Page of at Committee Room, Gujarat Pollution Control Board...

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317th meeting of SEAC-Gujarat, Dated 14.12.2016

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Minutes of the 317th meeting of the State Level Expert Appraisal Committee held on 14/12/2016

at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 317th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 14th December,

2016 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended

the meeting:

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

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

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

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

5. Dr. Mayuri Pandya, Member, SEAC

The agenda of TOR/Scoping/Category 8 (a) cases, Appraisal & Reconsideration cases was taken up.

Four (4) cases of TOR/Scoping/Category 8 (a) and eight (8) cases of Appraisal were taken up. The

applicants made presentations on the activities to be carried out along with other details furnished in the

Form-1 / Form-1A, EIA report and other reports.

1. Mahadev Residency – 4 S.No.576 & 578/A/2, F.P.No.42+44/2, O.P.No.42+44/2, D.T.P.S.No.107 (Vastral - Ramol), Vastral, Ahmedabad.

Screening / scoping & appraisal.

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

Sr. No.

Particulars Details

1. Proposal is for New Project [ SIA/GJ/NCP/59895/2016]

2. Type of Project Residential projects

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

8 (a)

4. Name of the Project

Mahadev Residency – 4

5. Name of Project Proponent

Mr. Sharad Harishbhai Patel

6. Estimated Project Cost (Rs. In Crores)

Rs. 11 Crores

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

No

8. Project Details Land / Plot Area (m2): 7,224.0

FSI area (m2): 19,256.4

Total BUA (m2): 32,578.8

Permissible Proposed

FSI Area (m2) 19,504.80 19,256.39

Ground Coverage (m2) -- 3,327.90

Common Plot Area (m2) 577.92 578.50

Max. Building Height (m) 30 24.4

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9. Building Details No. of Buildings:3

No. of blocks: 12

Scope of Buildings/Blocks: Basement + hollow plinth + 7 floors.

No. & size of Residential Units:340

No. & Type of Commercial Units: ---

Details of Amenities if any:- None

10. No. of expected residents / users

Fixed population considered for the project : 1700 persons

Floating population considered for the project: 1020 persons/day

11. Water & waste water details during construction phase

Water requirement (KL/day): 40.0

Source of water: Local water tanker suppliers

Waste water generation quantity (KL/day): 8.0

Mode of disposal:- Soak pit system

12. Water & waste water details during operation phase

Total water requirement (KL/day): 258.0

Fresh water requirement (KL/day): 178.5

Source of water: water supply from AMC


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

onsite STP. Treated sewage will be used for gardening & flushing purpose

within premises and remaining quantity of treated sewage will be

discharged into the drainage line of AMC.

In case of STP provision, capacity of STP: Yes 210.0 KL/day

STP Technology: STP with primary, secondary & tertiary treatment

facilities.

Purposes for treated water utilization: Gardening and Flushing

Quantity of treated water to be reused:1.Gardening (KL/day): 3.0, 2.

Flushing (KL/day): 76.5

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

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

Treated sewage will be used for gardening & flushing purpose within

premises and remaining quantity of treated sewage will be discharged into

the drainage line of AMC.

Mode of disposal: As above.

13. Status of water supply and drainage line

Water supply & drainage connection will be available to the project after getting the B.U. permission.

14. Solid Waste Management

Construction Phase:

Generation Quantity to be

reused

Mode of Disposal/Reuse

Top Soil 2,300 m3 2,300 m3 Development of greenbelt & levelling of low lying areas

Other Excavated Earth

20,700 m3 20,700 m3

Levelling of low lying areas and development of green belt area at proposed site itself.

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Construction Debris

500 m3 500 m3 Levelling roads, pavements, plot filling, plinth filling etc.

Steel Scrap -- - - To be sold to scarp dealer.

Discarded bags/ packing materials

-- - - To be sold to authorized vendor.

Operation Phase:

Type of waste

Generation Quantity (kg/day)

Mode of waste collection

Mode of Disposal /

Reuse

Dry waste

850.0 kg/day

43 Nos. of bins of 80 litre capacity will be provided for collection of waste.

Will be regularly collected by AMC for final disposal

Wet waste

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

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

Total 23 Nos. of bins each of 80 litre capacity.

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

the nearest waste collection point of AMC.

15. Parking Details Total parking area requirement for the project as per GDCR: 1,925.64 m2

Parking area requirement for residential units as per GDCR: 1,925.64 m2

Total number of CPS requirement for the project as per NBC: 170 CPS

Number of CPS requirement for residential units as per NBC: 170 CPS

Total parking area provided (m2) & No. of CPS: 9,054.02 m2 & 302 CPS

Parking area provided in basement (m2) & No. of CPS: 5,584.5 m2 & 175

CPS

Parking area provided in hollow plinth (m2) & No. of CPS: 3,180.7 m2 &

114 CPS

Parking area provided as open surface (m2)+ 50% OF Common Plot &

No. of CPS: 289.0 m2 & 13 CPS

16. Traffic Management

Width of adjacent public roads: 12 m wide road.

Number of Entry & Exit provided on approach road/s: 2 entry/exit will be

provided which includes one entry/exit for basement.

Width of Entry & Exit provided on approach road/s: 7.5 m & 4 m

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

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

Width of all internal roads: 7.5 m

17. Details of Green Building measures proposed.

Solar lights in common sunlit areas, maximum use of LED lights, use of

variable frequency drive motors to optimize power consumption, use of fly

ash paver blocks, most of the carpentry structures will be made up of

processed engineering wood/ particle board instead of wood, maximum use

of Portland Pozzolona Cement (PPC), maximum use of Ready Mix

Concrete (RMC), rainwater harvesting by recharging the ground water table

with provision for 2 percolation wells etc.

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18. Energy Requirement, Source and Conservation

Power supply:

Maximum demand: 50 kW during construction phase and 2 MW during

Operation Phase

Connected load: ---

Source: M/s. Torrent Power Limited (TPL)

Energy saving measures: Solar lights in common sunlit areas, maximum

use of LED lights, use of variable frequency drive motors to optimize

power consumption, maximum use of light & silent colours in the building

envelope so that UV absorption is reduced & associated cooling

requirements are minimized, maximum use of natural ventilation &

daylight through proper orientation of the buildings etc.

DG Sets: Not proposed.

19. Fire and Life Safety Measures

Nearest fire station is Maninagar fire stations approx. 4km. away from the

project site. Time required for the fire tender to reach at the project site is

10-15 minutes.

During the construction phase: Fire extinguishers in common areas,

personal protective equipments like earplugs, dust masks, safety shoes,

helmets, hand gloves, etc will be provided to all workers, all workers will

be trained to use welding shields and follow safer practice, provision of

first aid facilities & related training to the construction workers,

maintaining hoists and lifts, lifting machines, chains, ropes, and other

lifting tackles in good condition, “H” frame scaffolds & ladders made of mild steel, completely concealed copper wiring, all electrical fittings /

equipments used will meet the relevant IS standards etc.

During the operation phase: Fire extinguishers, fire hydrant system,

manually operated electric fire alarm system, underground water tank of

100 KL capacity, overhead tank of 20 KL capacity, automatic sprinkler

system in basement etc.

20. Details on staircase:

No. of Blocks

No. of floors

Maximum Floor Area (m2)

No. of Staircase

Width of the Staircase

Travel Distance

A+B+C +D+E+F

B+HP+7 1,439.59 6 1.5 Maximum distance of the nearest staircase from the farthest corner of any floor on the floor will be less than 20 m.

G+H+I B+HP+7 694.73 3 1.5

J+K+L B+HP+7 694.73 3 1.5

21. Rain Water Harvesting (RWH)

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

Details on Pre-treatment facilities: Before recharging rain water, suitable

arrangements of filtering will be provided. Gratings at mouth of each

drainpipe will be provided on terraces to trap leaves, debris and floating

materials. Filter media will be cleaned before every monsoon season.

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

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

filters) will be checked before and after each rain and preferably cleaned

after every dry period exceeding a month.

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22. Green area details

Tree covered area (m2) : 374.0

Lawn covered area (m2): 289.0

Total Green Area (m2): 663.0

No. of trees and species to be planted: 109 trees of local flora species

such as Asopalav, Jamun, Gulmohar, Neem, Guava etc. will be

preferred.

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

---

24. Dust control

measures

Temporary windshield barriers, regular water sprinkling, tarpaulin sheet

cover on the material during the transportation, maximum use of Ready Mix

Concrete (RMC), uniform piling of sand and proper storage to avoid dusting

etc.

25. Eco friendly

building materials

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

pavements/walkways, most of the carpentry structures will be made up of

processed engineering wood instead of wood, maximum use of Portland

Pozzolona Cement (PPC) containing high amount of fly ash.

26. Facilities to be

provided to the

construction

workers

Sanitation facilities, drinking water, municipal solid waste collection facility

etc.

27. Documents related to land possession.

Copy of village form no. 7 & 12 as well as N.A order submitted by them

show that the N.A land for residential use is in the name of applicant &

others.

During the meeting, the project proponent was suggested to increase the parking area provision for the

proposed project. After detailed discussion, it was decided to consider the project only after submission

of the following:

1. Notarized consent of other land owners for issuance of Environmental Clearance in the name of the

applicant.

2. Revised details with increased parking area provision for the project along with parking plan and

back up calculation.

3. Detailed Environment Management Plan with respect to various environmental attributes- Water &

waste water management including STP, Air, Noise, Solid wastes including Hazardous Wastes,

land, tree plantation etc. of the project both during construction and operation phase and strategy for

its implementation with financial outlay.

2. Anmol Life Style No. 206, O.P. No. 129, F.P. No. 129 of D.T.P.S. No. 241, Nana Chiloda, Gandhinagar.

Screening / scoping & appraisal.


Sr. No. Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/59933/2016]

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2. Type of Project Residential & Commercial Building Project


8 (a)

4. Name of the project

Anmol Life Style

5. Name of Developer

M/s Trimurti Corporation


Rs . 85 Crore


No


FSI area (m2): 14,548.92

Total BUA (m2): 22,309.63


FSI Area, (m2) 14,548.92 14,548.92

Ground Coverage, (m2) - 2,558.14

Common Plot Area, (m2) 601.0 640.73

Max. building height, (m) - 29.84 m

9. Building Details No. of Buildings: 6

No. of Blocks: 6

Scope of buildings/blocks: 2 buildings – basement + ground floor

(parking & shops) + 7 floors, 4 buildings – basement + hollow

plinth + 6 floors.

No. of Residential Units: 160

No. of Commercial Units: 18 shops.


854 person


Water requirement (KL/day): 25

Source of water: local water tankers

Waste water generation quantity (KL/day): 4

Mode of disposal: Septic tank to soak pit

Details of reuse of water, if any: No




Source of water: water supply from Ahmedabad Urban

Development Authority (AUDA).


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

proposed onsite STP. Treated sewage will be used for gardening

& flushing purpose within premises and remaining quantity of

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treated sewage will be discharged into the drainage line of

AUDA.

In case of STP provision, capacity of STP: Yes 90 KL/day

STP Technology: STP with MBR technology.

Purposes for treated water utilization: Gardening and Flushing

Quantity of treated water to be reused:1.Gardening (KL/day):2.0,

2. Flushing (KL/day):40.0

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

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

discharged: Sewage to be generated will be treated in the

proposed onsite STP. Treated sewage will be used for gardening

& flushing purpose within premises and remaining quantity of

treated sewage will be discharged into the drainage line of

AUDA.

Mode of disposal: As above.


AUDA water supply and AUDA sewerage line will be available during the operation phase.

14. Solid waste Management

Construction Phase:

Description Generation Quantity to be reused

Mode of Disposal / Reuse

Top Soil 650 m3 100 % reuse

For garden development

Other excavated earth

12,020 m3 50 % reuse for back filling

Send to the nearest collection point of AUDA

Construction debris

60.0 Kg/day

30% reuse for internal road sub base

Send to the nearest collection point of AUDA

Steel scrap 12.0 Kg/day

--- Sell to Actual Users

Discarded packing materials

5.0 Kg/day

--- Sell to vendors

Total Solid Waste shall (70 workers x 500 gm/person/) 35 kg/day

Operation Phase:

Type of waste

Generation Quantity



Dry waste -Papers,

cartons,

thermocol,

plastic,

polythene

bags, glasses

275

Organic waste and In organic waste will be collected in different buckets.

The recyclable waste will be sold off to recyclers. The non recyclable solid waste to be generated will be transferred to the nearest collection

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etc.

Wet waste -Waste vegetable and food

point of AUDA.

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

inorganic waste will be in different buckets and it will be

subsequently collected by AUDA

Capacity and no. of community bins to be placed within

premises: No of Bins: 20 Res. & 2 Com.; Volume of Bins: 80 Lit

each

Landfill site where waste will be ultimately disposed by local

authority: at the nearest waste collection point of AUDA / AMC.

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

3,071.36 m2

Parking area requirement for residential units as per GDCR:

2,802.06 m2

Parking area requirement for Commercial units as per GDCR:

269.30 m2

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

182 nos.

Number of CPS requirement for residential units as per NBC:

160 nos.

Number of CPS requirement for commercial units as per NBC:

22 nos.

Total Parking area provided (m2) & No. of CPS: 5,865.37 m2 &

192 CPS

Parking area provided in basement (m2) & No. of CPS: 3,865.37

m2, 121 CPS.

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

2000.0 m2, 71 CPS.


Width of adjacent public roads: 24.0 m wide TPS Road

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

1 Entry / Exit will be provided.

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

Minimum width of open path all around the buildings for easy

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

Width of all internal roads: 7.5


Use of transformers & motors having minimum efficiency of 85%,

use of LED lights in common areas, use of light colours for walls &

ceiling to reduce the light absorption & to minimize cooling

requirement, rain water harvesting through ground water recharge,

provision of STP & reuse of treated sewage etc.

18. Energy Requirement, Source and

Power supply:

Maximum demand: 750 KW

Connected load: -

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Conservation Source : Torrent Power Limited

Energy saving measures: Use of transformers & motors having

minimum efficiency of 85%, use of LED lights in common areas

+ 25 nos. of solar lights, use of light colours for walls & ceiling to

reduce the light absorption & to minimize cooling requirement

etc.

DG Sets: not proposed


During the construction phase: Fire extinguishers at various

locations and can be easily accessible, to keep printed board

showing important telephone number of fire, ambulance,

hospital etc., training to the workers on safety aspects, first aid

box at identified places within premises, doctor & ambulance

services, provision of PPE’S like helmet, gumboot/safety shoes, safety net, safety goggles etc.

During the operation phase: Sprinkler per 6.9 m2 area of

basement, fire extinguishers on each floor & in the basement,

wet riser opening at each floor, manually operated electric fire

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

underground water tank of 100 KL, smoke detectors etc.

Nearest fire station: Naroda fire station. Distance from project

site: 4 km.

20. Details on staircase

Type & no. of buildings

No. of floors

Floor area m2

No. of staircase

Width of the staircase(m)

Max. Travel distance (m)

A, B B+G+7 430.72 1 2.06 <20

C , F B+HP+6 309.16 1 2.06 <20

D B+HP+6 329.68 1 2.06 <20

E B+HP+6 428.86 1 2.06 <20


Level of the Ground water table:

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

No. and depth of percolations wells: 2 nos

Details on Pre-treatment facilities: Filtration & removal of oil &

grease.


Tree covered area (m2) : 360.60

Area covered by shrubs and bushes (m2): 50



Green Area % of plot area: 6.0 %

No. of trees and species to be planted: 91

23.

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

Total 43 lacs proposed for municipal solid waste collection &

disposal, sewage treatment & reuse, green belt development &

rain water harvesting etc.

24. Proposed dust control

Water sprinkling, loose construction material will be covered with

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measures during the construction phase

tarpaulin while storage & transportation etc.

25. Eco friendly building material usage details.

Use of Ready Mix Concrete (RMC).

26. Details on amenities to be provided to the construction workers.

Tap water & drinking water, sanitation facilities, soak pit for

domestic waste water disposal, adequate PPEs, financial aid for

education of the workers’ children etc.

During the meeting, after detailed discussion, it was decided to consider the project only after

submission of the following:

1. Land possession documents showing the ownership of the land by the applicant/ project proponent.

2. Exact aerial distance of the project site from the nearest TSDF site.

3. Explore the possibility of providing two separate ramps and revised plans showing location of both

the ramps.

4. Details on solar energy utilization for the proposed project.

3. Orchid Harmony T.P.S.No.9 (Palanpor - Bhesan), B.No.210, O.P.No.88, F.P.No.114, Sub Plot No. B/Paikee National plot no. A,B, Vill: Palanpor, Dist: Surat.

Screening /scoping & appraisal.

The SEIAA, Gujarat has accorded environmental clearance to Mr. Sanjaybhai Virani for the building

construction project at Block No. 210/B, F.P.No.114, Sub Plot no. B, T.P.S.No.9 (Palanpore - Bhesan),

Ta: Choryasi, Dist: Surat vide order no. SEIAA/GUJ/EC/8(a)/57/2015 dated 30/02/2015 for the built up

area of 25,930.22 m2 comprising of 5 buildings housing total 260 nos. of residential units.

The project proponent vide their online proposal no. SIA/GJ/NCP/60161/2016 dated 16/11/2016 along

with revised Form-I & Form-IA requested for amendment of Environmental Clearance order dated

30/02/2015.

The request for amendment in terms of proposed expansion, change in scope & transfer of EC was

considered during the meeting.

Details of the project after the proposed expansion as presented before the committee is tabulated

below:



2. Type of Project Residential & Commercial


8(a)

4. Name of the project Orchid Harmony

5. Name of Developer M/s. S2N Corporation


Rs. 50 Crore

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No


FSI area (m2): 18,810.24

Total BUA (m2) : 29,750.98


FSI Area (m2) 19,691.38 18,810.24

Ground Coverage (m2) 2,916.19 3,203.89

Common Plot Area (m2) 885.00 885.00

Max. building height (m)

-- 34.80

9. Building Details No. of Buildings: 03 Nos. residential buildings & 1

Commercial building

No. of Blocks: 03 Nos. residential buildings & 1 Commercial

building.

Scope of buildings/blocks: Residential buildings – Basement

+ hollow plinth + 11 floors, Commercial building - Basement

+ ground floor + 4 floors.

No. & size of Residential Units: 132 residential units.

No. & type of Commercial Units: 301 Nos. shops

Details of amenities if any: --


Expected residents: 528 Expected shop users: 602 Expected visitors: 500



Source of water: Borewell water


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.



Source of water: water supply from Surat Municipal

Corporation (SMC)


Mode of disposal: Into drainage line of Surat Municipal

Corporation (SMC)


The project site falls in the T.P.Scheme of SMC and water

supply as well as drainage connection will be available to the

project during operation phase.


Construction Phase:

Generation

(m3)

Quantity to

be reused

Mode of

Disposal /

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(m3) Reuse

Top Soil 439.10 439.10 Reuse for

developing

garden area

Other

excavated

earth

29,967.16 29,395.57

m3 will be

used for

raising the

plinth

level.

Remaining will

be disposed to

other project

site based on

need.

Construction

debris

312 149

Reused as a

filler up to plinth

level and

remaining will

be reused for

outer road

development

Steel scrap 12 -- Sold to local

scrap vendors

Discarded

packing

materials

7 -- Sold to local

vendors

Operation Phase:

Type of

waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of

Disposal /

Reuse

Dry waste 402.0 Blue colour

bucket

Through

S.M.C door

to door waste

collection

system

Wet waste 268.0 Green

colour

bucket

Through

S.M.C door

to door waste

collection

system

Details of segregation if to be done: Separate bins will be

provided to collect dry and wet waste.

Capacity and no. of community bins to be placed within

premises: 0.5 m3 in each building

Landfill site where waste will be ultimately disposed by

local authority: Khajod landfill site of S.M.C.

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

GDCR: 4,134.08 m2

Parking area requirement for residential units as per

GDCR: 1,508.99 m2

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Parking area requirement for Commercial units as per

GDCR: 2,625.09 m2

Total number of CPS requirement for the project as per

NBC : 307

Number of CPS requirement for residential units as per

NBC: 132

Number of CPS requirement for commercial units as per

NBC: 175

Total Parking area provided (m2) & No. of CPS: 12,198.0

m2 & 351 CPS

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

7,323.0 m2 & 228 CPS

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

798.0 m2 & 28 CPS

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

469.0 m2 & 20 CPS

Parking area provided as mechanical parking in basement

(m2) & No. of CPS: 3,608.0 m2 & 112 CPS

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

Number of Entry & Exit provided on approach road/s: 4

entry/exit will be provided (2 for residential units & 2 for

commercial units)

Width of Entry & Exit provided on approach road/s: 6.50 m

& 5 m

Minimum width of open path all around the buildings for

easy access of fire tender (excluding the width for the

plantation): 5 m

Width of all internal roads: 6 m & 6.5 m.


Use of fly ash based material, provision of rain water

harvesting & ground water recharge scheme, provision of

flush tank instead of direct flushing in toilets, provision of

foam type aerated cock for water usage, use of aerated

blocks etc.


Power supply

Maximum demand: 1500 KVA

Connected load:

Source: DGVCL

Energy saving measures: Use of solar powered LED lights

in the common passages, garden and basement area,

solar panel of 2.5 KWH capacity per building, reflective /

white tiles on terrace floor, appropriate design to shut out

excess heat & gain loss, maximum utilization of natural

light, 1 solar water heater on terrace floor of each

residential building etc.

DG Sets

No. and capacity of the DG sets: 125 KVA x 02

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

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& Quantity – 55 L/hr


During the operation phase: Fire extinguishers (total 12

nos. of fire extinguishers i.e 4 nos. per floor.), hose reel,

wet riser, yard hydrant, automatic sprinkler system in

basement, manually operated electric fire alarm system,

automatic fire detection & alarm system, underground

static water storage tanks of 75 KL x 3 nos. & terrace water

tank of 10 KL x 3 nos. for residential buildings,

underground water tank of 200 KL capacity & terrace water

tank of 10 KL for commercial building, provision of one

electric & one diesel pump of capacity 2280 L/min. & one

electric pump of capacity 180 L/min. having pressure 3.5

kg/cm2 at terrace level. It is proposed to conduct mock drill

once in a month, refill & check fire extinguishers & maintain

records thereof, regular check up of pumps, fire line, fire

detectors etc.

Details of the nearest fire station: Kapodra fire station

Distance from the project site: 3 km

Time required to reach the project site: About 10 minutes.


Bldg.

No.

Floor No. Floor Area

(m2)

No. of

Staircase

Width of

Staircase(m)

Maximum Travel

Distance up to the

Staircase (m)

A B+HP+11 362.68 01 2.0 11.21

B+C B+HP+11 551.86 02 2.0 12.68

Comm. Bld. B+G+4 1,750.06 04 2.0


Level of the Ground water table: 20.0 m

No. & dimensions of RWH tank(s) : 05 no. of RWH tanks;

size: 4m x 3m x 3m

Size of Bore: 350 mm dia.

Size of pipe: 150 mm dia.

No. and depth of percolations wells: 05 nos. of percolating

wells.

Details on Pre-treatment facilities: A de-silting chamber will

be provided to de-silt and remove floating material through

bar screen

22. Green area details Tree covered area (m2) : 360.0

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



Green Area % of plot area: 10 %

No. of trees and species to be planted: 60 trees of

Asopalav, Gulmohar, Coconut palm tree, Neem tree,

Champa etc.

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23.


Capital cost of Rs. 15.55 lacs and recurring cost of Rs. 5.95

lacs has been allocated towards purposes like rain water

harvesting & ground water recharge, greenbelt development,

environment monitoring & management, waste management

etc.

24. Proposed dust control measures.

Water sprinkling, covered shed for cement unloading activity,

tarpaulin cover on excavated earth & construction material

etc.

25. Use of Eco – friendly building materials.

Use of fly ash bricks & aerated blocks for water partition,

paving blocks for parking areas & walk ways, Portland

Pozzolona Cement for RCC structure, plaster & flooring etc.

26. Details on amenities to be provided to construction workers

Drinking water & tap water, sanitation facilities, domestic

waste water collection facility, lunch space, first aid box, free

medicines, doctor service, PPEs etc.

During the meeting, it was presented that 8 nos. of sanitation blocks – separate for male & female, first

aid facility and drinking water facility will be provided at each floor of the commercial building. After

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

1. Authentic documents showing ownership of the land by the project proponent.

2. As travel distance to the nearest staircase in case commercial building is more than 30 m, submit

the details of provision of staircases & safety measures proposed in this regard as per the

requirement of NBC & GDCR.

3. Details on provisions to be made for cross ventilation in the commercial units of the project.

4. Details on HFL of the area and measures proposed to avoid/minimize the adverse impacts due to

flood in accordance to the requirement of local bye-laws or the other concerned competent authority

in this regard.

5. Copy of permission obtained from Airports Authority of India for the proposed building height.

6. Compliance of previous Environment Clearance granted to the project in line with the Office

Memorandum no. J-11011/618/2010-IA-II(I) dated 30/05/2012 and J-11013/41/2006-IA.II(I) dated

20/10/2009 published by MoEF&CC.

7. NOC from Mr. Sanjaybhai Virani for transferring the Environmental Clearance in the name of M/s

S2N Corporation.

4. Shivdhara Skycity” T.P.S.No.22 (Sarthana - Valak), F.P.No.2, O.P.No.2, B.No.149/P, At Sarthana, Dist: Surat.

Screening / scoping & appriasal




2. Type of Project Commercial


8(a)

4. Name of the Shivdhara Skycity

Page 16 of 50


Page 16 of 50

project

5. Name of

Developer

M/s Shivdhara Developers


Rs. 42.0 Crore


No


FSI area (m2): 6,494.50

Total BUA (m2) : 29,692.09


FSI Area (m2) 20,327.0 8,886.39

Ground Coverage (m2) --- 6,494.50

Common Plot Area (m2) 1,129.30 1,131.41

Max. building height (m) -- 14.64

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

No. of Blocks: 1 No.

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

No. & size of Residential Units: --

No. & type of Commercial Units: 161 shops & offices

Details of amenities if any: --


Expected residents: -- Expected shop users: 210 Expected visitors:200



Source of water: Borewell water


Mode of disposal: Into septic tank & soak pit

Details of reuse of water, if any: W/W generated from washing of equipment will be reused for curing after necessary treatment.



Source of water: Water supply from SMC.


Mode of disposal: U/G drainage line of SMC.


The projects site falls in the T.P.Scheme of SMC and water

supply as well as drainage connection of SMC will be available

to the project during the operation phase.


Construction Phase:

Generation (m3)

Quantity to be reused (m3)


Top Soil 424.50 424.50 Reuse for

Page 17 of 50


Page 17 of 50

developing garden area

Other excavated earth

70,268.88 1,505.63 m3 will be used for

raising the plinth level.

Remaining will be disposed to other project site based on need.

Construction debris

480.0 218.0 Reused as a filler up to plinth level and remaining will be reused for outer road development

Steel scrap 18.25 -- Sold to local scrap vendors

Discarded packing materials

11.40 -- Sold to local vendors

Operation Phase:

Type of waste

Generation Quantity (Kg/day)



Dry waste 966.0 Blue colour bucket

Through S.M.C door to door waste collection system

Wet waste Green colour bucket

Through S.M.C door to door waste collection system

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

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

Landfill site where waste will be ultimately disposed by local authority: Khajod landfill site of S.M.C.

15. Parking Details Total parking area requirement for the project as per GDCR: 1,948.35 m2

Parking area requirement for commercial units as per GDCR: 1,948.35 m2

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

Number of CPS requirement for commercial units as per NBC: 130

Total Parking area provided (m2) & No. of CPS: 37,834.0 m2 & 1203 CPS

Parking area provided in basement (m2) & No. of CPS: 17,966.0 m2 & 560 CPS

Parking area provided as open surface (m2) & No. of CPS: 1,962.0 m2 & 85 CPS.

Parking area provided as mechanical parking in basement (m2) & No. of CPS: 17,906.0 m2 & 558 CPS


Width of adjacent public roads: 60.0 m wide road in W direction

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

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Page 18 of 50

will be provided.

Width of Entry & Exit provided on approach road/s: 8 m

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

Width of all internal roads: 8 m & 7.50 m.


Use of fly ash based material, provision of rain water harvesting &

ground water recharge scheme, provision of flush tank instead of

direct flushing in toilets, provision of foam type aerated cock for

water usage.


Power supply Maximum demand: 1500 KVA Connected load:

Source: DGVCL

Energy saving measures: Use of LED lights in common area, solar lights for landscape lighting, maximum use of natural light, reflective /white tiles on terrace, use of aerated blocks, appropriate design to shut out excess heat & gain loss etc.

DG Sets No. and capacity of the DG sets: 125 KVA x 03 Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & Quantity – 55 L/hr


During the operation phase: Fire extinguishers (total 12 nos. of

fire extinguishers i.e 4 nos. per floor.), hose reel, wet riser, yard

hydrant, automatic sprinkler system in entire building, manually

operated electric fire alarm system, automatic fire detection &

alarm system, underground static water storage tank of 450 KL

capacity, terrace water tank of 15 KL x 3 nos., provision of one

electric & one diesel pump of capacity 2280 L/min. & one

electric pump of capacity 180 L/min. having pressure 3.5

kg/cm2 at terrace level. It is proposed to conduct mock drill

once in a month, refill & check fire extinguishers & maintain

records thereof, regular check up of pumps, fire line, fire

detectors etc.

Details of the nearest fire station: Kapodra fire station

Distance from the project site: 3 km

Time required to reach the project site: About 10 minutes.


No.

of floor

Floor

Area (m2)

No. of

staircase

Width of

Staircase

(m)

No. of

Fire

lift

No. of

passenger

Lift

No. of

Goods

Lift

Maximum

Travel

Distance up to

the Staircase <

30 m

2B+G+2 3,939.89 2 2.0 05 05 07 <30

Page 19 of 50


Page 19 of 50


Level of the Ground water table: 27.0 m

No. & dimensions of RWH tank(s) : 04 no. of RWH tanks; size: 4m x 3m x 3m size of Bore: 350 mm dia. size of pipe: 150 mm dia.

No. and depth of percolations wells: 06 nos. of percolating wells.

Details on Pre-treatment facilities: A de-silting chamber will be provided to de-silt and remove floating material through bar screen.

22. Green area details Tree covered area (m2) : 545.0

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


Total Green Area (m2): 1,132.0

Green Area % of plot area: 11.50 %

No. of trees and species to be planted:90 trees of Asopalav, Neem tree, Coconut Palm tree, Gulmohar etc.

23.


Capital cost of Rs. 7.75 lacs and recurring cost of Rs. 2.35 lacs

has been allocated towards purposes like rain water harvesting &

ground water recharge, greenbelt development, environment

monitoring & management, waste management etc.

24. Proposed dust control measures.

Water sprinkling, covered shed for cement unloading activity,

tarpaulin cover on excavated earth & construction material etc.

25. Use of Eco – friendly building materials.

Use of fly ash bricks & aerated blocks for water partition, paving

blocks for parking areas & walk ways, Portland Pozzolona

Cement for RCC structure, plaster & flooring etc.

26. Details on amenities to be provided to construction workers

Drinking water & tap water, sanitation facilities, domestic waste

water collection facility, lunch space, first aid box, free medicines,

doctor service, PPEs etc.

27. Documents related to land possession.

Copy of village form no. 7 & 12 submitted by them shows that the

N.A land is in the name of M/s Shivdhara Developers, a

partnership firm through its partners.

During the meeting held on 14/12/2016, it was found that parking area provision has been made

considering the additional FSI for which they have applied to the Urban Development & Urban Housing

Department. Based on the project plans submitted by them, it was found that the travel distance to the

staircase from the farthest corner of the floor is less than 30 m. Traffic survey carried out on the existing

60 m wide Surat-Kamrej road shows that the road, having carrying capacity of 6000 PCU/hr, is capable

enough to accommodate total traffic load of 726 PCU/hr. in the proposed scenario. It was presented

that space will be provided for loading & unloading activity at open surface & in basements and the

activity will be carried out during the off peak hours. Provision of DGMS approved flame proof electrical

material like electric wires & switches etc. also conforming to the relevant IS standards will be made,

provision of one automatic power ON/OFF switch(MCB/RCB) will be made for each commercial unit to

avoid chances of sparkling/fire in case of fluctuation or higher power load. Power load will be

considered for each individual textile house higher than the actual power load requirement. The highest

flood level recorded in the past for the area is 0.9 m in the year 2006. It is proposed to raise the plinth

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Page 20 of 50

level upto 1.1 m above the ground level to overcome the adverse impacts due to flood. Provision of

natural ventilation in the form of air cutouts, mechanical ventilation in the form of exhaust fans at 16

locations, CO sensors with automatic alarm system, oxygen level sensors (2 nos.) etc. will be made in

the basements. Details of cross ventilation provision in the commercial units were also discussed during

the meeting. Floor wise plans submitted show provision of separate sanitation blocks for male & female

on each floor. During the meeting, after detailed discussion, it was decided to recommend the project to

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

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

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

of the EIA Notification 2006:

SPECIFIC CONDITION:

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

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

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

3. Plinth level shall be raised up to 1.1 m above the ground level as flood protection measure as

proposed by them.

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

facility etc. shall be provided on each floor.

CONSTRUCTION PHASE :

WATER:

5. Fresh water requirement during the construction phase shall be 14.5 KL/day and it shall be met

through the borewell water. Permission of concerned authority shall be obtained for ground water

abstraction.

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

OPERATION PHASE:

WATER:

7. Water requirement during the operation phase shall be 32.5 KL/day and it shall be met through

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

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

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

the recharge well.

9. Sewage generation during the operational phase shall be 22.5 KL/day and it shall be discharged

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

10. Rain water harvesting from rooftop and paved areas and ground water recharge through 6 nos. of

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

treatment must be done to remove suspended matter.

AIR:

11. D. G. sets (3 × 125 KVA) proposed as backup power shall be of enclosed type and confirm to

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

generator set to mitigate the impact of noise.

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

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

standards.

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

proposed D.G.sets.

Page 21 of 50


Page 21 of 50

SOLID WASTE:

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

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

provisions made by the Surat Municipal Corporation (SMC).

SAFETY:

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

16. Fire fighting facilities like fire extinguishers (total 12 nos. of fire extinguishers i.e 4 nos. per floor.),

hose reel, wet riser, yard hydrant, automatic sprinkler system in entire building, manually operated

electric fire alarm system, automatic fire detection & alarm system, underground static water storage

tank of 450 KL capacity, terrace water tank of 15 KL x 3 nos. etc. shall be provided as proposed.

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

preferably at opposite ends.

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

of CO in the area.

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

operation of exhaust fans as CO concentration levels.

PARKING / TRAFFIC CONGESTION:

20. Minimum Parking space of 37,834.0 m2 [17,966.0 m2 in basement + 17,906.0 m2 as mechanical

parking in basement + 1,962.0 m2 as open surface parking] shall be provided as proposed.

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

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

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

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

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

visible from the at least 50 meter distance.

ENERGY CONSERVATION:

23. Energy conservation measures viz. use of LED lights in common area, solar lights for landscape

lighting, maximum use of natural light, reflective /white tiles on terrace, use of aerated blocks,

appropriate design to shut out excess heat & gain loss etc shall be implemented as proposed.

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

the Audit Report shall be implemented with spirit.

GREEN BELT:

25. Green belt area of 1,132.0 m2 comprising of 545.0 m2 tree covered area shall be developed as

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

vegetation of indigenous tree species.

5. Sun City Block No. 1056/B/2, Village: Barbodhan, Ta: Olpad, Dist: Surat

Appraisal case.

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

22/06/2016 and during the meeting held on 22/06/2016, after discussing the project in detail, the

additional TOR were prescribed for the EIA study to be done covering 5 km radius from the boundary of

the project site.

The project proponent, vide proposal no. SIA/GJ/NCP/17693/2016 dated 15/11/2016, submitted EIA

report prepared by M/s Kadam Environmental Consultants.

The project proponent along with their expert / consultants attended the and made presentation before

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

Page 22 of 50


Page 22 of 50

report & facts presented before the committee.

During the meeting, it was proposed that sewage to be generated during the operation phase will be

treated into the proposed onsite STP and treated sewage, after its maximum reuse within premises will

be discharged into the adjacent creek. The project proponent was suggested to reuse 100% treated

sewage to be generated during the operation phase of the project instead of discharging it into the

creek. The project proponent was agreed and it was stated that treated sewage to be generated will be

completely reused for gardening, flushing & irrigation purposes. It is proposed to provide adequate

capacity tank for storing treated sewage during the monsoon season when treated sewage utilization for

gardening & irrigation purpose is not possible. It was discussed that ground water will be used during

the operation phase only if water supply from concerned local authority is not available after completion

of the construction work of the project. It was noticed that as per the CRZ map prepared by National

Centre for Sustainable Coastal Management (NCSCM), Chennai (an agency authorized the Ministry of

Environment, Forest and Climate Change, Government of India for this purpose), some of the portion of

the total land area at two locations is falling under CRZ area. It was presented that they have already

applied to Gujarat Coastal Zone Management Authority for obtaining CRZ clearance for the proposed

project and same is at a final stage of processing. As per the CRZ map prepared by the NCSCM,

Chennai, no mangroves were observed at the proposed project site and the proposed project site is

outside the mangrove area as well as buffer area of mangroves. Further, during the discussion, it was

noticed by the committee that a PIL has been filed against the project, before Hon’ble High Court of

Gujarat. At this the project proponent clarified that there was no stay order with regards to obtaining

Environmental Clearance or CRZ Clearance from concerned authorities.

Salient features of the project are as under:

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

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

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

for township & area development projects falling under project activity no. 8(b) as per the schedule of

the EIA Notification 2006:

Salient features of the project are as under:



2. Type of Project Township & Area Development Project


8(b)

4. Name of the project

Sun City

5. Name of Developer

Pramukh Organisers LLP.


428.12 crore

7. Whether construction work has been initiated at site?

No

Page 23 of 50


Page 23 of 50

If yes, details thereof

8. Project Details Land / Plot Area (m2): 6,87,960.0

FSI area (m2): 2,22,378.14

Total BUA (m2): 2,39,225.32

9. Building Details No. of Buildings: 1549 villas


Occupants: 7191 Visitors: 300


Water requirement (KL/day):20.0

Source of water: Local water tankers


Mode of disposal: Disposal through mobile STP.

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




Source of water: Ground water will be used till the availability of

water supply from the concerned local authority.

Waste water generation quantity (KL/day): 579

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

proposed onsite STP. Treated sewage will be completely reused for

gardening, flushing and irrigation purposes.

In case of STP provision, capacity of STP: 600 KL/day

Purposes for treated sewage utilization: Flushing, gardening &

irrigation.

Quantity of treated sewage to be reused:

1.Gardening (KL/day): 275.0, 2. Flushing (KL/day): 147.0,

3. Irrigation (KL/day): 157.0

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

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

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

Treated sewage will be completely reused for gardening, flushing

and irrigation purposes.

Mode of disposal: as above.


Ground water will be used as source of water till the availability of water supply from the concerned local authority and treated sewage will be completely reused for gardening, flushing & irrigation purposes.


Construction Phase:

Excavated earth & construction waste to be generated will be used for

filling up of low lying areas.

Operation Phase:

Type of waste

Generation

Quantity

(Kg/day)

Mode of

waste

collection

Mode of Disposal

/ Reuse

Total 3191 The waste will

be

Biodegradable

waste will be send

Page 24 of 50


Page 24 of 50

segregated at

source.

for vermin-

composting & non

biodegradable

waste will be

handed over to

authorized

vendors.

STP sludge 252 Will be used

as manure for

greenbelt

development.

---

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

waste& white bins for non-biodegradable waste

Door to door waste collection system will be provided for the

project.

15. Parking Details It is proposed to provide individual car parking space within premises

of each villa and open surface parking space of 6,900 m2 equivalent to

300 CPS for visitors.


Width of adjacent public roads:12 m

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

Width of Entry & Exit provided on approach road/s:18 m

Minimum width of open path all around the buildings for easy

access of fire tender(excluding the width for the plantation): 5 m

Width of all internal roads: 7.5 m, 9 m, 12 m, 18 m & 24 m.

17. Details of Green Building measures proposed

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

maximum use of aerated blocks, use of low voltage lighting fixtures,

provision of STP & reuse of treated sewage, rain water harvesting

through ground water recharge etc.


Power supply:

Maximum demand: 3500 KVA

Connected load: ---

Source: MGVCL

% of saving with calculations: Maximum use of natural lighting

through architectural design, energy efficient motors & pumps,

rooftop thermal insulation, CFL lighting fixtures in the common

areas, solar street lights etc.

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

tabular form: only roof area

DG Sets:

No. and capacity of the DG sets:3 x 750 KVA

Fuel & its quantity: HSD, 135 litre/hr.


The nearest fire station is Rander fire station which is about 9.3 km

away from the project site and a fire tender will take approximately

15 minutes to reach the project site.

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Page 25 of 50

20. Details on staircase: one staircase will be provided in each villa.


It is mentioned that total of 2,34,719.7 m3/year of rain water will be

recharged into ground water through the proposed rainwater

harvesting & ground water recharge structures within premises.


Total greenbelt development will be on 68,866.23 m2 area comprising

of 700 nos. of trees of Jamun, Dhak, Jangal Jalebi, Sirish, Caster,

Sadabahar, Peepal, Neem, Arjun etc.

23.


Allocation of Rs. 209.0 lacs & Rs. 40.5 lacs as capital cost & recurring

cost respectively has been made for EMP & EMS including green belt

development, rain water harvesting / ground water recharge, solid

waste management, sewage treatment & management etc.

24. Proposed dust control measures during the construction phase

Dust suppression by water spraying, peripheral barricading the project

site, covering the construction material during transportation and

storage, compaction of soil during various construction activities etc.

25. Eco friendly building material usage details.

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

26. Basic amenities to be provided to construction workers

Sanitation facilities, PPEs, welfare facilities as per the Gujarat Building

& Other Construction Workers Rules.

27. Documents

related to land

possession.

Copy of N.A order submitted by them shows that the land for

residential use is in the name of Pramukh Organizers LLP.

28. Details of EIA report

Study period: Mid. March’16 to Mid. June’16. Study area: 7 km radial area from the boundary of the project site.

Environmental attributes considered for EIA study: Air, water

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

economic study, traffic etc.

Observations: Baseline ambient air quality in terms of average

values of PM10, PM2.5, SOx, NOx and CO was well within the NAAQM

standards. All physico-chemical parameters for surface & ground

water were within the desirable limits of BIS 10500 for drinking water

except TDS (2,799.0 mg/L) & Chloride (1,021.0 mg/L) of hand pump

of village Barbodhan. Noise level during day time at 3 out of total 6

sampling locations and during night time at 5 locations out of 6

sampling locations were found higher than the standards prescribed

by CPCB. It was mentioned that main reason for higher noise levels

is vicinity of the main approach road & vehicular movement near the

project site. It was presented during the meeting that thick tree

plantation will be carried all along the boundary wall within premises

Page 26 of 50


Page 26 of 50

to overcome the noise problem due to vehicular movement.

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

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

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

for township & area development projects falling under project activity no. 8(b) as per the schedule of

the EIA Notification 2006:

SPECIFIC CONDITIONS:

1. All the terms & conditions mentioned in the recommendation of Gujarat Coastal Zone Management

Authority for the proposed project shall be strictly adhered to.

2. The project proponent shall strictly abide to the decision of Hon’ble High Court of the Gujarat in case

of PIL No: 16 of 2016 with Writ Petition No. 52 of 2016.

3. Construction activity for the proposed project shall be initiated only after the issuance of the final

decision of Hon’ble High Court of the Gujarat in case of PIL No: 16 of 2016 with Writ Petition No. 52

of 2016.

CONSTRUCTION PHASE :

WATER:

4. Fresh water requirement during the construction phase shall be 20 KL/day and it shall be met

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

phase.

5. Sewage generated during the construction phase shall be disposed off through the mobile STP.

OPERATION PHASE:

WATER:

6. Total water requirement during the operation phase shall be 999.0 KL/day, out of which fresh water

requirement of 577.0 KL/day shall be met through the ground water till the availability of water

supply from the concerned local authority and the remaining 422.0 KL/day of water requirement

shall be met through treated sewage. Metering of the ground water abstraction shall be done and its

records shall be maintained.

7. Permission from concerned competent authority shall be obtained for ground water abstraction and

all the conditions stipulated in the permission shall be strictly fulfilled in true spirit.

8. Ground water shall not be used for the project after availability of water supply from the concerned

local authority. Existing bore well/s shall be either sealed or converted into the recharge well after

availability of water supply from the concerned local authority.

9. Sewage generation during operation phase shall be 579.0 KL/day which shall be treated in the

proposed onsite Sewage Treatment Plant.

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

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

conforming to GPCB norms shall be completely utilized for gardening, irrigation & flushing purposes

by providing dual plumbing system. There shall not be any kind of sewage discharge into the creek.

11. A proper logbook of STP operation and also showing the activity wise quantity of treated sewage

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

12. Adequate capacity tank/s with RCC flooring & side walls shall be provided for storing the treated

sewage during monsoon season when utilization of treated sewage for gardening & irrigation

purpose is not possible.

Page 27 of 50


Page 27 of 50

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

sewage for flushing.

14. Rain water harvesting from rooftop and paved areas and ground water recharge through recharge

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

treatment must be done to remove suspended matter.

AIR:

15. D. G. Sets (3 × 750 KVA) proposed as back up power shall be of enclosed type and confirm to

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

generator set to mitigate the impact of noise.

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

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

standards.

17. The stack height of the DG Sets shall be equal to the height needed for the combined capacity of all

proposed DG sets.

SOLID WASTE:

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

Biodegradable waste shall be send for vermin-composting & non biodegradable waste will be

handed over to authorized vendors. Records of the bio degradable waste sent for vermin-

composting shall be maintained & furnished to the GPCB from time to time.

SAFETY:

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

PARKING / TRAFFIC CONGESTION:

20. Adequate parking space shall be provided within premises of each individual villa and minimum

open surface parking space of 6,900 m2 for visitors shall be provided as proposed.

ENERGY CONSERVATION:

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

energy efficient motors & pumps, rooftop thermal insulation, CFL lighting fixtures in the common

areas, solar street lights etc. shall be implemented as proposed.

GREEN BELT:

22. Green belt area of 68,866.23 m2 comprising of 700 nos. of trees shall be developed as proposed.

The other open spaces inside the plot shall be suitably landscaped and covered with vegetation of

indigenous tree species.

6. Aji River Front Development Project

Aji River, Rajkot. Appraisal case.

The project proponent did not remain present during the meeting.

Additional Agenda:

It was discussed that Ministry of Environment, Forest & Climate Change, Government of India,

vide its Notification No. S.O. 3999(E) dated 9th December, 2016 made amendment in the EIA

Notification 2006. As per the said amendment Township & Area Development Projects with >1,50,000

sq.mtrs and < 3,00,000 sq.mtrs built up area or covering an area of >50 ha and <150 ha will be

category B projects whereas Township and Area Development Projects with > 3,00,000 sq.mtrs built up

area or covering an area of >150 ha will be category A projects and shall require to obtain prior

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Environmental Clearance from the Central Government in Ministry of Environment, Forest & Climate

Change.

The provisions of amendment dated 09/12/2016 were discussed during the meeting and it was

decided to transfer the applications seeking the prior Environmental Clearance of the project /activity

8(b) - Township and Area Development projects with > 3,00,000 sq.mtrs built up area or covering an

area of >150 ha, which are in process with the State Level Expert Appraisal Committee, to Ministry of

Environment, Forest & Climate Change for further processing of the applications. List of such

applications along with details on stages of processing of the applications are mentioned below:

Sr.No. Name & location of the project Date of

application

received

Date of

SEAC

meeting in

which TOR

were

issued.

Date of

Submission

of EIA

report

Date of

appraisal

of the

project.

1. Aji River Front Development Project, Aji river,

Rajkot.

23/03/2015 16/12/2015 02/11/2016 ---

2. Happy Benchmark Textile Hub, T.P.S.No.33

(Dumbhal), F.P.No.13, O.P.No.8/1, R.S.No.8/P,

Moje: Dumbhal, Choryasi Surat.

13/09/2015 16/12/2015 14/03/2016 04/05/2016

3. Building Construction in balance area of Godrej

Garden City Township, Village: Jagatpur, Ta:

Dascroi, Dist: Ahmedabad.

10/09/2015 27/01/2016 24/10/2016 ---

4. Arvind & Smart Value Home LLP.,

Consolidated Block Numbers: 1263 part, Block

Number 1432, 1433, 1434, 1435, 1417, 1347,

1420, 1421, 1422, 1944, Motibhoyan and

Consolidated Block Numbers 605, 668, Vadser,

Taluka Kalol, Gandhinagar.

31/05/2016 29/06/2016 --- ---

5. Wildwoods Resorts & Realities Pvt. Ltd.,

R.S.No.6P1,6P2,6P3,6P4,6P5/P1,7,8/1,8/2,9p1

11,12p1,13,14,15, 16,17, 18,19,

20,25,138P7,139, 140,141,143p1,143p2,

143p3,144,145,146,147, 151p6, 151p5, 161 of

village – Patla & R.S. No. 22P1/P2, 22 P2/P2,

22P7/P2, 24P2 of Village – Gadhiyachavand,

Ta – Dhari, Dist – Amreli.

06/06/2016 29/06/2016 --- ---

6. Smart Industrial Port City at Village Adipur, Ta:

Gandhidham, Dist: Kutch.

22/11/2016 07/12/2016 --- ---

In view of the above it was decided to forward the applications for seeking prior Environmental

Clearance of the above mentioned projects in Form-1 & Form -1A along with the Terms of Reference

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issued and the EIA report received from the project proponent to SEIAA Gujarat in original and

recommend to transfer the same to Ministry of Environment, Forest & Climate Change for consideration

& necessary action at their end.

--

7. SIA/GJ/MIS/17830/2015 Commissioner of Fisheries, Fisheries Department, Government of Gujarat for Development Mangrol FH (Fishery Harbour) Phase III, At.: Mangrol, District :Junagadh

Appraisal

Project / Activity No.: 7 (e)

M/s. Fisheries Department, Government of Gujarat (herein after Project Proponent – PP)

has submitted application vide their proposal no. no. SIA/GJ/MIS/17830/2015 dated

24/11/2016 along with final EIA report regarding grant of Environmental Clearance.

EIA Report is prepared by M/s: WAPCOS Ltd. (A Government of India Undertaking),

Gurgaon, Haryana based on the ToR issued to the project proponent in the SEAC meeting

dated 12/01/2016.

Public Hearing was conducted by Gujarat Pollution Control Board on 29/06/2016 at

Somnath Bhavan, Kharvavad, Bandar Road, Village: Mangrol, Tal.: Mangrol, Dist.:

Junagadh.

Fish handling capacity of the proposed fishery harbor is 51,600 MT/Annum. As the fish

handling capacity of the Jetty is 10,000 TPA, the project falls in B category of the project /

activity no. 7(e) in the schedule of the EIA Notification, 2006.

The project proponent was called for appraisal of the project in the SEAC meeting held on

14/12/2016.

Project status: New

Project / Activity Details:

Mangrol FH (Fishery Harbour) Phase III is designed for 1000 Boats (800 Trawlers & 200 FRP). It is

need based on number of registered vessels and annual fish catch. Proposed Harbor consists of

Eastern & Western Breakwater of 737.30 m & 532 m respectively on Sea side. Design is approved

by Central Institute of Coastal Engineering for Fisheries (CICEF), Bangalore. Fish handling

capacity of the proposed fishery harbor is 51,600 MT/Annum. The area is situated on the shore line

of Arabian Sea at Mangrol. The soils in the project area are sandy in texture. Shore area about 1

km to the west of the existing Mangrol Harbour was selected and also approved by CICEF for

development of Mangrol Phase-III FH. Total plot area is 36.2 ha [11.68 ha land side facilities &

24.52 ha for marine side facilities] and proposed Green belt area/Tree plantation area will be

16400 sq. m. Estimated cost of the proposed project will be 143.52 Crores. The proposal

envisages developing an outer/ Satellite Harbour as phase-III expansion on the North-Western

side of existing fishery Harbour. The proposed project envisages construction of two break water

viz. Eastern Breakwater- 737.30 m and Western Breakwater – 532.00 m. Dredging is required

close to the shoreline to ensure all time berthing and landing of fish catch. Quay requirement will

be Landing quay- 237 m, Outfitting quay- 60 m, Repair quay- 60 m and Berthing Quay-535 m.

The berth is wharf wall type structure consisting of precast blocks and deck slab. Facilities

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proposed in Harbour are three auction hall for MFVs & FRPs, Fish Net Mending Shed, Fish

storage and Ice plants, Ice Storage facilities near outfitting quay, Sanitary Facilities, Bitumen Road,

Water distribution system, Administrative office, Radio Communication Centre, Electric Room cum

substation, Gear Shed, Workshop, Toilet Blocks, Fuel Pump Area, Boat Parking, Boat Repair Area,

Canteen, Security Cabin, Dormitory, Restroom, Pavement and Parking area, Boat hauling

arrangements etc.

Sea Side Facilities

Sr.

no.

Proposed Facilities Description

1 Landing Quay - 01 237 m x 10 m

2 Idle Berthing Quay ( 01 Jetty ) 204 m x 7 m

Berthing Quay( 01 Wharf) 211 m x 10 m

3 Outfitting Quay - 01 60 m x 10 m

4 Repair Quay - 01 60 m x 10 m

5 Beach Landing 113 m

6 Eastern Break water 737.30 m

7 Western Break water 532.00 m

8 Road Above Eastern Break water 737.30 x 6 m

9 Road Above Western Break water 532.00 x 6 m

Land Side Facilities

Sr.

no.

Proposed Facilities Description

1 Auction Hall (2 Nos.) - MFVs 77 m x 33 m (each)

Auction Hall (1 Nos.)-FRPs 30 m x 24 m

2 Net Mending Sheds (2 Nos.) 20.39 m x 10.23 m

(each)

3 Admin. Building 40 m x 30 m

4 Effluent Treatment Plant 36.83 m x 33 m

5 Boat repair Shop 23 m x 33 m

6 Security Cabin 10 m x 5.20 m

7 Radio Station 30 m x 33 m

8 Road 1965 x 18 m

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9 Gear shed 70 m x 30 m

10 Dormitory with toilet 24 m x 10.8 m

11 Fisherman rest shed 44.48 m x 40 m

12 Restaurant 25.3 m x 6.23 m

13 Public toilet block(2 Nos) 8.2 m x 8.2 m (each)

The dredging and other construction activities normally increase the turbidity levels in the water

column. The total quantity of material to be dredged is 0.68 lakh m3. The whole quality of dredged

material is to be used for reclamation. The change in water-column turbidity during dredging is a

short-term impact. Water quality due to transfer of ions from sediments to water is anticipated. It

can be concluded that apart from short-term increase in turbidity levels, no other significant effect

on marine quality due to dredging is anticipated. No impact on the marine water quality due to the

disposal of dredged material is envisaged. There are no major faunal species observed in and

around the project area. No significant impact on marine ecology is anticipated due to reclamation

of land. The HTL/LTL demarcation for the project site was conducted by Institute of Remote

Sensing (IRS) Anna University, Chennai. As per the CRZ categorization report the project area

falls in Category II. The HTL /LTL Report prepared by Institute of Remote Sensing (IRS) Anna

University, Chennai. No mangroves or any other ecosensitive entity is present in the proposed

project site. Total water requirement for the project will be 401 KL/day (Fresh water 151 KL/day

from GWIL, Sea Water 100 KL/day & Recycled treated waste water 150 KL/day). Fresh water will

be sourced through GWIL (Gujarat Water Infrastructure Ltd.) water supply. The domestic

wastewater generation will be 56.8 KL/day and it will be disposed off through septic tank - soak pit.

Waste water generation from fish washing, future fish processing for fishermen and fishery industry

people working within the fishery Harbour complex and other uses (cleaning of Auction hall and

fish Boxes) will be 232 KL/day and it will be treated in the proposed ETP (Cap. 0.56 MLD)

comprises of primary treatment units. Total 150 KL/day of treated waste water will be reused for

cleaning of auction hall premises (30 KL/day) and for fish washing (100 KL/day). Remaining 82

KL/day of treated waste water conforming to the GPCB norms will be utilized for plantation /

Gardening / Green Belt within premises. Solid waste likely to be generated from construction site

and labour camps during construction phase will be collected and disposed off at designated

disposal site. Fish waste (offal) will be collected from the auction hall and used for manufacturing of

fish meal for animal and poultry feeds etc, during operation phase. Offal may also be used for

making fertilizers for agriculture use. Community toilets with septic tanks will be provided for the

labour involved in construction phase. DG set (100 KVA) will be provided as stand-by facility.

About 300 lit/day diesel will be used as fuel during operational phase. Used Oil / Waste Oil

generated during Operational Phase will be around 0.75 KL/Year from DG Set and Repair of Boat

and this waste shall be recycled from GPCB authorized recyclers. Generated Waste (Manure) from

the waste water treatment (1.83 MT/Year) will be used for green belt development area/ agriculture

purpose. Fish waste (offal) [51.6 MT/Year] collected from the Harbour shall be fed into the

composting machine and it shall be used for manufacturing of fish meal for animal and poultry

feeds or used for making fertilizers for agriculture use. The construction activities could lead to

increased traffic due to plying of construction vehicles. Likewise, increase in fish landings at the

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Mangrol Harbour- III would also increase the traffic in the area. The measures recommended are

Navigation facilities such as harbour entrance channel, basin and different harbour facilities, like

navigation aids include tall beacons, lighthouse, and coloured/lighted buoys, markers, navigation

lights etc. The REIA report submitted by the project proponent covers the baseline data, prediction

and evaluation of impacts, environmental management plan etc. The marine ecological survey

was conducted from 13th to 15th February 2016. The surface as well bottom water samples were

collected from 13 locations. It was observed during the marine ecological survey that the project

area has moderate productivity and berthing area has less and occasional presence of Fish larvae.

Hence, no major impacts are anticipated on marine ecology due to construction and operation of

the proposed project. No significant impact on marine ecology is anticipated due to reclamation of

land. The software “Hydrodyn-MUDSOFT” has been utilized to assess the instantaneous rates of erosion and deposition for various tidal conditions i.e. spring and neap tides. The sediment

transport model was run for 15 days continuously covering spring and neap tide conditions to

understand the basic sediment transport behavior in the study domain without any development. It

was observed that there will be no significant change in the sedimentation processes due to the

development of port facilities. The wave modeling and tranquility studies carried out have

established that tranquility conditions prevail at the harbor facility for most of the time in a calendar

year. The proposed breakwaters and the berth alignment in the harbor basin have ensured that the

currents and tides around the jetty berths are well within threshold limits applicable for safe

berthing of fishing vessels most of the time thus enabling unhindered operations at the port

through-out the year. The operation phase will provide significant opportunities for employment in

skilled, semi-skilled & unskilled categories. Thus the proposed project would be considerably

beneficial to the socioeconomic conditions of local area. Beside direct employment, rise in indirect

employment and enterprise development due to proposed project would also be significantly

beneficial to the economy of local area. These direct and indirect employments would improve

economic opportunities and conditions. This would enhance the livelihood patterns of the region.

The project proponent will improve the socio-economic condition as well as status of health and

education in the region. Thus, the project would have a significant positive impact on the overall

economy of the area.

Observations & Discussions: Technical presentation was made by the project proponent. The

baseline environmental quality has been assessed for various components of the environment viz.

air, water, noise, biological and socioeconomic aspects. The baseline environmental study carried

in the study area of 10 km radial distance from project site for the period November 2015 to

January 2016. Ambient air quality monitoring was conducted at four locations in the study area.

The parameters monitored were PM10, PM2.5, SO2 and NOx. The baseline ambient air quality

results show average concentration of PM10, PM2.5, SO2 and NOx are well below the National

Ambient Air Quality Standards (NAAQS). Software modeling was carried out for predicting the

Ground Level Concentration [GLC] of SPM, SO2 and NOx. The GLC values shows minimal

increase due to the projected emission from the proposed project. Air pollution modeling in the EIA

report shows that the incremental concentration is quite low due to the proposed project. Potential

impacts pertaining to the air environment, water environment, land / soil environment, noise

environment, socio-economic environment etc. have been identified and appropriate mitigation

measures including comprehensive monitoring program has been prescribed for the same. While

discussing about the CRZ clearance, representatives of the project proponent informed that they

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have applied for CRZ clearance and it is under process. Committee noted that this project would

be considerably beneficial to the socioeconomic conditions of local area and the project would

have a significant positive impact on the overall economy of the area. After detailed discussion, it

was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

8. SIA/GJ/IND2/59892/2016 M/S. Moradia Brothers Chem Pvt. Ltd. Block No. 45, Jalbhumi Industries Estate, Vill. Atodara, Ta. Olpad, Dist. Surat

Appraisal/ Reconsideration

Project / Activity No.: 5(f)

M/s: Moradia Brothers Chem Pvt. Ltd herein after Project Proponent – PP) submitted

application for obtaining environmental clearance for project on 17/06/2016.

PP was called for presentation in the SEAC meeting dated 28/07/2016.

During the meeting, Committee noticed that PP has submitted copy of non agriculture

status of the land, distance of surrounding entities from the proposed project including

satellite image, undertaking regarding chemicals used in the project are not coming under

major accident hazard (MAH) categories. Lay out of the unit includes separate entry and

exit. Looking to the low pollution potential of the proposal, committee unanimously decided

to categorize proposal under B2 category and the following additional information was

sought for appraisal of the project.

Project status: New


This is a new project for manufacturing of Synthetic organic chemicals and has applied for

following products as tabulated below:

Sr. No. Name of Product Capacity

1. Sodium Benzoate 100 MT/Month

The project falls under project activity 5(f) as per the schedule of EIA Notification 2006.

The location of the unit is outside the notified area. As per amendment to EIA Notification, 2006

vide SO 1599 (E) dated 25.06.2014, small units are categorized as Category “B” projects. Small units are defined as with water consumption less than 25 M3/day; Fuel consumption less than 25

TPD; and not covered in the category of MAH units as per the Management, Storage, Import of

Hazardous Chemical Rules (MSIHC Rules), 1989. During presentation, PP informed that water

requirement is 4.4 KL/day, Fuel requirement is 0.8 MT/day and Chemicals to be used are not

covered in MAH category. Hence, the proposed project falls under Category B of project activity

5(f) as per the EIA Notification 2006.

Plot area is 463.70 Sq. meter. Unit has proposed 143.70 Sq. meter area for green belt

development. Estimated cost of proposed expansion is Rs. 40 lakhs. Fresh water requirement will

be met through bore well. Fresh water consumption will be 4.4 KL/day. (0.8 KLPD Domestic + 1.60

KLPD for gardening and 2.0 KLPD for industrial purpose). Wastewater generation will be 0.60

KLPD from domestic use and will be disposed off into soak pit/septic tank system. There is no

industrial waste water generation. PP has proposed to install one TFH (600 U). Imported coal/agro

waste of 0.80 MTPD is proposed as fuel. Cyclone separator is proposed as air pollution control

measure. There will be no D.G. Set for alternate power arrangement. There will be no process

emission. Details of hazardous waste generation and its management proposed are as under.

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Observations & Discussions: Technical presentation was made by the project proponent. In view

of the MoEF&CC’s OM vide no. J-13012/12/2013-IA-II (I) dated 24/12/2013, Committee asked PP

to prepare EIA-EMP report as per the EIA Notification 2006, which was agreed to by the project

proponent. After deliberation on various aspects, following additional TOR was prescribed for the

EIA study covering 5 km radius of the project boundary.

1. Land Possession Documents of the proposed site. NA permission letter from concern

authority.

2. Demarcation of proposed project activities in lay out plan.

3. Exact details about infrastructural facilities, plant machineries etc. required for the proposed

project.

4. Project site specific details such as aerial distance of the project site from the nearest (1)

Village-Nearest residential area (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir /

Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7)

Aanganwadi/School/College/Institute etc. and likely impact on them due to the proposed

project along with the mitigation measures proposed to minimize the likely impact. Give

satellite image of 5 km radius.

5. Ensure that there is no National Park / Wild Life Sanctuary/Eco Sensitive area etc. within 10

km radius of the proposed project.

6. Legal Undertaking stating that unit is complying the three conditions [i.e. water consumption

less than 25 M3/day; Fuel consumption less than 25 TPD; and not covered in the category

of MAH units as per the Management, Storage, Import of Hazardous Chemical Rules

(MSIHC Rules), 1989] as per the amendment to EIA Notification, 2006 vide SO 1599 (E)

dated 25.06.2014.

7. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin

all round the periphery for unobstructed easy movement of the emergency vehicle / fire

tenders without reversing back. Mark the same in the plant layout.

8. Proposed monthly production of each product and product wise monthly consumption of

each raw material.

9. Chemical name of each proposed product to be manufactured. Details on end use of each

product. Manufacturing process along with chemical reactions, mass balance for each

product.

10. Water balance diagram (including reuse-recycle, if any) along with qualitative and

quantitative analysis of each waste stream to be generated from the manufacturing process

of each product to be manufactured along with mass balance.

11. Stream wise qualitative & quantitative analysis of each waste stream (including process

Sr. No.

Type of Waste

Total Quantity

Facility

01. Used oil 100 liter/Year

Used oil will be sold only to the registered recyclers or reused as lubricant for machinery within the factory.

02. PP Bags 85 Nos./Month

Either reused or returned back to suppliers or sold only to the authorized vendors

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water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated.

Give segregation scheme at source. Characteristics of untreated and treated wastewater.

A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment

facilities proposed for the wastewater to be generated. The characteristic on which

treatability is based shall also be stated.

12. Details of the ETP units including its capacity, size of each unit, retention time and other

technical parameters. Commitment for achieving inlet norms of the common facility with

technical details.

13. Action plan for ‘Zero’ discharge of effluent shall be included. Notarized undertaking for assuring that underground drainage connection will not be taken in the unit.

14. Undertaking stating that a separate electric meter will be provided for the ETP & MEE.

15. Economical and technical viability of the effluent treatment system to achieve Zero Liquid

Discharge (ZLD)..

16. Plans for management and disposal of waste streams to be generated from spillage,

leakages, vessel washing, used container washing etc. Measures proposed for preventing

effluent discharge during unforeseen circumstances.

17. One season Site-specific micro-meteorological data using temperature, relative humidity,

hourly wind speed and direction and rainfall should be incorporated.

18. Anticipated environmental impacts due to the proposed project/production may be

evaluated for significance and based on corresponding likely impacts VECs (Valued

Environmental Components) may be identified. Baseline studies may be conducted within

the study area of 5 km for all the concerned/identified VECs and likely impacts will have to

be assessed for their magnitude in order to identify mitigation measures.

19. One complete season base line ambient air quality data (except monsoon) to be given

along with the dates of monitoring. The parameters to be covered shall be in accordance

with the revised National Ambient Air Quality Standards as well as project specific

parameters. Locations of the monitoring stations should be so decided so as to take into

consideration the pre-dominant downwind direction, population zone and sensitive

receptors. There should be at least one monitoring station in the upwind direction. There

should be at least one monitoring station in the pre dominant downwind direction at a

location where maximum ground level concentration is likely to occur.

20. Modelling indicating the likely impact on ambient air quality due to proposed activities. The

details of model used and input parameters used for modelling should be provided. The air

quality contours may be shown on location map clearly indicating the location of sensitive

receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction

should also be indicated on the map. Impact due to vehicular movement shall also be

included into the prediction using suitable model. Results of Air dispersion modelling should

be superimposed on satellite Image / geographical area map.

21. Base line status of the noise environment, impact of noise on present environment due to

the project and proposed measures for noise reduction including engineering controls.

22. Specific details of (i) Process gas emission from each unit process with its quantification, (ii)

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Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air

pollution control measures for process gas emission, measures to achieve the GPCB

norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each

utility (vi) Flue gas emission rate from each utility (vii) Air Pollution Control Measures

proposed to each of the utility along with its adequacy (viii) List the sources of fugitive

emission along with its quantification and proposed measures to control it.

23. Specific details of fugitive emission from the unit along with its quantification and proposed

measures to control it along with measures proposed to monitor VOC within work area.

Details of ventilation system proposed in the work area. Measures proposed to keep the

work area environment as per the norms of GFR.

24. Details of measures proposed for noise pollution abatement & its monitoring.

25. Details of management of the hazardous wastes to be generated from the project stating

detail of storage area for each type of waste, its handling and its disposal. How the manual

handling of the hazardous wastes will be minimized?

26. Methodology of de-contamination and disposal of discarded containers and its record

keeping.

27. Measures proposed to be taken for the work area ambient air quality monitoring as per

Gujarat Factories Rules.

28. A detailed EMP including the protection and mitigation measures for preventing impacts on

human health and environment as well as detailed monitoring plan with respect to various

parameters and responsible head for the environmental management cell and

environmental management cell proposed for implementation and monitoring of EMP.

29. Detailed socio-economic development measures including community welfare program

most useful in the project area for the overall improvement of the environment.

30. A tabular chart for the issues raised and addressed during public hearing/consultation and

commitment of the project proponent on the same should be provided. An action plan to

address the issues raised during public hearing and the necessary allocation of funds for

the same should be provided.

31. A detailed Green Belt Development Program including annual budget, types & number of

trees to be planted, area under green belt development [with map]; along with commitment

of the management to carry out the tree plantation activities outside the premises at

appropriate places in the Industrial estate and elsewhere.

32. Details of hazardous characteristics and toxicity of raw materials and products to be

handled and the control measures proposed to ensure safety and avoid the human health

impacts. This shall include the details of Antidotes also.

33. Details of quantity of each hazardous chemical to be stored, Material of Construction of

major hazardous chemical storage tanks, threshold storage quantity as per schedules of

the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous

chemicals. How the manual handling of the hazardous chemicals will be minimized?

34. Details of the separate isolated storage area for chemicals. Details of fire extinguishers,

flame proof electrical fittings, DCP extinguishers and other safety measures proposed.

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35. Specific safety details / provisions for various hazardous chemicals and detailed fire control

plan for flammable substances.

36. Details of possibilities of occupational health hazards from the proposed manufacturing

activities and proposed measures to prevent them.

37. Detailed risk assessment report including prediction of the worst-case scenario and

maximum credible accident scenario along with damage distances and preparedness plan

to combat such situation and risk mitigation measures. Vulnerable zone demarcation.

38. Submit checklist in the form of Do’s & Don’ts of preventive maintenance, strengthening of HSE, mfg utility staff for safety related measures.

39. A tabular chart with index for point-wise compliance of above details.

The above mentioned project specific TORs/additional TORs and the model TORs available in the

MoEF’s sector specific EIA Manual for synthetic organic chemical industry shall be considered as

generic TORs for preparation of the EIA report in addition to all the relevant information as per the

generic structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report

shall be submitted to the Gujarat Pollution Control Board for conducting the public consultation

process as per the provisions of the EIA Notification, 2006. The project shall be appraised on

receipt of the final EIA report.

Validity of ToR:

The ToRs prescribed for the project will be valid for a period of three years for submission

of EIA & EMP report accordingly, ToR will lapse after 13/12/2019.

The period of validity could be extended for a maximum period of one year provided an

application is made by the applicant to the Regulatory Authority, at least three months

before the expiry of valid period together with an updated Form-I, based on proper

justification and also recommendation of the SEAC.

9. SIA/GJ/IND2/6399/2015 M/s: Pranshav Health Care Plot no. 824/16, Near Metco roof , GIDC, Jaghadia, Dist. Bharuch,

Appraisal


M/s: Pranshav health care (herein after Project Proponent – PP) has submitted application

vide their proposal no. SIA/GJ/IND2/6399/2016 dated 08/11/2016 regarding grant of

Environmental Clearance.

Project proponent has submitted EIA Report prepared by M/s: Jyoti Om Chemical

Research Centre Private Limited, Vadodara based on the TOR prescribed to the project in

SEAC meeting dated 25/02/2016.

Project status: Expansion


This is an existing unit engaged in manufacturing of in-organic chemicals and now proposes for

manufacturing of Pharma Intermediates and Pharmaceutical products as tabulated below:

List of Existing Products (As Per CTE No. 70101)

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Sr.

No.

Product Name Quantity (MT/M)

1. Potassium Chloride And/or 500

(either individual

of total 7 product)

2. Potassium fluoride And/or

3. Potassium Bromide And/or

4. Potassium sulphate And/or

5. Calcium sulphate And/or

6. Magnesium sulphate And/or

7. Sodium Bromide And/or

8. Manganese Sulphate 27% solution 50

Total 550

List of Proposed Products:

Sr. No. Product Name Quantity (MT/Month)

Group A-Individual Product

1. Atorvastatin calcium 20

2. CH base (Product) 49

3. Pentaprazol Sodium 30

4. Tertiary Butyl Hydroquinone 40

Total 139

Group B-Pharmaceutical Drug

PROTON PUMP INHIBITOR (REDUCTION OF

GASTRIC ACID/ ANTACID) 20

5. Esomeprazole Magnesium Di hydrate And/or

OCULAR CARBONIC ANHYDRASE INHIBITOR

(FOR OPEN ANGLE GLAUCOMA)

6. Brinzolamide And/Or

7. Dorzolamide HCl And/Or

ANTI-DIABETIC DRUGS

8. Canagliflogin And/Or

9. Dapagliflozin And/Or

10. Vildagliptin And/Or

CHEMOTHERAPEUTIC DRUG

11. Capecitabine And/Or

ANTIBIOTIC

(3RD

GENERATION CEPHALOSPORIN)

12. Cefsulodine Sodium And/Or

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Page 39 of 50

ANTICOAGULANTS

13. Dabigetran And/Or

14. Rivaroxaban And/Or

FOR TREATMENT OF PREMATURE

EJACULATION

15. Dapoxetine Hydrochloride And/Or

FOR TREATMENT OF HIV INFECTION

16. Darunavir And/Or

ANTHRAQUINONE

(FOR TREATMENTOF OSTEOARTHRITIS)

17. Diacerein And/Or

ANTI-HYPERTENSIVE DRUGS

18. Telmisartan And/Or

19. Cilnipine And/Or

LEUKOTRIENE ANTAGONIST (FOR TREATMENT

OF BRONCHIAL ASTHMA)

20. Montelukast Sodium And/Or

ANTI-FUNGAL DRUGS

21. Posaconazole And/Or

ATYPICAL ANTI-PSYCHOTIC

(FOR TREATMENT OF SCHIZOPHRENIA)

22. QuetiapineHemifumarate And/Or

PREVENT OSTEOPOROSIS

23. Risedronate Sodium And/Or

ANTIDEPRESSANT DRUGS

24. Vilazodone HCl And/Or

25. Agomealtine And/Or

ANTI-PSYCHOTIC DRUG

26. Levosulpiride And/Or

ANTI-EPILEPTIC DRUGS

27. Carbamazepine And/Or

28. Levetiracetam And/Or

ANTIMUSCARINIC DRUG

(FOR TREATMENT OF OVERACTIVE BLADDER

SYNDROME)

29. Fesoterodine And/Or

HYPERTENSION

30. Bosentan Monohydrate And/Or

FOR TREATMENT OF GOUT

31. Febuxostat And/Or

Group C-Paraben

32. Methyl Paraben And/Or 50

33. Ethyl Paraben And/Or

34. Propyl Paraben And/Or

Page 40 of 50


Page 40 of 50

35. Butyl Paraben And/Or

36. Iso Propyl Paraben And/Or

Group D -Intermediate

37. 4- Amino Pyridine And/Or 40

38. Dimethyl AmenoPropiophenone And/Or

39. Guaicol And/Or

40. Veratrole And/Or

41. Diethyl Ethyl Melonate And/Or

42. 3,5 Dinitrobenzoic acid And/Or

43. P - HydroxyAcetoPhenone And/Or

44. CetylPyridinium Chloride And/Or

45. Lauryl Pyridinium Chloride And/Or

46. Ambroxol Hydrochloride And/Or

47. Acebrophylline And/Or

48. 3,5 DibenzyloxyAcetophenone And/Or

49. Methyl Nicotinate And/Or

50. Furoic Acid And/Or

51. 1(2,3 Dichloro Phenyl) Piperazine And/Or

52. 1h,1,2,4 Triazole And/Or

53. Lasamide And/Or

54. 1 (2,4 DichloroPhynyl) 2 (1- Imidazoleylethanol)

And/Or

55. 2-Mercaptobenzimidazole And/Or

56. Bronopol (BP) And/Or

57. 2 Mercapto 5 MethoxyBenzimimidazone And/Or

Group E-Fine Chemicals

58. Methyl Acetate And/Or 200

59. Ethyl Acetate And/Or

Total 449

The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification

2006.

Plot area is approx. 5375 sq.m. Unit has proposed 1360 sq. m area for green belt/tree plantation.

Estimated cost of proposed expansion is Rs.5.85 Crores. Total water consumption after proposed

expansion will be 123 KL/day [Fresh 64 + Recycle 59]. Industrial waste water generation at present

is NIL. Industrial waste water generation after proposed expansion will be 61 KL/day. Unit has

proposed Effluent treatment plant comprises of Primary, Secondary and Tertiary treatment facilities

followed by RO system (75 KL/day) and Evaporator (20 KL/day). Domestic waste water (8.5

KL/day) will be disposed off into septic tank/soak pit system.

Details water consumption including Reuse / recycle:

Sr.

No. Section

Water Consumption KL/Day

As Per CTE

No.- 70101

Proposed

Expansion Total

Page 41 of 50


Page 41 of 50

1. Domestic 2.5 10 12.5[Fresh]

2. Industrial

2.1 Process 3 38 41[Fresh24.5 + Recycle 16.5]

2.2 Boiler 2 25 27[Fresh]

2.3 Cooling 0.5 30 30.5[Recycle 30.5]

2.4 Gardening 2 5 7[Recycle]

2.5 Other

(Washing) 0 5 5 [Recycle]

Total (Industrial) 7.5 103 110.5

[Fresh51.5 + Recycle 59]

Total

(Industrial +

Domestic)

10 113 123

[Fresh 64 + Recycle 59]

Waste water generation

Sr.

No.

Section Waste Water Generation

Existing

KL/Day

Proposed

KL/Day

Total

KL/Day

1 Domestic 1.5 7 8.5

2 Industrial

2.1 Process 0 46 46.5

2.2 Washing 0 5 5

2.3 Boiler 0 5 5

2.4 Cooling 0 5 4.5

Total (Industrial) 0 61 61

TOTAL

(Domestic + Industrial)

1.5 68 69.5

Details of fuel gas emissions

Sr.

No.

Stack Attached

To

Stack

Height

Fuel Consumption Air Pollution Control

System

As per CTE-70101

Page 42 of 50


Page 42 of 50

1. IBR Boiler

( 2TPH)

11 m Baggase:- 700 Kg/Day Multi Cyclone + Bag

Filter + Water Scrubber

For Proposed Expansion

1. IBR Boiler

( 2TPH)

11 m Baggase:- 1000 Kg/Day Multi Cyclone + Bag

Filter + Water Scrubber

2. DG Set*

(1000KVA)

(2nos.)

11

Diesel

(220 L/Hr) --

Details of process emission

Sr.

No.

Stack

Attached

To

Stack

Height

(m)

Stack

Diameter

(m)

Air Pollution

Control System

Type of

Emission

Permissible

Limit

Existing

There is no any process gas emission in due to existing product.

Proposed

1. Reactor

Vessels

25 0.5 Water Scrubber +

Alkali Scrubber

HBr

SO2

HCl

NOx

Cl2

H2S

20 mg/Nm3

40 mg/Nm3

20 mg/Nm3

25 mg/Nm3

9 mg/Nm3

40 mg/Nm3

Water Scrubber+

Acid Scrubber

NH3

175 mg/Nm3

Details of hazardous waste / solid waste management details is as tabulated below:

Sr.

No.

Name of

Waste

Quantity

As per CTE

No. 70101

Proposed

Quantity

Total Quantity Treatment & Disposal

1 Process

Organic

residue

0 103

MT/Month

103

MT/Month

Collection, storage,

transportation & disposal

by incineration at BEIL

or send for co-processing

in cement industries.

2 Solvent

Residue

0 63

MT/Month

63

MT/Month





Page 43 of 50


Page 43 of 50

in cement industries.

3 Process

Inorganic

Residue

0 29

29

Sent to TSDF

4 Spent

charcoal and

hyflo

0 32

MT/Month

32

MT/Month


transportation &

disposal by incineration

at BEIL or send for co-

processing in cement

industries

5 Spent

Solvents

0 42

MT/Month

42

MT/Month





in cement industries

6 ETP Sludge

+MEE salt

0 22.66

MT/Month

22.66

MT/Month


transportation &

disposal to TSDFsite of

M/s. BEIL, Ankleshwar

7 Discarded

Container/

Bags/liner

40 Nos.

200Nos. 50 Nos.

300 Nos.

90 Nos.

500 Nos.

After detoxification sent

to Authorized agencies

9 Used Oil 0.012

MT/Month 0.001

MT/Month

0.013

MT/Month

After detoxification

sentto Authorized

agencies

10 Process

Waste

8.334

MT/Month 0 8.334

MT/Month

Sent to TSDF site of


11 Gypsum

Sludge

10

MT/Month 0 10

MT/Month

Sent to TSDF site of


OR Brick manufacturer.

12 Briquette

Ash*

18.334

MT/Month 10

MT/Month

28.334

MT/Month

Sold to Brick

Manufactures.

Observations / Discussion:

Technical presentation made during the meeting by project proponent. The baseline environmental

quality has been assessed for various components of the environment viz. air, noise, water,

biological and socioeconomic aspect. The baseline environmental study has been conducted for

the study area of 5 km radial distance from project site for the period during March, 2015 to May,

2015. Ambient Air Quality monitoring was carried out for PM10, PM2.5, SO2, NOx, HBr, H2S, CL2,

NH3,CO and VOC at eight locations, including the project site. During the study period the value of

PM10 at monitored locations is ranged between 83-34 μg/m3 while the value PM2.5 fluctuates in the range of 43-20 μg/m3. The value of SO2 and NOx were observed to be in the range of 17- 9

μg/m3 and 20-10 μg/m3 respectively. The value of HCl was observed to be in the range of 5- 2

μg/m3. The values of HBr, H2S, Cl2 and NH3 were found Below Detectable Limit (BDL). The value of VOC at monitored locations is ranged between 0.7- 0.3 ppm. The value of NH3 and CO was

observed to be in the range of 3.8-1.1 μg/m3 and 0.8-0.3μg/m3 respectively. The average

Page 44 of 50


Page 44 of 50

concentration of PM10, PM2.5, SO2, NOx and CO is within prescribed limit at all locations. The

incremental Ground Level Concentration (GLC) has been computed using ISCST – 3 model. The

resultant concentrations are within the NAAQS. Risk assessment report submitted.

The unit has dropped several product and they have submitted revised Form-1 and PFR with EIA

report. The changes occurred are as follow: (1) Unit has dropped product i.e. Dexlansoprazole,

Irbesartan, Nebivolol HCl, Tamsolosin HCl and Fingomod HCL. (2) The process of manufacturing

Pentaprazole sodium has been changed due to high quantity of mother liquor generation and water

& solvent requirement is high. (3) The total water consumption will be 123 KLD (64 KL Fresh and

59 KL recover) instead of 285 KL (152 KL Fresh and 133KL Recycle). (4) Total wastewater

generation is 61 KLD instead of 173 KLD. (5) Hazardous waste quantity is decreased. While

reviewing EIA report Committee found that PP has proposed two options for waste water

management viz. Discharge to NCTL and ZLD. Committee asked PP to maintain ZLD only to

which PP was agreed upon. Committee observed that compliance of ToR regarding by- products,

waste water management etc. were not addressed properly. After detailed deliberations the

Committee sought following additional information for further consideration of the proposal:

1. Undertaking regarding complete zero Liquid Discharge (ZLD).

2. Revised water balance with no use of recycling waste water for gardening purpose.

3. Compliance of ToR no. 34 regarding management of By-products in context of Hazardous

waste Rules-2016.

4. Details of R&D Products in context to ToR no. 8, 9 &10.

5. Copies of XGN generated Inspection reports with analysis reports of the

water/Air/Hazardous samples collected by GPCB (Last 2 years). Copies of instructions

issued by GPCB in last 2 years and point wise compliance thereof. Ensure that there are

no court cases pending against the project and there are no any notices from the Board to

their unit u/s 5 of the Environment (Protection) Act, 1986 and section 18 of the Air

(Prevention and Control of Pollution) act, 1981 since last two year.

10. SIA/GJ/IND2/17664/2015 M/s: Alliance Chemicals Plot No. C-156, Ta. Dahej Ph-1, Vagra, Dist. Bharuch,

Appraisal

The project proponent did not remain present during the meeting. It was decided to call them in one of the upcoming meetings of SEAC.

11. SIA/GJ/IND2/17720/2015 M/s: Calibre Chemicals Pvt. Ltd. Plots No.901,903,905,9 07,1002,1004 & 1006, GIDC Sarigam, Umargam, Valsad

Appraisal


M/s: Calibre Chemicals Pvt. Ltd. (herein after Project Proponent – PP) has submitted

application vide their proposal no. SIA/GJ/IND2/17720/2016 dated 09/11/2016 regarding

grant of Environmental Clearance.

Project proponent has submitted EIA Report prepared by M/s: Precitech Laboratories Pvt.

Ltd., Vapi, based on the TOR prescribed to the project in SEAC meeting dated 10/03/2015.

Project status: Expansion

Page 45 of 50


Page 45 of 50


This is an existing unit engaged in manufacturing of in organic chemicals and now proposed to

manufacture Synthetic Organic Chemicals as tabulated below:

Sr.

no.

Name of Finished products Quantity in MT/Month

Existing Proposed Total

Existing Products*

1. Potassium/ Sodium/ Ammonium

Bisulphate/ Persulphates

550 Nil 550

2. Potassium/ Sodium/ Calcium/

Lithium/ Magnesium/ Ferrous/

Barium/ Ammonium/ Copper

Iodides, Iodated & Periodates/

Ethylene diamine dihydroiodide,

Hydroiodic acid

250 Nil 250

3. Potassium/ Sodium/ Zinc/ Barium

Bromides, Bromates

50 Nil 50

4.

Sodium/ Magnesium/

Barium/Strontium/lithium

Perchlorates

320 Nil 320

5. Perchloric Acid (60%, 70%) 30 Nil 30

6.

Sodium/Zinc/Barium

Selenites/Selenates/Selenium

Oxides

50 Nil 50

7. Cobalt

Carbonate/Sulphate/Chloride

50 Nil 50

Existing By-Products

1. Mixed Sulphate 120 Nil 120

2. Sodium Hypo chloride 20 Nil 20

3. Sodium Chloride 30 Nil 30

Proposed Products

1. Povidone Iodine

NIL 1000 1000

2. Triethanolamine HydroIodide

3 5,7,-Diiodo-8-Hydroxyquinoline

4. 5-Chloro,7-Iodo Hydroxyquinoline

Page 46 of 50


Page 46 of 50

5. Iodine Trichloride

6. Iodine Monochloride

7. Tetraiodoethylene Nil 300 300

8. Selenium Sulphide Nil 100 100

9. 1-Iodobutane

NIL 100 100

10. 2-Iodopropane

11. 4-Iodophenol

12. Iodobenzene Diacetate

13. Methyl Iodide

14. Diiodomethane

15. Ethyl Iodide

16. Iodotrimethylsilane

17. Magnesium Stearate

18. Calcium Stearate

19. Zinc Stearate

20. Trimethylsulfoxonium Iodide

21. Iodoform Nil 50 50

22. 1-Iodopropane

Nil 10 10 23. Iodobenzene

24. N-Iodosuccinimide

Proposed By Products

25. Sodium Acetate Nil 285 285

26. Sodium Iodide (22.5% Sol) Nil 255 255

27. Hydrochloric Acid Nil 795 795

28. Aluminium Salt Nil 125 125

29 Sodium Sulphate Nil 40

30. Potassium Salt Nil 110 110

Total 1470 3170 4640

The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification

2006.

Page 47 of 50


Page 47 of 50

This is an existing unit and unit has obtained CC&A of the GPCB. Total plot area is 23840 sq. m.

Unit has proposed 3272 sq m area for the green belt development/ Tree plantation. Expected

project cost is Rs. 5.10 Crores. Fresh water requirement after proposed expansion will be

increased from 100 KL/day to 164 KL/day (23 KL Domestic, 136 KL Industrial & 5 KL Gardening)

which will be sourced through GIDC water supply. Industrial wastewater generation after the

expansion will be increased from 35.5 KL/day to 86 KL/day. Industrial effluent will be segregated in

two streams. General stream (75.5 KL/day) and high TDS steam (10.5 KL/day). The high TDS

stream will be evaporated in evaporator and the condensate will be recycled as cooling tower

make up. In existing operations, the waste water streams are segregated and the high TDS stream

is sent to evaporator where mixed sulphates are recovered and the condensate is recycled as

cooling tower make-up. The same practice will be carried out for high TDS stream after proposed

expansion project. For the proposed expansion project, full fledge ETP with primary, secondary

and tertiary treatment facilities will be constructed. After treatment, treated waste water will be sent

to guard pond for further discharge to CETP-Sarigam. Domestic waste water (20 KL/day) will be

disposed off into Septic tank/ soak pit system. Natural gas to the tune of 65 SCM/hr will be used

as fuel for existing 0.75 TPH steam Boiler. Natural gas to the tune of 120 SCM/hr will be used as

fuel for existing 2 TPH steam Boiler. Natural gas to the tune of 30 SCM/hr (for each) will be used

as fuel for existing two TFHs (1 Lakh Kcal/hr each). Natural gas to the tune of 80 SCM/hr (for each)

will be used as fuel for existing two tray dryers (1 Lakh Kcal/hr each). Natural gas to the tune of 40

SCM/hr will be used as fuel for existing HAG of Spray Dryer (2 Lakh Kcal/hr each). HSD the tune

of 65 SCM/hr will be used as fuel for existing stand-by DG set (62.5 KVA). Natural gas to the tune

of 80 SCM/hr will be used as fuel for proposed tray dryer (1 Lakh Kcal/hr). Natural gas to the tune

of 120 SCM/hr will be used as fuel for proposed 2 TPH steam Boiler. Natural gas to the tune of 60

SCM/hr will be used as fuel for proposed TFH (2 Lakh Kcal/hr). From existing operations, hydrogen

gas is generated from the process. It is vented out with 1:100 air dilutions through adequate vent.

Alkali scrubber is provided as APCD for traces of iodine and bromine generated from reactor and

electrolyzer. Bag filter and wet scrubber is used as APCD to control emissions in form of

particulate matter from spray and tray dryer. Alkali scrubber will be installed to check any trace

emission while charging Iodine during manufacturing of Methyl Iodide, Trimethylsulfoxonium

Iodide, Ethyl Iodide, Diiodomethane, 1-Iodopropane, 2-Iodopropane, 1- Iodobutane, Iodoform,

Triethanolamine Hydiodide, Iodotrimethylsilane and Tetra Iodoethylene. Alkali scrubber will be

installed to check any trace emission while charging of Iodine and chlorine traces during

manufacturing of Iodine Mono-chloride, Iodine Trichloride and N-Iodosuccinmide. Alkali scrubber

will be installed to check any trace emission while charging HCl during manufacturing of 5- Chloro

7-Iodo Hydroxyquinoline, 5, 7, Diiodo- 8 Hydroxyquinoline and Diiodosalicylic acid. Adequate stack

height is/will be provided to all stacks In existing operations, hydrogen gas is generated from the

manufacturing process. The gas is vented out with 1:100 air dilution through adequate vent.

Complete details is tabulated as below:

Sr.

no

.

Equipment’s Products/Process Type of

Emission

Vent

Detail

s

APCM

Existing process emission

1 Exhaust 1 to 5 Persulphate Process H2 gas H: 6.0 1:100

Page 48 of 50


Page 48 of 50

m

D: 0.2

m

air

Dilution

2 Persulphate

Process 1 to 4

Persulphate Process H2 gas H: 6.0

m

D: 0.2

m

1:100

air

Dilution

3 Electrolyzer

Exhaust 6 to 8

Perchlorate Process H2 gas H: 6.0

m

D: 0.2

m

1:100

air

Dilution

4 Electrolyzer

Exhaust 9 &

10

Iodides/Iodates/Bromides/Bromat

es

Traces of

Iodine,

Bromine

H: 6.0

m

D: 0.2

m

Alkali

Scrubbe

r

5 Iodate-

Iodide/Bromat

e-Bromide

Reactor


es

Traces of

Iodine,

Bromine

H: 6.0

m

D: 0.2

m

Alkali

Scrubbe

r

6 Persulphate

Dryer - 1

Persulphate Process PM H: 6.0

m

D: 0.2

m

Cyclone

& Bag

Filter

7 Selenite Dryer Selenites PM H: 6.0

m

D: 0.2

m

Cyclone

& Wet

Scrubbe

r

Proposed additional process emission

8 Persulphate

Dryer – 2

Persulphate Process PM H: 6.0

m

D: 0.2

m

Cyclone

& Bag

Filter

9 Exhaust 11 to

13

Persulphate Process H2 gas H: 6.0

m

D: 0.2

m

1:100

air

Dilution

10 Electrolyzer

Exhaust 14 to

16

Perchlorate Process H2 gas H: 6.0

m

D: 0.2

m

1:100

air

Dilution

11 Iodate-Iodide/

Bromate-

Bromide

Reactor – 1 to

4


es

Traces of

Iodine,

Bromine

H: 6.0

m

D: 0.2

m

Alkali

Scrubbe

r

12 Process Methyl Iodide, Traces of H: 6.0 Alkali

Page 49 of 50


Page 49 of 50

Reactor - 1 Trimethylsulfoxonium Iodide,

Ethyl Iodide

Diiodomethane,

1-Iodopropane,

2-Iodopropane,

1-Iodobutane,

Iodoform,

Triethanolamine Hydiodide,

Iodotrimethylsilane Tetra Iodoethylene.

Iodine m

D: 0.2

m

Scrubbe

r

13 Process

Reactor - 2

Iodine Mono-chloride,

Iodine Tri-chloride

N-Iodosuccinmide

5-Chloro 7-Iodo Hydroxyquinoline

5,7, Diiodo- 8 Hydroxyquinoline

Diiodosalicylic acid

Traces of

Iodine,

Chlorine &

HCl

H: 6.0

m

D: 0.2

m

Alkali

Scrubbe

r

Note: H=Height, D=Diameter

ETP waste & evaporator salt, (150 MT/Month), Process salt (205 MT/Month) will be disposed off at

the Common TSDF site. Process residue (9 MT/Month) and Oily Cotton waste will be disposed off

at the CHWIF. Discarded barrels / containers / bags / liners (1250 Mt/Year) will be either reused or

returned back to suppliers or sold only to the authorized vendors after decontamination. Used oil

(5 KL/Year) will be sold only to the registered recyclers. Spent carbon will be send to cement

industries for co-processing. Toluene, Acetone, Chloroform, Petroleum Ether and Acetic Acid will

be used as solvents in the manufacturing process. Solvent recovery will be done through series of

condensers having cooling water & chilled water. Solvent will be collected & stored properly by

pump from jacketed receiver having chilled water. The recovered solvents will be reused in

manufacturing process. All the solvents will be directly distilled from products and purified in

packed column with the help of reflux and therefore there will be no generation of any distillation

residue from the solvent distillation.

Observations / Discussion:

Technical presentation made during the meeting by project proponent. The baseline environmental

quality has been assessed for various components of the environment viz. air, noise, water,

biological and socioeconomic aspect. The baseline environmental study has been conducted for

the study area of 5 km radial distance from project site for the period during March, 2015 to May,

2015. Ambient Air Quality monitoring was carried out for PM10, PM2.5, SO2, NOx, CL2, HCl, total

Halides and VOC at eight locations, including the project site. The concentration of all parameters

is within NAAQS at all locations. The incremental Ground Level Concentration (GLC) has been

computed using ISCST – 3 model. The resultant concentrations are within the NAAQS. Risk

assessment report submitted.

While reviewing EIA report Committee found that details regarding by-products, recycling of mother

liquor, reuse of condensate, applicability of PESO permission etc. are not addressed properly.

Committee observed the existing products are In-organic in nature they have obtained CC&A for

these products. Committee asked to submit compliance status with regards to inspections by

GPCB. After detailed deliberations the Committee sought following additional information for

Page 50 of 50


Page 50 of 50

further consideration of the proposal:

1. Compliance of ToR no. 20. Complete details regarding management of By-products in

context of Hazardous waste Rules-2016.

2. Compliance of ToR no. 21 regarding complete management of hazardous wastes. Quantity

of all types of hazardous wastes. Management of empty used centrifuged filter cloth.

3. Compliance of ToR no. 22 regarding facility for de-contamination of discarded containers

and its complete management.

4. Compliance of ToR no. 31 regarding Permission fom PESO. (Give specific details that

which chemicals attract this permission and planning thereof.

5. Compliance of CC&A of amended CC&A. Copies of XGN generated Inspection reports

with analysis reports of the water/Air/Hazardous samples collected by GPCB (Last 2 years).

Copies of instructions issued by GPCB in last 2 years and point wise compliance thereof.

Ensure that there are no court cases pending against the project and there are no any

notices from the Board to their unit u/s 5 of the Environment (Protection) Act, 1986 and

section 18 of the Air (Prevention and Control of Pollution) act, 1981 since last two year.

6. Copy of membership certificate from the CETP authority with waste water discharge

quantity.

12. SIA/GJ/IND2/60189/2016

M/s: Shubhalakshmi Polyester Limited Survey No. 81-87, 90-96, 98-102, 113,119,120,123-127. Vill. Bhensali, Ta. Vagra, Dist. Bharuch

Appraisal

The project proponent did not remain present during the meeting. It was decided to call them in one of the upcoming meetings of SEAC.

Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

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

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

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

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

5. Dr. Mayuri Pandya, Member, SEAC

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