

3. Document showing GIDC Mithi-Rohar is established before 14.09.2006.

4. 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.

5. Details of manufacturing process / operations of each product along with chemical reactions, mass

balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner

production activities.

6. Chemical name of each proposed product to be manufactured. Details on end use of each product.

7. Quantity and quality of spent sulfuric acid to be generated from the process of LABSA and its

complete Management plan including its end use along with the name and address of local end

consumers to whom the spent acid will be sold. Copies of agreement / MoU / letter of intent showing

their willingness to purchase said by-product from the proposed project. Submit detailed feasibility

report to reuse spent sulphuric acid in manufacturing process of respective product at consumers

end. Submit copy of CC&A & compliance report of end consumer units.

8. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and

quantitative analysis of the each waste stream from the processes.

9. Assessment of source of the water supply with adequacy of the same to meet with the requirements

for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that

no bore well shall be dug within the premises.

10. Explore the possibility of (1) reuse / recycle of spent sulphuric acid within premises to convert it into

valuable product instead of sending it to actual end users and (2) other cleaner production options

for reduction of wastes. Details of methods to be adopted for the water conservation.

11. Qualitative & quantitative analysis of each cooling tower blow down, washing effluent etc. to be

generated from the manufacturing process along with mass balance. Submit feasibility report to

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reuse waste water in to process.

12. Action plan for complete Zero Liquid Disposal (ZLD).

13. 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.

14. Impact of noise on present environment due to the project and proposed measures for noise

reduction including engineering controls.

15. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly

wind speed and direction and rainfall should be incorporated.

16. Anticipated environmental impacts due to the proposed project/production may be evaluated for

significance and based on corresponding likely impacts VECs (Valued Environmental Components)

may be identified. Baseline studies may be conducted within the study area of 5 km for all the

concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order

to identify mitigation measures.

17. 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.

18. 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.

19. Base line status of the noise environment, impact of noise on present environment due to the project

and proposed measures for noise reduction including engineering controls.

20. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air

pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution

control measures for process gas emission measures to achieve the GPCB norms (iv) Details of the

utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate

emission from each utility (vii) Air Pollution Control Measures proposed to each of the utility along

with its adequacy (viii) List the sources of fugitive emission along with its quantification and

proposed measures to control it.

21. Undertaking stating that there will be no process gaseous emission and no flue gas emission from

the proposed project.

22. Specific details regarding the sources of fugitive emission along with its quantification and proposed

measures to control it.

23. Details on management of the hazardous wastes including Spent sulphuric acid 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. Methodology of

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de-contamination and disposal of discarded containers and its record keeping.

24. 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.

25. Permission from PESO, Nagpur for storage of toxic chemicals. (If applicable).

26. 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.

27. 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.

28. MSDS of all the products and raw materials.

29. 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.

30. Details of quantity of each hazardous chemical to be stored, Material of Construction 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?

31. 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.

32. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

manufacturing utility staff for safety related measures.

33. 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.

34. 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.

The above mentioned project specific TORs/additional TORs and the model TORs available in the

MoEF’s sector specific EIA Manual for synthetic organic chemical industry shall be considered as generic

TORs for preparation of the EIA report in addition to all the relevant information as per the generic

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structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report.

Validity of ToR:


EMP report. ToR will lapse after three years from date of issue.




the SEAC.

Annexure - A

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 the post-project monitoring plan in brief.

2. Justification for selecting the proposed product and unit size.

3. Land requirement for the project including its break up for various purposes, its availability and

optimization.

4. 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.

5. Location of the project site and nearest habitats with distances from the project site to be

demarcated on a toposheet (1: 50000 scale).

6. Topography details of the project area.

7. Geological features and geo-hydrological status of the study area.

8. 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.

9. Present land use pattern of the study area shall be given based on satellite imagery.

10. 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.

11. Technical details of the plant/s along with details on best available technologies (BAT), proposed

technology and reasons for selecting the same.

12. Product spectrum (Proposed products along with production Capacity) and processes.

13. 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).

14. Details on raw materials, source and storage within the premises.

15. 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.

16. Details on strategy for the implementation of cleaner production activities.

17. Assessment of source of the water supply with adequacy of the same to meet with the requirements

for the project. Permission obtained from the concern authority for supply of raw water.

18. Undertaking stating that no bore well shall be dug within the premises (If project is located within the

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Industrial estate).

19. Details on water balance including quantity of effluent generated, recycled & reused. Details of

methods to be adopted for the water conservation.

20. Explore the possibilities for Zero Liquid Discharge (ZLD) or Efforts to minimize effluent discharge

and to maintain quality of receiving water body.

21. 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.

22. Capacity of ETP in KL/day. Details of ETP including dimensions of each unit along with schematic

flow diagram. Inlet, transitional and treated effluent qualities with specific efficiency of each

treatment unit in reduction in respect of all concerned/regulated environmental parameters. Inlet

effluent quality should be based on worst case scenario considering production of most polluting

products that can be manufactured in the plant concurrently.

23. 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.

24. 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.

25. 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.

26. In case of in-house MEE for waste water treatment: Capacity of MEE 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.

27. Technical details of ATFD/Crystallizer/Dryer, RO/NF system etc. (If any).

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28. 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)

29. Economical and technical viability of the effluent treatment system.

30. 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.

31. Action plan for reuse of waste streams like Spent acids, Poly Aluminium Chloride etc. within

premises to convert into valuable products instead of sending outside to actual end-users.

32. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly

wind speed and direction and rainfall should be incorporated.

33. Anticipated environmental impacts due to the proposed project/production may be evaluated for

significance and based on corresponding likely impacts VECs (Valued Environmental Components)

may be identified. Baseline studies may be conducted within the study area for all the

concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order

to identify mitigation measures.

34. 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.

35. 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.

36. Base line status of the noise environment, impact of noise on present environment due to the project

and proposed measures for noise reduction including engineering controls.

37. 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)

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38. Action plan for odour control to be submitted.

39. 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.

40. Membership of Common Environmental Infrastructure like TSDF, Common Incineration Facility

(CHWIF) etc.

41. Name and quantity of each type of solvents to be used for proposed production. Details of in-house

solvent recovery system including mass balance, solvent loss, recovery efficiency (% recovery),

feasibility of reusing the recovered solvents etc. for each type of solvent.

42. Appropriate monitoring network has to be designed and proposed, to assess the possible residual

impacts on VECs.

43. 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.

44. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting

monitoring.

45. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.

46. 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.

47. 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.

48. 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.

49. MSDS of all the products and raw materials.

50. 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.

51. 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 &

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product etc. How the manual handling of the hazardous chemicals will be minimized?

52. 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.

53. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE,

manufacturing utility staff for safety related measures.

54. 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.

55. Action plan for the greenbelt development – species, width of plantations, planning schedule, etc., in

accordance to CPCB published guidelines.

56. 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.

57. (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.

58. 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.

59. 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.

60. Phase wise project implementation schedule with bar chart and time frame, in terms of site

development, infrastructure provision, EMS implementation etc.

61. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be

incorporated in the EIA Report.

62. 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.

63. In case of Expansion of the project

a. Need for the proposed expansion should be justified in detail.

b. 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.

c. Copies of Environmental Clearances obtained for the existing plant, its point wise

compliance report.

d. Environmental audit reports for last 3 years and compliance of its

recommendations/Suggestions. (Include latest audit report and its compliance.)

e. Copy of Consent to Operate (CC&A) obtained along with point wise compliance status of all

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the conditions stipulated therein.

f. 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.

g. 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.

64. In case of project is located in Ankleshwar-Panoli, Vatva-Narol & Vapi GIDC.

(A) Compliance of MOEFCC’s OM no. J-11013/5/2010-IA.II (I) dated 25/11/2016 regarding lifting

of moratorium on the consideration of projects for environmental clearance.

(B) Compliance of direction under section 18 (1) (b) of the Water (Prevention and Control of

Pollution) act, 1974 issued by CPCB dated 31/03/2016 regarding compliance of CETP.

a) Action initiated by GPCB, if any, against proposed unit regarding non-compliance of

prescribed standards under the various environmental laws.

b) Performance of CETP with respect to current hydraulic load & prescribed standards with

No Objection Certificate of CETP regarding incorporation of the proposed unit for

acceptance of waste water.

c) Performance of TSDF site with respect to current load & prescribed standards with No

Objection Certificate of TSDF site regarding incorporation of the proposed unit for

acceptance of hazardous waste to the common infrastructure.

d) Copies of quarterly action report taken for the above points submitted to the CPCB.

e) Report of GPCB which have conducted monitoring as per the said direction by CPCB

dated 31/03/2016.

65. A tabular chart with index for point-wise compliance of above TORs.

Validity of ToR:


EMP report. ToR will lapse after three years from the date of issue.




the SEAC.

ANNEXURE- I STANDARD TERMS OF REFERENCE FOR CONDUCTINGENVIRONMENT IMPACT ASSESSMENT STUDY FOR ISOLATED STORAGE & HANDLING OF HAZARDOUS CHEMICALS (AS PER THRESHOLD PLANNING QUANTITY INDICATED IN COLUMN 3O OF SCHEDULE 2 & 3 OF MSIHC RULES 1989 AMENDED 2000) AND INFORMATION TO BE INCLUDED IN EIA/EMP REPORT

A. STANDARD TERMS OF REFERENCE 1) Executive Summary 2) Introduction i. Details of the EIA Consultant including NABET accreditation ii. Information about the project proponent iii. Importance and benefits of the project 3) Project Description i. Cost of project and time of completion. ii. Products with capacities for the proposed project. iii. If expansion project, details of existing products with capacities and whether adequate land is available for expansion, reference of earlier EC if any. iv. List of raw materials required and their source along with mode of transportation. v. Other chemicals and materials required with quantities and storage capacities

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vi. Details of Emission, effluents, hazardous waste generation and their management. vii. Requirement of water, power, with source of supply, status of approval, water balance diagram, man-power requirement (regular and contract) viii. Process description along with major equipments and machineries, process flow sheet (quantative) from raw material to products to be provided ix. Hazard identification and details of proposed safety systems. x. Expansion/modernization proposals:

a. Copy of all the Environmental Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing Iexisting operation of the project from SPCB shall be attached with the EIA-EMP report.

b. In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. Copies of Consent to Establish/No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted.

4) Site Details i. Location of the project site covering village, Taluka/Tehsil, District and State, Justification for selecting the site, whether other sites were considered. ii. A toposheet of the study area of radius of 10km and site location on 1:50,000/1:25,000 scale on an A3/A2 sheet. (including all eco-sensitive areas and environmentally sensitive places) iii. Details w.r.t. option analysis for selection of site iv. Co-ordinates (lat-long) of all four corners of the site. v. Google map-Earth downloaded of the project site. vi. Layout maps indicating existing unit as well as proposed unit indicating storage area, plant area, greenbelt area, utilities etc. If located within an Industrial area/Estate/Complex, layout of Industrial Area indicating location of unit within the Industrial area/Estate. vii. Photographs of the proposed and existing (if applicable) plant site. If existing, show photographs of plantation/greenbelt, in particular. viii. Landuse break-up of total land of the project site (identified and acquired), government/ private - agricultural, forest, wasteland, water bodies, settlements, etc shall be included. (not required for industrial area) ix. A list of major industries with name and type within study area (10km radius) shall be incorporated. Land use details of the study area x. Geological features and Geo-hydrological status of the study area shall be included. xi. Details of Drainage of the project upto 5km radius of study area. If the site is within 1 km radius of any major river, peak and lean season river discharge as well as flood occurrence frequency based on peak rainfall data of the past 30 years. Details of Flood Level of the project site and maximum Flood Level of the river shall also be provided. (mega green field projects) xii. Status of acquisition of land. If acquisition is not complete, stage of the acquisition process and expected time of complete possession of the land. xiii. R&R details in respect of land in line with state Government policy 5) Forest and wildlife related issues (if applicable): i. Permission and approval for the use of forest land (forestry clearance), if any, and recommendations of the State Forest Department. (if applicable) ii. Landuse map based on High resolution satellite imagery (GPS) of the proposed site delineating the forestland (in case of projects involving forest land more than 40 ha) iii. Status of Application submitted for obtaining the stage I forestry clearance along with latest

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status shall be submitted. iv. The projects to be located within 10 km of the National Parks, Sanctuaries, Biosphere Reserves, Migratory Corridors of Wild Animals, the project proponent shall submit the map duly authenticated by Chief Wildlife Warden showing these features vis-à-vis the project location and the recommendations or comments of the Chief Wildlife Warden-thereon. v. Wildlife Conservation Plan duly authenticated by the Chief Wildlife Warden of the State Government for conservation of Schedule I fauna, if any exists in the study area. vi. Copy of application submitted for clearance under the Wildlife (Protection) Act, 1972, to the Standing Committee of the National Board for Wildlife. 6) Environmental Status i. Determination of atmospheric inversion level at the project site and site-specific micrometeorologicaldata using temperature, relative humidity, hourly wind speed and direction and rainfall. ii. AAQ data (except monsoon) at 8 locations for PM10, PM2.5, SO2, NOX, CO and other parameters relevant to the project shall be collected. The monitoring stations shall be based CPCB guidelines and take into account the pre-dominant wind direction, population zone and sensitive receptors including reserved forests. iii. Raw data of all AAQ measurement for 12 weeks of all stations as per frequency given in the NAQQM Notification of Nov. 2009 along with - min., max., average and 98% values for each of the AAQ parameters from data of all AAQ stations should be provided as an annexure to the EIA Report. iv. Surface water quality of nearby River (100m upstream and downstream of discharge point) and other surface drains at eight locations as per CPCB/MoEF&CC guidelines. v. Whether the site falls near to polluted stretch of river identified by the CPCB/MoEF&CC, if yes give details. vi. Ground water monitoring at minimum at 8 locations shall be included. vii. Noise levels monitoring at 8 locations within the study area. viii. Soil Characteristic as per CPCB guidelines. ix. Traffic study of the area, type of vehicles, frequency of vehicles for transportation of materials, additional traffic due to proposed project, parking arrangement etc. x. Detailed description of flora and fauna (terrestrial and aquatic) existing in the study area shall be given with special reference to rare, endemic and endangered species. If Schedule- I fauna are found within the study area, a Wildlife Conservation Plan shall be prepared and furnished. xi. Socio-economic status of the study area. 7) Impact and Environment Management Plan i. Assessment of ground level concentration of pollutants from the stack emission based on site-specific meteorological features. In case the project is located on a hilly terrain, the AQIP Modelling shall be done using inputs of the specific terrain characteristics for determining the potential impacts of the project on the AAQ. Cumulative impact of all sources of emissions (including transportation) on the AAQ of the area shall be assessed. Details of the model used and the input data used for modelling shall also be provided. The air quality contours shall be plotted on a location map showing the location of project site, habitation nearby, sensitive receptors, if any. ii. Water Quality modelling - in case of discharge in water body iii. Impact of the transport of the raw materials and end products on the surrounding environment shall be assessed and provided. In this regard, options for transport of raw materials and finished products and wastes (large quantities) by rail or rail-cum road transport or conveyorcum- rail transport shall be examined. iv. A note on treatment of wastewater from different plant operations, extent recycled and reused for different purposes shall be included. Complete scheme of effluent treatment. Characteristics of untreated and treated effluent to meet the prescribed standards of discharge under E(P) Rules. v. Details of stack emission and action plan for control of emissions to meet standards. vi. Measures for fugitive emission control vii. Details of hazardous waste generation and their storage, utilization and management. Copies

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of MOU regarding utilization of solid and hazardous waste in cement plant shall also be included. EMP shall include the concept of waste-minimization, recycle/reuse/recover techniques, Energy conservation, and natural resource conservation. viii. Proper utilization of fly ash shall be ensured as per Fly Ash Notification, 2009. A detailed plan of action shall be provided. ix. Action plan for the green belt development plan in 33 % area i.e. land with not less than 1,500 trees per ha. Giving details of species, width of plantation, planning schedule etc. shall be included. The green belt shall be around the project boundary and a scheme for greening of the roads used for the project shall also be incorporated. x. Action plan for rainwater harvesting measures at plant site shall be submitted to harvest rainwater from the roof tops and storm water drains to recharge the ground water and also to use for the various activities at the project site to conserve fresh water and reduce the water requirement from other sources. xi. Total capital cost and recurring cost/annum for environmental pollution control measures shall be included. xii. Action plan for post-project environmental monitoring shall be submitted. xiii. Onsite and Offsite Disaster (natural and Man-made) Preparedness and Emergency Management Plan including Risk Assessment and damage control. Disaster management plan should be linked with District Disaster Management Plan. 8) Occupational health i. Plan and fund allocation to ensure the occupational health & safety of all contract and casual workers ii. Details of exposure specific health status evaluation of worker. If the workers' health is being evaluated by pre designed format, chest x rays, Audiometry, Spirometry, Vision testing (Far & Near vision, colour vision and any other ocular defect) ECG, during pre placement and periodical examinations give the details of the same. Details regarding last month analyzed data of above mentioned parameters as per age, sex, duration of exposure and department wise. iii. Details of existing Occupational & Safety Hazards. What are the exposure levels of hazards and whether they are within Permissible Exposure level (PEL). If these are not within PEL, what measures the company has adopted to keep them within PEL so that health of the workers can be preserved, iv. Annual report of heath status of workers with special reference to Occupational Health and Safety. 9) Corporate Environment Policy i. 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. ii. 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. iii. What is the hierarchical system or Administrative order of the company to deal with the environmental issues and for ensuring compliance with the environmental clearance conditions? Details of this system may be given. iv. Does the company have 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 shall be detailed in the EIA report 10) Details regarding infrastructure facilities such as sanitation, fuel, restroom etc. to be provided to the labour force during construction as well as to the casual workers including truck drivers during operation phase. 11) Enterprise Social Commitment (ESC) i. Adequate funds (at least 2.5 % of the project cost) shall be earmarked towards the Enterprise Social Commitment based on Public Hearing issues and item-wise details along with time bound action plan shall be included. Socio-economic development activities need to be elaborated upon. 12) Any litigation pending against the project and/or any direction/order passed by any Court of Law

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against the project, if so, details thereof shall also be included. Has the unit received any notice under the Section 5 of Environment (Protection) Act, 1986 or relevant Sections of Air and Water Acts? If so, details thereof and compliance/ATR to the notice(s) and present status of the case. 13) A tabular chart with index for point wise compliance of above TOR.

B. SPECIFIC TERMS OF REFERENCE FOR EIA STUDIES FOR ISOLATED STORAGE & HANDLING OF HAZARDOUS CHEMICALS (AS PER THRESHOLD PLANNING QUANTITY INDICATED IN COLUMN 3 OF SCHEDULE 2 & 3 OF MSIHC RULES 1989 AMENDED 2000). 1. Details on list of hazardous chemicals to be stored alongwith storage quantities at the facility, their category (as per MSIHC Rules), MSDS. 2. Mode of receiving hazardous chemicals in isolated storages and mode of their dispatch. 3. Layout plan of the storage tanks and other associated facilities. 4. Details on types and specifications of the storage facilities including tanks, pumps, piping, valves, flanges, pumps,monitoring equipments, systems for emissions control safety controls including relief systems. 5. Arrangements to control loss/leakage of chemicals and management system in case of leakage. 6. Risk Assessment & Disaster Management Plan – Identification of hazards – Consequence Analysis – Details of domino effect of the storage tanks and respective preventive measures including distance between storage units in an isolated storage facility. – Onsite and offsite emergency preparedness plan.

The following projects were also discussed during the meeting.

1. Building Construction Project at F.P. No. 24+29+62+63, T.P.S.No. 7 (Khokhra-

Mithipur) and T.P.S.No. 9 (Rajpur-Hirpur), Ahmedabad proposed by M/s Ashima

Ltd.

This office has received an application for Environment Clearance of the above project vide

proposal no. SIA/GJ/NCP/59400/2016 on 17/10/2016.

The project was appraised during the meeting of SEAC held on 16/11/2016. Based on the

details sought during the meeting of SEAC held on 16/11/2016, the project proponent vide

their letter dated 23/01/2017 submitted that size of all the residential unit is less than 60 m2

and the scheme is planned & defined as affordable housing scheme as per the prevailing

GDCR. Parking requirement for the project is 743 CPS and 9010 m2 as per NBC norms &

GDCR respectively whereas the parking area proposed is 33,353.0 m2 equivalent to 1118

CPS. Any further increase in parking space will not remain cost effective to the end users i.e

lower middle class families and requested to consider the parking area proposed by them..

The said submission of the project proponent was considered by the committee and as it

was found satisfactory, it was decided to recommend the project to SEIAA Gujarat for grant

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

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

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



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WATER:

1. 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.

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 945.05 KL/day, out of which

648.76 KL/day of fresh water requirement shall be met through the water supply from

Ahmedabad Municipal Corporation (AMC). Remaining water requirement of 296.28

KL/day for flushing & gardening shall be met by reuse of treated sewage from the

proposed onsite STP. No ground water shall be tapped during the operation phase.

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

4. The sewage generation during the operation phase shall be 746.16 KL/day, which shall

be treated in the proposed sewage treatment plant (STP) of adequate capacity. The STP

shall be operated regularly and efficiently so as to achieve the GPCB norms at the STP

outlet.

5. Treated sewage conforming to GPCB norms shall be reused within the premises for

gardening & flushing purpose at the maximum extent possible. Only remaining quantity

of treated sewage shall be discharged into the drainage line Ahmedabad Municipal

Corporation (AMC).

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

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

maintained and furnished to the GPCB from time to time.

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

treated sewage for flushing.

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

sealed or converted into the recharge well.

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

6 nos. of percolation wells shall be carried out as per the details submitted. Before

recharging the runoff, pre-treatment must be done to remove suspended matter

AIR:

10. D. G. sets (2 × 125 KVA) proposed as backup power shall be of enclosed type and

confirm to prescribe standards under EPA rules. Necessary acoustic enclosures shall be

provided at diesel generator set to mitigate the impact of noise.

11. The gaseous emissions from the D.G. Sets shall conform to the standards prescribed

under EPA Rules as amended from time to time. At no time, the emission levels shall go

beyond the stipulated standards.

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

capacity of all proposed D.G.sets.

SOLID WASTE:

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

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

properly as per the provisions made by the Ahmedabad Municipal Corporation (AMC).

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SAFETY:

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

[with access from each floor] for emergency evacuation. Two staircases shall be

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

15. Fire fighting facilities like fire extinguishers, hose reel, down comer, manually operated

electric fire alarm system, yard hydrant, automatic sprinkler system in basement,

underground static water storage tank-300 KL capacity, terrace tank - 130 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.


19. Minimum parking space of 33,353.0 m2 [22,072.0 m2 in basement + 3,500.0 m2 as open

surface parking + 7,781.0 m2 in hollow plinth] shall be provided as proposed.


20. Energy conservation measures viz. maximum use of natural lighting through architectural

design, energy efficient motors & pumps, water efficient taps, water meters, maximum

use of RMC & aerated blocks, use of LED lighting fixtures and low voltage lighting, solar

lighting in open and landscape areas- 40 numbers of solar lights, roof-top thermal

insulation etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 2,746.5 m2 comprising of 1,200.0 m2 tree covered area shall be

developed as proposed. The other open spaces inside the plot shall be suitably

landscaped and covered with vegetation of indigenous tree species.

2. “Sumeru Residency” at TPS No. 24 (Mota Varachcha-Utran), Block No. 205+206+

207, F.P.No. 64+65+66, Vill: Mota Varachcha, Dist. Surat proposed by M/s Divyam

Developers.

The project proponent, vide proposal no. SIA/GJ/NCP/59323/2016 dated 24/10/2016

submitted revised Form I & Form IA and requested for amendment of Environmental

Clearance order dated 08/09/2014 for the proposed changes and expansion of the project.



their letter dated 21/01/2017submitted compliance report with reference to the conditions

stipulated in the Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/23/2013 dated

22/02/2013 and it is mentioned that a copy of the same has been sent to the regional office

of MoEF&CC at Bhopal. With reference to O.Ms of MoEF&CC dated 20/10/2009 &

30/05/2012, It is mentioned that no court case is pending on them directly or indirectly and

no notice received under EPAct - 1986. Parking area provision for the project will be 21,100

m2 [4,623.5 m2 in upper basement + 4,623.5 m2 in lower basement + 4,583.5 m2 as

mechanical parking in lower basement + 4,583.5 m2 as mechanical parking in upper

basement + 2,127.0 m2 in hollow plinth + 559 m2 as open surface parking] which is

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equivalent to 674 CPS against the parking requirement of 330 CPS as per the NBC norms.

Considering the prevailing market scenario they have proposed the changes in the project.

Details of the proposed mechanical parking has been submitted and height of both the

basement will be 4 m to accommodate the mechanical parking in basements. It is mentioned

that provision of natural & mechanical ventilation (18 exhaust fans), LED lights, gas

detection system associated with sensors & automatic alarms etc. will be made in

basements. Cross ventilation in the form of window on one side & door /shutter on the

opposite side of each commercial unit will be provided. Separate sanitation blocks, drinking

water facility & first aid facility will be provided on each floor.



of Environmental Clearance with the proposed expansion by superseding the earlier EC

order no. SEIAA/GUJ/EC/8(a)/ 151/2014 dated 08/09/2014 with 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:



WATER:


be met through the borewell water. Permission of concerned authority shall be obtained

for ground water abstraction.



OPERATION PHASE:

WATER:

3. Water requirement during the operation phase shall be 133.0 KL/day and it shall be met

through the water supply system of Surat Municipal Corporation (SMC). No ground water

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

records shall be maintained.

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

or converted into the recharge well.

5. Sewage generation during the operational phase shall be 103.0 KL/day and it shall be

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



recharging the runoff, pre-treatment must be done to remove suspended matter.

AIR:

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





under EPA rules as amended from time to time. At no time, the emission levels shall go


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SOLID WASTE:



properly as per the provisions made by the Surat Municipal Corporation (SMC).

SAFETY:

11. Fire fighting facilities like fire extinguishers on each floor, hose reel on each floor, down

comer opening at each floor, automatic sprinkler system in basement, manually operated

electric fire alarm system, terrace water tank & pump etc. shall be provided as proposed.











16. Minimum parking space of 21,100 m2 [4,623.5 m2 in upper basement + 4,623.5 m2 in

lower basement + 4,583.5 m2 as mechanical parking in lower basement + 4,583.5 m2 as

mechanical parking in upper basement + 2,127.0 m2 in hollow plinth + 559 m2 as open

surface parking] shall be provided as proposed.


17. Energy conservation measures viz. use of LED lights for common areas, solar lights for

landscape lighting, reflective/ white tiles in common areas, maximum use of natural light

etc. shall be implemented as proposed.

GREEN BELT:

18. Minimum 986.0 m2 green belt area consisting of 401.0 m2 tree covered area shall be


landscaped and covered with vegetation of indigenous variety.

3. Building Construction Project at S.No.1212, O.P.No.52, F.P.No.52, D.T.P.S.No.84

(Vatva IV), Ahmedabad proposed by M/s Viaan Buildcon.





their letter dated 23/01/2017 submitted the details of the mechanical parking and proposed

to provide 1st basement with 4 m height to accommodate mechanical parking. Perspective

view of the commercial building was submitted and it is mentioned that the orientation of the

proposed commercial building will be facing eastern direction which will result in effect of

solar radiation in morning hours only. DGU galss will be used on 5th & 6th floors & maximum

efforts will be taken to maintain the U value. Provision of mechanical ventilation system

designed to provide 6 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

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

Each & every shop will be having door facing the open passage of the building and

window/ventilator on the other side facing the road to facilitate cross ventilation. Separate

sanitation blocks for male & female will be provided on each floor.









WATER:






OPERATION PHASE:

WATER:


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.




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




AIR:








SOLID WASTE:




SAFETY:

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12. Fire fighting facilities like fire extinguishers, hose reel, manually operated electric fire

alarm system, wet riser, automatic sprinkler system in basement, underground static

water storage tank-200 KL capacity, terrace tank - 60 KL capacity (total capacity) etc.









16. Minimum parking space of 13,029.4 m2 [7,427.98 m2 in basement + 760.0 m2 as open

surface parking + 1,127.43 m2 in hollow plinth + 3,713.99 m2 as mechanical parking in 1st

basement] shall be provided as proposed.



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

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

and landscape areas- 11 numbers of solar lighting, roof-top thermal insulation, etc. shall

be implemented as proposed.

GREEN BELT:

18. Green belt area of 590.0 m2 comprising of 200.0 m2 tree covered area shall be



4. Building Construction Project –at Block No. 70, Moje- Bagusana, Bharuch proposed

by Mr. Vinodbhai P. Asodaria.



The project was appraised during the meetings of SEAC held on 27/04/2016 & 01/12/2016.

Based on the details sought during the meeting of SEAC held on 01/12/2016, the project

proponent vide their letter dated 01/02/2017 submitted a notarized power of attorney from all

the other land owners (including the applicant) in favour of one of the land owners. The land

owner, holding a power of attorney of all the other land owners, has given notarized consent

in favour of the applicant Mr. Vinodbhai P. Asodariya for issuance of the environmental

clearance.







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WATER:

1. Fresh water requirement during the construction phase shall be 15.95 KL/day and it

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

during the construction phase.



OPERATION PHASE:

WATER:



Bharuch Ankleshwar Urban Development Authority (BAUDA). Remaining water

requirement of 140.0 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 200.0 KL/day, which shall be

treated in the proposed sewage treatment plant (STP) of adequate capacity. 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.


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.








AIR:

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

conform to prescribed standards under the EPA rules. Necessary acoustic enclosures

shall be provided at diesel generator set to mitigate the impact of noise.

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

capacity of all proposed D.G. Sets.




SOLID WASTE:


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recyclable material shall be sold to vendors, bio-degradable waste shall be treated in the

proposed onsite composting facility whereas the other garbage shall be disposed off

properly as per the provisions made by the Bharuch Ankleshwar Urban Development

Authority (BAUDA).

SAFETY:

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

evacuation.


15. Minimum parking space of 10,349.92 m2 as open surface parking shall be provided as

proposed.


16. Energy conservation measures viz. maximum utilization of natural light, CFL lighting

fixtures in the common areas, 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:

17. Green belt area of 10,158.81 m2 comprising of 3,776.87 m2 tree covered area shall

be developed as proposed. The other open spaces inside the plot shall be suitably


5. Building Construction Project at Survey No. 197/2/2, F.P. No.236, TPS No. 50 at

Bodakdev, Ahmedabad proposed by Mr. Sunil Ramanbhai and Divyang

Dashrathbhai.





their letter dated 27/01/2017 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.

Sanitation blocks will be provided on each floor. Plan showing emergency evacuation path

has been submitted. Notarized consent of all the other land owners in favour of the

applicants has been submitted.








SPECIFIC CONDITION:

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

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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 on each floor.


WATER:






OPERATION PHASE:

WATER:












AIR:








SOLID WASTE:


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


SAFETY:




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

alarm system, wet riser, automatic sprinkler system, underground static water storage

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

as proposed.

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19. Minimum parking space of 25,629.0 m2 [11,895.0 m2 in basement + 500.0 m2 as open

surface parking + 11,895.0 m2 as mechanical parking In basement + 1,339.0 m2 in hollow

plinth] shall be provided as proposed.



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

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

and landscape areas- 12 numbers of solar lighting, roof-top thermal insulation, rain water

harvesting & ground water recharge etc. shall be implemented as proposed.

GREEN BELT:




6. Building Construction Project at Block No. 351, F.P. No. 41, O.P. No. 41, T.P.S. No.

25 (Mota-Varachha), Moje-Mota-Varachha, Dist. Surat proposed by Mr.

Narendrabhai B. Hirapara.

The project proponent vide their online proposal no. SIA/GJ/NCP/53596/2016 dated

25/05/2016 along with revised Form-I & Form-IA requested for amendment of Environmental

Clearance order dated 30/06/2015.



proponent vide their letter dated 19/11/2016 submitted the revised Form – 1 & 1A and

mentioned that basement area will be increased to provide more parking area provision and

hence built up area will increase from 82,399.28 m2 to 86,755.58 m2 due to increase in

basement area. Parking area provision for the project will be 26,370.37 m2 [5,167.48 m2 as

open surface parking + 5,347.62 m2 in hollow plinth + 11,832.02 m2 in basement + 4,023.25

m2 as mechanical parking in basement] which is equivalent to 910 CPS. Project proponent

vide their letter dated 03/02/2017 submitted compliance report with reference to the

conditions stipulated in the Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/

2729/2015 dated 30/06/2015. With reference to the O.Ms of MoEF&CC dated 20/10/2009 &

30/05/2012, It is mentioned that there is no any court cases filed against the proposed

project directly or indirectly and no notice given to the project under EPAct – 1986 and Air

Act - 1981.They have also submitted a notarized consent of all the other land owners in

favour of the applicant for issuance of the Environmental Clearance.



of Environmental Clearance with the proposed expansion by superseding the earlier EC

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order no. SEIAA/GUJ/EC/8(a) /2729/2015 dated 30/06/2015 with 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:



WATER:


be met through the water supply system of Surat Municipal Corporation. No ground

water shall be tapped during the construction phase.



OPERATION PHASE:

WATER:


fresh water requirement of 312.0 KL/day shall be met through water supply system of

Surat Municipal Corporation and the remaining 214.0 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 455.0 KL/day which shall be treated

in the proposed onsite Sewage Treatment Plant.

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

sewage to be generated during operation phase to achieve the GPCB norms at the STP

outlet. Treated sewage conforming to GPCB norms shall be utilized for gardening &

flushing purpose by providing dual plumbing system. Only remaining quantity of treated

sewage shall be disposed off through drainage line of Surat Municipal Corporation.


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.


7 nos. of bore holes shall be carried out as per the details submitted. Before recharging

the run off, pre-treatment must be done to remove suspended matter.

AIR:









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SOLID WASTE:




SAFETY:

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

each floor, automatic sprinkler system in basement, manually operated electric fire alarm

system, underground water tank of 75 KL capacity for each building, terrace water tank

of 25 KL on each building block etc. shall be provided as proposed.











19. Minimum parking space of 26,370.37 m2 [5,167.48 m2 as open surface parking +

5,347.62 m2 in hollow plinth + 11,832.02 m2 in basement + 4,023.25 m2 as mechanical

parking in basement]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


GREEN BELT:

21. Green belt area of 2,194.92 m2 comprising of 883.04 m2 tree covered area shall be



7. “Parshwanath Shrine” at S. No. 38+55/P, O.P.No. 53+ 80/P, F.P. No. 53+80/P,

Sub Plot No.1, T.P.S. No. 76/B, Chandkheda, Ta.: Dascroi, Ahmedabad proposed by

M/s. Parshwanath Corporation.





their letter dated 08/02/2017 submitted details of Environment Management Plan and

mentioned that budget allocation of Rs. 5.3 lacs & Rs. 2.8 lacs will be made during the

construction & operation phase respectively for air pollution control, waste management,

green belt development etc. They have submitted a notarized consent of other land owners

(i.e his family members) in favour of the applicant Mr. Navnitbhai C. Patel. Mr. Navnitbhai C.

Patel & other land owners are partners of M/s Parshwanath Corporation.


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WATER:


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

construction phase.



OPERATION PHASE:

WATER:












AIR:








SOLID WASTE:




SAFETY:




12. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) will

be provided on each floor, hose reels, wet risers, manually operated electric fire alarm

system, underground water tank of 100 KL capacity, automatic sprinkler system in

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basement, CO sensors in basements etc. shall be provided as proposed.








16. Minimum parking space of 8,602.53 m2 [5,739.69 m2 in basement + 2,240.82 m2 in

hollow plinth + 622.02 m2 as open surface parking] 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 so that UV absorption is

reduced & associated cooling requirements are minimized etc. shall be implemented as

proposed.

GREEN BELT:




8. Tapi Enclave” at T.P.S.No-25(Singanpore-Tunki), F.P.No-81, O.P.No.47, R.S.No–

83/p1+2, Moje–Singanpore, Dist-Surat proposed by Mr. Talshibhai Karsanbhai

Dobariya.





their letter dated 21/11/2016 submitted that the parking area provision for the project will be

6,603.0 m2 [4,137.0 m2 as open surface parking + 1,062.0 m2 in hollow plinth + 1,404.0 m2 at

1st floor] which is equivalent to 262 CPS against the parking requirement of 204 CPS as per

the NBC norms. Project proponent vide their letter dated 08/02/2017 submitted copies index

for the F.P.No. 81 showing that the land admeasuring 5900 m2 is in the name of applicant &

others and the land admeasuring 1015 m2 in the name of the applicant. They have also

submitted a notarized consent of the other two land owners in favour of the applicant.

Project site was visited on 30/06/2016 by regional office Surat of Gujarat Pollution Control

Board. As mentioned in the site visit report, the project site is at a distance of 322 m from the

bank of river Tapi.

The said submission of the project proponent as well as the site visit report of Gujarat

Pollution Control Board was considered by the committee and as it was found satisfactory, it

was decided to recommend the project to SEIAA Gujarat for grant of Environmental

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

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

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

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EIA Notification 2006:



WATER:


be met through the water supply system of Surat Municipal Corporation (SMC). No

ground water shall be tapped during the construction phase.



OPERATION PHASE:

WATER:


through the water supply system of Surat Municipal Corporation (SMC). No ground water










AIR:








SOLID WASTE:




SAFETY:




12. Fire fighting facilities fire extinguishers, hose reel, wet riser, automatic sprinkler system

(basement), manually operated electric fire alarm system, underground fire water storage

tank of 75 KL, terrace water tank of 10 KL for each building, one electric & one diesel

pump of capacity 1620 L/min & one electric pump of capacity 180 L/min. having pressure

3.5 kg/cm2 at terrace level etc. shall be provided as proposed.


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13. Minimum Parking space of 6,603.0 m2 [4,137.0 m2 as open surface parking + 1,062.0 m2

in hollow plinth + 1,404.0 m2 at 1st floor] shall be provided as proposed.


14. Energy conservation measures viz. use of LED lights for common areas, solar lights for

landscape lighting, reflective/ white tiles at terrace areas, maximum use of natural light


GREEN BELT:




9. “Shaligram Plus” at F.P.No.60, Final T.P.S.No.45 (Chandlodia-Gota),

R.S.No.246/P, O.P.no.60/1, 60/2, Chandlodia, Sabarmati, Ahmedabad proposed by

Mr. Gautambhai Vallabhbhai Patel.





their letter dated 09/02/2017 submitted details of proposed sewage treatment plant as well

as details of Environment Management Plan and mentioned that budget allocation of Rs. 54

lacs & Rs. 4.5 lacs will be made during the construction & operation 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. Layout

plan showing location of the proposed STP has been submitted. Zoning certificate obtained

from Ahmedabad Municipal Corporation has been submitted which shows that the project

site falls in the Transit Oriented Zone. As per the prevailing GDCR, the projects falling in the

Transit Oriented Zone can utilize FSI up to 4.0.









WATER:




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

drainage line of AMC.

OPERATION PHASE:

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WATER:



Ahmedabad Municipal Corporation (AMC). Remaining water requirement of 57.0 KL/day

for flushing & gardening shall be met by reuse of treated sewage from the proposed

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

water shall be done and its records shall be maintained.


segregated in grey & black sewage and the 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.

5. Treated grey sewage conforming to GPCB norms shall be reused within the premises for


of treated grey sewage along with the untreated black sewage shall be discharged into

the drainage line Ahmedabad Municipal Corporation (AMC).











AIR:







beyond the stipulated standards..

SOLID WASTE:


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


STP Sludge shall be used as soil wnditioner within Premises at equate treatment.

SAFETY:




15. Fire fighting facilities like fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on

each floor, hose reels, wet risers, manually operated electric fire alarm system,

underground water tank of 100 KL capacity, automatic sprinkler system in basement, CO

sensors in basements etc. shall be provided as proposed.


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19. Minimum Parking space of 10,422.61 m2 [7,461.73 m2 in basement + 690.0 m2 as open

surface parking + 692.11 m2 in hollow plinth + 1,600 m2 as mechanical parking in



20. Energy conservation measures viz. solar lights in common sunlit areas , maximum use of

LED lights, use of variable frequency drive motors to optimize power consumption,

maximum use of light & silent colours in the building envelope so that UV absorption is

reduced & associated cooling requirements are minimized etc. shall be implemented as

proposed.

GREEN BELT:




10. Sun Sky Park” at Block No. 330+328/C, F.P.No. 60/2, D.T.P.S.No. 52, Ambli,

Ahmedabad proposed by M/s. Shilp Construction.





their letter dated 27/01/2017 submitted that parking area provision for the project will be

15,270.44 m2 [10,778.77 m2 in basement + 1,984.0 m2 as mechanical parking in basement +

1,757.67 m2 in hollow plinth + 750.0 m2 as open surface parking] which is equivalent to 492

CPS against the parking requirement of 403 CPS as per the NBC norms. Instead of

increasing the basement area, they have increased the parking area by adding mechanical

parking in basement. Solar water heaters will be provided for the proposed residential units.

Design details of the proposed dual plumbing system have been submitted. It is mentioned

that refuge area is not required as per the GDCR & NBC norms in high rise residential

buildings having balconies.









WATER:

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OPERATION PHASE:

WATER:



Ahmedabad Municipal Corporation (AMC). Remaining water requirement of 70.88

KL/day for flushing & gardening shall be met by reuse of treated sewage from the

proposed onsite STP. No ground water shall be tapped during the operation phase.

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

4. The sewage generation during the operation phase shall be 153.18 KL/day, which shall

be treated in the proposed sewage treatment plant (STP) of adequate capacity.

5. The STP shall be operated regularly and efficiently so as to achieve the GPCB norms at

the STP outlet.

6. Treated sewage conforming to GPCB norms shall be reused within the premises for


of treated sewage shall be discharged into the drainage line Ahmedabad Municipal

Corporation (AMC).











AIR:









SOLID WASTE:




SAFETY:


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16. Fire fighting facilities like fire extinguishers, hose reel, down comer, manually operated

electric fire alarm system, yard hydrant, automatic sprinkler system in basement,

underground static water storage tank-300 KL capacity, terrace tank - 40 KL capacity

(total capacity) etc. shall be provided as proposed.








20. Minimum Parking space of 15,270.44 m2 [1,757.67 m2 in hollow plinth + 750.0 m2 as

open surface parking + 10,778.77 m2 in basement + 1,984.0 m2 as mechanical parking in




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- 40 solar street lights, roof-top thermal insulation


GREEN BELT:

22. Green belt area of 1,245.0 m2 comprising of 500.0 m2 tree covered area shall be



11. Building Construction Project at Block No. 119/B, F.P. No. 64/1, O.P.No. 64/1,

T.P.S.No. 21 (Sarthana Simada), Moje. Sarthana, Dist. Surat proposed by Mr.

Pinakin Mangubhai Patel.





their letter dated 25/01/2017 submitted above mentioned notarized undertaking and a

notarized consent from the other land owners (i.e family members) in favour of the applicant.

Plan showing provision of CO sensors, lighting arrangement & provision of natural ventilation

& lighting through ducts has been submitted. Parking area provision for the project will be

18,542.16 m2 [15,587.12 m2 in basement + 2,955.04 m2 as open surface parking] equivalent

to 615 CPS against the parking requirement of 339 CPS as per the NBC norms.






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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 on each floor.


WATER:


be met through the water supply from Surat Municipal Corporation (SMC). No ground




OPERATION PHASE:

WATER:


through water supply system of Surat Municipal Corporation (SMC). No ground water



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

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






AIR:








SOLID WASTE:




SAFETY:

14. Fire fighting facilities like Fire extinguisher & hose reel at each floor, wet riser opening at

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each floor, automatic sprinkler system in basement, manually operated electric fire alarm

system, underground water tank of 200 KL capacity, terrace tank of 25 KL capacity etc.












19. Minimum Parking space of 18,542.16 m2 [15,587.12 m2 in basement + 2,955.04 m2 as

open surface parking] shall be provided as proposed.

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

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

citizens and physically challenged people to park their vehicles at appropriate parking

places (valet parking).

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

exit and all other appropriate places shall be provided which should have appropriate

size of letters and shall be visible from the at least 50 meter distance.


22. Energy conservation measures viz. Maximum utilization of natural light, CFL & LED

lighting fixtures in common areas, use of solar energy in landscape lighting, maximum

use of aerated blocks etc 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:




12. Building Construction Project at R.S.No 683 & 684, At- Kosamdi, Tal-Ankleshwar,

Dist Bharuch proposed by Mr. Dhirubhai M Hirpara.





proponent vide their letter dated 01/02/2017 submitted a notarized consent from all the other

land owners in favour of the applicant. It was mentioned that the nearest industrial cluster is

at 1.1 km distance from the proposed project site.



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WATER:

1. Fresh water requirement during the construction phase shall be 15.95 KL/day and it

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

during the construction phase.



OPERATION PHASE:

WATER:



Bharuch Ankleshwar Urban Development Authority (BAUDA). Remaining water

requirement of 141.0 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.


treated in the proposed sewage treatment plant (STP) of adequate capacity. 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.


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.








AIR:

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

conform to prescribed standards under the EPA rules. Necessary acoustic enclosures

shall be provided at diesel generator set to mitigate the impact of noise.

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

capacity of all proposed D.G. Sets.


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SOLID WASTE:



properly as per the provisions made by the Bharuch Ankleshwar Urban Development

Authority (BAUDA). STP sludge shall be used as manure for greenbelt development

within premises after adequate treatment.

SAFETY:

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

evacuation.

15. Fire fighting facilities like fire extinguisher, sprinkler system, fire hydrant systems etc.









19. Minimum Parking space of 19,775.29 m2 [1,199.12 m2 in hollow plinth + 6,544.78 m2 in

basement + 12,031.39 m2 as open surface parking] shall be provided as proposed.


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

fixtures in the common areas, 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 etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 4,757.65 m2 comprising of 2,688.09 m2 tree covered area shall be



13. Building Construction Project at Block No. 168, F.P.No.30, O.P.No.30, TPS No. 22

(Sarthana Valak), Surat proposed by Mr. Dolatbhai Natvarbhai.




details sought during the meeting of SEAC held on 16/11/2016, vide their letter dated

25/01/2017 submitted a notarized consent from the other land owner in favour of the

applicant. Plan showing provision of CO sensors, lighting arrangement & provision of natural

ventilation & lighting through ducts has been submitted.





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WATER:


be met through the water supply from Surat Municipal Corporation (SMC). No ground




OPERATION PHASE:

WATER:


through water supply system of Surat Municipal Corporation (SMC). No ground water



4. No bore well shall be constructed and existing bore well/s shall be either sealed or

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






AIR:








SOLID WASTE:




SAFETY:

11. Fire fighting facilities like fire extinguishers, hose reel, 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, terrace tank of 25 KL capacity etc.






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16. Minimum Parking space of 5,512.19 m2 [859.80 m2 in hollow plinth + 4,652.39 m2 in



17. Energy conservation measures viz. maximum utilization of natural light, LED lighting

fixtures in the common areas, use of solar energy in external lighting (Landscape

lighting), use of aerated block [ Cement + Fly Ash + Air mixture] etc. shall be


GREEN BELT:

Green belt area of 712.0 m2 comprising of 372.91 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.

Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

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

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

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

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

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

6. Shri Rajesh I. Shah, Member, SEAC