minutes of the 228th meeting of the state level expert appraisal

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(228th meeting of SEAC-Gujarat, Dated 24.02.2015) Page 1 of 108

Minutes of the 228th meeting of the State Level Expert Appraisal Committee held on 24.02.2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 228th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 24th February, 2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended the meeting:

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

2. Dr. Nikhil Desai, Member, SEAC.

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

4. Shri V. C. Soni, Member, SEAC.

5. Shri Rajesh I. Shah, Member, SEAC.

6. Dr. Mayuri Pandya, Member, SEAC.

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

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

The agenda of TOR/Scoping/Category 8 (a) cases were taken up. Twenty eight (28) cases of TOR/Scoping/Category 8 (a) cases 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, Pre feasibility report and other reports. Additional information submitted by the project proponents of ten (10) projects were taken up as table agenda item.

1. Shivalik Satyamev (Commercial Project)

F.P.No.74+120/2+68/3, Block No-347,397/A,340/ P Draft T.P.S>No.52, Ambli, Ahmedabad

Screening & Scoping

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

Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Commercial Project 3. Project / Activity

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

4. Name of the project

Commercial Project

5. Name of Developer

Shivalik Satyamev

6. Estimated Project Cost (Rs. In Crores)

40 Crores

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

No

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8. Project Details Land / Plot Area (m2): 5,536.75 FSI area (m2): 22,116.21 Non FSI area (m2): 12,483.79 Total BUA (m2):34,600

Permissible Proposed FSI Area (m2) 22,147 22,116.21 Ground Coverage (m2) NA 1997.45 Common Plot Area (m2) 764.8 740.14 Max. building height (m) NA 45

9. Building Details No. of Buildings:1 No. of Blocks:2 Scope of buildings/blocks: Commercial. 2 level basement +

ground floor + 13 floors. No.& size of Residential Units: NA No. & type of Commercial Units: 28 shops and 276 offices Details of amenities if any: No

10. No. of expected residents / users

2250 occupants and 300 visitors

11. Water & waste water details during construction phase

Water requirement (KL/day): 19.75 Source of water: Tankers Waste water generation quantity (KL/day): 5.73 Mode of disposal: septic tank Details of reuse of water, if any: No

12. Water & waste water details during operation phase

Fresh water requirement (KL/day):108.71 Source of water: AMC Waste water generation quantity (KL/day): 84.60 Mode of disposal: Drainage line of AMC.

13. Status of water supply and drainage line

Available at site

14. Solid waste Management

Construction Phase: Generation

(m3) Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil 2,850 2,850 Reuse for green belt development

Other excavated earth

54,150 21,090 Will be used in backfilling & development of internal roads & other paved areas. Balanced quantity will be used in other projects in the vicinity

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Construction debris

350 220 Will be used for backfilling & internal road development. Balanced quantity will be handed over to AMC.

Steel scrap 15 0 Sold to vendors

Discarded packing materials

10 0 Sold to vendors

Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 282 White bins Sold to vendors

Wet waste 423 Green Bins Municipal bins Details of segregation if to be done: yes Capacity and no. of community bins to be placed within

premises: 15 kg and 14 number of community bins to be placed in common area

Landfill site where waste will be ultimately disposed by local authority: Nearby landfill / dumping site for Municipal Solid Waste.

15. Parking Details Total parking area requirement for the project as per GDCR: 11,058.10 m2

Parking area requirement for Commercial units as per GDCR: 11,058.10 m2

Total number of CPS requirement for the project as per NBC :443

Number of CPS requirement for commercial units as per NBC:443

Total Parking area provided (m2) & No. of ECS: 16,140.42 & 515 ECS

Parking area provided in basement (m2) & No. of ECS: 7,545.21 & 235 ECS

Parking area provided as open surface (m2) & No. of ECS:1,050 & 45 ECS

Parking area provided (at any other place-specify) (m2) & No. of ECS: 7,545.21 & 235 ECS (Mechanical parking).

16. Traffic Management

Width of adjacent public roads: 60 m, 12 m and 9 m wide roads Number of Entry & Exit provided on approach road/s: Total 3

gates will be provided.

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Width of Entry & Exit provided on approach road/s:6 m and 9 m Minimum width of open path all around the buildings for easy

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

Width of all internal roads: 6.0 m & 9.0 m. 17. Details of Green

Building measures proposed.

Maximum use of natural lighting through architectural design, energy efficient motors & pumps, water efficient taps, maximum use of aerated block, use of LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas- 8 number of solar lighting, roof-top thermal insulation etc.

18. Energy Requirement, Source and Conservation

Power supply: Maximum demand: 2000 KVA Connected load: 2250 KVA Source: Torrent Power Limited

% of saving with calculations: ~40% by use of LED and star rated energy efficient electronic consumer durables

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

DG Sets: No. and capacity of the DG sets:125 KVA Fuel & its quantity: HSD, 25 litre/hr

19. Fire and Life Safety Measures

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

During operation phase: Fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system, underground static water storage tank-200 KL, terrace water storage tank-50 KL (total capacity), automatic sprinkler system (basement), provision of refuge area, pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level –one electric and one diesel pump of capacity 2,280 lit/min and one electric pump of capacity 180 lit/min.

20. Details on staircase

Type & no. of buildings

No. of floors

Floor area m2

No. of staircase

Width of the staircase

(m)

Travel distance

(m) Commercial G + 13 1997.45 2 2.0 28

21. Rain Water Harvesting (RWH)

Level of the Ground water table: 21 m No. & dimensions of RWH tank(s) : 2 No and 2.5 m X 2 m X 3 m No. and depth of percolations wells : 2 no and 17 m Details on Pre-treatment facilities : oil and grease removal and

filter. 22. Green area

details Tree covered area (m2) :200 Area covered by shrubs and bushes (m2):100 Lawn covered area (m2):440.14 Total Green Area (m2):740.14 Green Area % of plot area: 10% No. of trees and species to be planted: 85 number of trees and

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Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control measures

Spraying of water, Peripheral barricading, covered shed for cement loading area, covering the excavated earth with tarpaulin sheet etc.

24.

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

S.

No.

Head Approximate recurring

cost per annum (Rs.

in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost

estimates

1. Air 1.0 3.0 Stack and DG room

2. Solid and hazardous

waste managem

ent

1.5 3.0 Provide bins door to door and transportation cost

3. Environment

monitoring

3.0 0 The recurring cost would be incurred on hiring of consultants and payment of various statutory fees to regulatory agencies.

4. Rain water

1.5 8.0 Collection system, treatment and recharge well

5. Green belt 1.5 5.0 -

Total 8.5 19

25. Details of eco-friendly Building materials

Fly ash bricks, aerated blocks, fly ash paving blocks, maximum use of RMC, lead free paints etc.

26. Documents related to land possession.

Partnership deed for Shivalik Satyamev has been submitted. NA orders for all the three F.P.numbers are in the name of partners of the project.

During the meeting, it was presented that a traffic survey was carried out on a road connecting Bopal to Sanand Chowkdi which shows that the road having carrying capacity of 2200 PCU will be adequate enough to cater the existing as well as proposed traffic load of the proposed project. Further it was presented that two staircases will be provided in proposed commercial building. The project proponent was asked to provide fire fighting facilities as per the requirement of the local bye-laws or NBC whichever is more stringent. After detailed discussion, it was decided to consider the project only after

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submission of the following:

1. To the scale drawing showing the maximum travel distance of the nearest staircase from the farthest corner of the floor as well as between the two staircases with help of 30 m radius circles taking staircases as a centre of the circles.

2. Basement height & mechanical parking details.

2. Achal Chemical S.no.202/13 paiki, Village: Sokhada, Ta.: Khambhat, Dist.: Anand

Screening & Scoping

Project / Activity No.: 5(f)

M/s: Achal Chemical (herein after Project Proponent – PP) submitted Application vide their letter dated 13/11/2014.

Project Status: New

Project / Activity Details:

This unit has applied for manufacturing of Synthetic Organic Chemicals as tabulated below:

Sr. No.

Name of Product Quantity (MT/Month)

1 Acetyl chloride 80

2 Chloroacetyl chloride 50

3 Propionyl chloride 60

4 4-Chlorobutyryl chloride 50

5 n-Valeryl chloride 50

6 Isobutyryl chloride 50

7 Benzoyl chloride 80

8 Benzotrichloride (Captive Use)

100

9 2 Ethyl Hexonoyl chloride 50

10 Methoxy acetyl chloride 40

11 Octanoyl chloride 30

12 Lauroyl chloride 30

13 Lauryl chloride 30

14 3 – chloro propionyl chloride 50

15 Trimethylacetyl chloride ( pivaloyl chloride )

40

Total 790 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. However, as per amendment to EIA Notification,

2006 vide S.O. 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.

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Observations/Discussions: During meeting, PP presented that water consumption will be 16 KL/day and fuel consumption will be 2

MT/day of Bio Coal or Lignite. On asking about applicability of MAH units as per the Management,

Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989, PP could not reply satisfactorily.

In case of MAH unit, project falls under Category A of the project / activity no. 5(f) in the schedule of

the EIA Notification, 2006 and prior environmental clearance may required to be obtained from the

Ministry of Environment, Forest & Climate Change (MoEF&CC), New Delhi. On asking, Project

proponent could not justify about the selection of the proposed site. Looking to the location outside the

notified area and types of raw materials & Products, committee viewed this seriously and it was

unanimously decided to consider the case only after submission of the following:

1. 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.

2. Justification for selection of proposed site.

3. Satellite image of project site with specific details such as distance of the project site from the nearest (1) Village (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary (8) Aanganwadi/School/College/Institute etc.

3. Silicon Residency R.S>No.50/4, Dungri, Bharuch Screening & Scoping

Details of the project as presented before the committee is tabulated below: Sr. No.

Particulars Details

1. Name of the project Silicon Residency 2. Name of Developer Mr. Popatbhai N. Mangukiya 3. Type of Project A high rise residential building project 4. Proposal is for New Project 5. Project / Activity No.

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

6. Whether construction work initiated at site? If yes, details thereof

No.

7. Project Details Land / Plot Area (m2): 11,259 FSI area (m2): 24,739.4 Non FSI area (m2): 30.8 Total BUA (m2): 38,390.41

Permissible Proposed FSI Area 24,769.8 m2 24,739.4 m2 Ground Coverage 3,377.7 m2 3,376 m2 Common Plot Area 1,125.9m2 1,127.01m2 Max. building height

As per rules 34.35 m

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8. Building Details No. of Buildings: 11 No. of blocks:11 Scope of the building / blocks: 2 buildings- ground floor + 9

floors, 9 buildings- hollow plinth + 9 floors. No.& size of Residential Units: 392 flats


Expected Resident 2000 person Total: 2000 person


Water requirement (KL/day): 20.0 Source of water: Bore Well Waste water generation quantity (KL/day): 10.0 Mode of disposal: Temporary Septic Tank & Soak Pit Tank Details of reuse of water, if any: Nil


Fresh water requirement (KL/day): 255 Source of water: Bharuch Urban Development Authority

(BUDA) water supply Waste water generation quantity (KL/day):235 KL/day Mode of disposal: BUDA drainage system


BUDA has developed water supply & drainage line in the area.


Construction Phase: Generatio

n (m3) Quantity to be reused (m3)


Top Soil 470 470 m3 will be reused for greenbelt development on 1900 m2 area.

Nil


4,230 4,230 m3 will be reused in trench & plinth filling & preparing internal road & external road

---

Construction debris

4.5 MT Will be reused in column, footing and foundation

---

Steel scrap 0.5 MT ---- will be sold to scrap vendor

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Cement & Plastic Bags

Cement bags will be partly reused in curing purpose

Remaining quantity will be sold out in open market while plastic bags will be sold out to the registered recycler or vendor





Dry waste & Wet waste

800

Dustbin to be provided within premises

MSW Site

Details of segregation if to be done: No Capacity and no. of community bins to be placed within

premises: 200 bins having volume 0.25 m3 Authority / agency involved in waste disposal :BUDA Landfill site where waste will be ultimately disposed by local

authority: Nearby MSW landfill / dumping site of BUDA 14. Parking Details

Requirement Provision As per the NBC 200 ECS 313 ECS As per the GDCR 3710m2 8787m2

BREAK-UP OF PARKING AREA: Location Car Parking Area

(m2) (CPS)

Open Surface

-- --

Hollow Plinth 8564 306

Basement 223 7

Total 3796 313

15. Traffic Management Width of adjacent / approach road: 15 m Number of Entry & Exit provided on approach road/s: Two

gates will be provided Width of Entry & Exit provided on approach road/s: 7.5 m Width of internal roads: 7.5 m Minimum width of open path all around the buildings for easy

access of fire tender: 6.0 m 16. Green building

features including Use of Autoclave Aerated blocks, RMC, provision of aerated type water taps, solar based street lighting, LED lightings

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measures for conservation of water & energy, use of eco-friendly building materials, etc.

fixtures and low voltage lightings in common areas, maximum use of natural ventilation through cross ventilation & maximum use of natural light, use of 5 star rated electrical appliances etc.


18. Details on staircase Type & no. of buildings

No. of floors

Floor area No. of staircase


Travel distance (m)

Lifts

A1 to A8 9 241.36 m2 01 1.7 14 2

B 9 279.08 m2 01 1.7 15 2

C1, C2 9 290.80 m2 01 1.7 15 2


Level of the Ground water table: 45 feet in monsoon 60 feet in summer

No. & dimensions of RWH tank(s): --- No. and depth of percolations wells: 03 nos. & 40 meter Details on Pre-treatment facilities: ---

20. Green area details Tree covered area (m2) : 350.0 m2 Area covered by shrubs and bushes (m2): --- Lawn covered area (m2): 900 m2 (COP) Total Green Area (m2): 1,250 m2 Green Area % of plot area:16.67 % No. of trees to be planted: 190 trees of Neem, Pipal, Mango ,

Vad, Kadam, Ashoka, Gulmohar, Babul, Sevan, Goras Amli.

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

We will allocate fund of rupees 5 lacs for tree plantation.

22. Dust control measures Use of fully covered trucks for transportation of construction material, water sprinkling on roads & construction material like sand, soil, gravel etc., pakka roof shed for cement storage, peripheral barricading etc.

23. Eco friendly building materials

Maximum use of fly ash bricks, fly ash paving blocks, RMC, lead free paints, PPC in concrete etc.


Village form no. 7 in the name of applicant. Applied for obtaining NOC for non agricultural use of the project site.

During the meeting, the committee observed that the project proponent submitted revised project plan vide their letter dated 24/01/2015 after the submission of the application. Further the committee was of the view that the parking area proposed in hollow plinth is more than the actual parking area available in the hollow plinth as per the project plans submitted by them. After detailed discussion it was decided to further appraise the project only after submission of the following:

1. Realistic details on the parking area provision with complete back up calculation based on the actual parking area available in the hollow plinth, basement and as open surface parking area.

2. Revised form I & form IA as per the details presented before the committee.

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3. A letter from Bharuch Urban Development Authority for availability of water supply, drainage connection and municipal solid waste collection facility.

4. Current photograph of the project site with GPS and date on it.

5. Details of fire fighting system including location of fire water tanks & capacity, separate power system for fire fighting, automatic sprinkler system, fire detection system with alarms & automatic fire extinguishers, location of fire lift and fire retardant staircases, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site etc.

4. Shalby Hospital S.No.679/P, Naroda, Daskroi, Ahmedabad

Screening & Scoping


Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Hospital project 3. Project / Activity

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

8 (a) - B


Shalby Hospital


Shalby Limited (Shalby Hospital)


Rs. 100.65 Crores


No

8. Project Details Plot Area (m2): 6,879.0 FSI area (m2): 12,437.97 Non FSI area (m2): 11,658.58 Total BUA (m2): 24,096.55

Permissible Proposed FSI Area, m2 18,573.30 12,437.97 Ground Coverage, m2 -- 2,236.60 Max. building height, m -- 38.0

9. Building Details No. of Buildings:1 Scope of buildings: 2 level basement + ground floor + 7 floors. Details of amenities if any: ---

10. No. of expected residents /

570 users

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users 11. Water & waste

water details during construction phase

Water requirement (KL/day): 80.0 Source of water: Bore well Waste water generation quantity (KL/day): 10.0 Mode of disposal: Soak pit through septic tank Details of reuse of water, if any: NA


Total water requirement (KL/day): 139.0 Fresh water requirement (KL/day): 85.0 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 105.0 In case of STP provision, capacity of STP: 170 KL/day STP Technology: Primary Settling tank, MBBR, Secondary

Settling tank , Dual media filter and Activated Carbon Filter Quantity of treated water to be reused: Flushing, Gardening

and HVAC: 54.0 KL/day Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated) of water to be

discharged: Treated 51 KL/day will be discharged. Mode of disposal: Partly reused and the balance will be

disposed into AMC underground drainage system. 13. Status of water

supply and drainage line

Water supply and Drainage line of AMC is available at site.


Construction Phase:

Generation

(m3)

Quantity to be reused

(m3)


Top Soil 1,876 1,876 Preserved and used for developing green cover.


31,000 31,000 Backfilled within the project site wherever required or in the nearby low laying areas with the prior permission from land owner.

Construction debris

-- --

Steel scrap

What so ever

-- Will be sold to recyclers


What so ever

-- Will be sold to vendors

Operation Phase:

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Type of waste

Generation

Quantity (Kg/day)



Dry waste

660 Community bins Transported to the nearest collection point of AMC

Wet waste

2,250

STP Sludge

30 In the HDPE barrels of 250

litres after dewatering

Use as manure after composting

Biomedical waste

4,560 In different colour coded bags as per the BMW

Rules.

Disposal at nearest GPCB approved Common Bio Medical Waste Incineration Facility

Details of segregation if to be done: Yes Capacity and no. of community bins to be placed within

premises: 80 lit. and 30 number Landfill site where waste will be ultimately disposed by local

authority: MSW site at Pirana, Ahmedabad & BMW at GPCB approved BMW incineration facility.


Total number of CPS requirement for the project as per NBC : 135 ECS

Total Parking area provided (m2) & No. of ECS: 8,832.55 & 299

Parking area provided in basement (m2) & No. of ECS: 6,967.7 & 218

Parking area provided as open surface (m2) & No. of ECS: 1,864.8 & 81.


Width of adjacent public roads: 30 m & 24 m. Number of Entry & Exit provided on approach road/s: 2 gates

will be provided. Width of Entry & Exit provided on approach road/s: 6.0 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 7 m

Width of all internal roads: 5.93 m and 6 m 17. Details of Green


Rain water harvesting by recharging the ground water table with provision for percolation wells, use of eco-friendly building materials for construction, provision to install aerated coke (foam type).

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Power supply Maximum demand: 2.316 MVA Source: Torrent Power Ltd.

Energy saving measures: To incorporate solar passive techniques in a building design and enhanced building material specifications to minimize load on conventional systems, use of energy efficient lamps, luminaries & control devices, time switches for automatic switching off lighting of buildings & street lights, use of transformers & motors having minimum efficiency of 85%, use of light colours for the walls and ceiling to reduce the UV absorption and minimize the associated cooling requirement, use of building materials, having lower U-value and the insulating material having higher R-value, regular energy auditing of the building etc.

DG Sets: No. and capacity of the DG sets: 03 nos. × 750 KVA Fuel & its quantity: HSD & 188 litre/hr.


Under ground fire water storage tank of 100 KL capacity, emergency overhead tank of 20 KL, hydrant outlet with pipe at each floor, hose reel at each floor, fire service inlet will be installed at a point near the entry to the premises where a fire service vehicle can approach easily, fire lift, fire alarm call point at each floor with sounders capable of being heard all throughout the building, fire extinguishers, automatic sprinkler system in basement with at least one sprinkler head for a car parking space etc.

The nearest fire station from the project site is Naroda fire station; it will take 20 - 30 minutes travel time in case of emergency.

20. Details on staircase Type & no. of

buildings No. of floors

Floor area, m2

No. of staircase


Travel distance (m)

Hospital building 2 B+G+7 1780.54

/ 1137.03

3 2.05 25.0


Level of the Ground water table: 20 to 25 m No. and depth of percolations wells: 02 Nos., upto

underground aquifer Details on Pre-treatment facilities: Catch pit with filtration

media. 22. Green area

details Tree covered area (m2): 542.49 Lawn covered area (m2): 84.00 Total Green Area (m2): 626.49 Green Area % of plot area: 9 % No. of trees and species to be planted: 104, local species

such as Asopalav, Neem Tree, Garmala, Gulmohor etc. 23.

Budgetary allocation for Environmental

Green belt development : 0.35 Lacs Others (STP) & BMW management: 50.0 Lacs Total Rs. 50.35 lacs

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Management Plan (Rs. in lacs)

24. Proposed dust control measures during the construction phase

Water sprinkling on storage of sand and loose construction materials, covered storage construction materials, transportation of construction materials, construction debris, excavated soil by trucks covered with plastic cover sheet/tarpaulin sheet cover etc.

25. Eco friendly

building material usage details.

Use of earth blocks, fly ash and Fal-G (fly ash, lime and gypsum) as alternative materials for construction of wall in-place of clay bricks with cement mortar where ever applicable. various eco friendly building materials like fly ash cement (PPC) for flooring and masonry work, fly ash bricks for masonry work, pavers block for Internal roads of the building facilities etc.

During the meeting, while discussing regarding the fire & safety measures proposed for the project, the project proponent stated that automatic sprinkler system will be provided in the entire building. The project proponent was asked to give training to the hospital staff regarding management of the Biomedical waste segregation, collection & storage and to obtain membership of the nearest Common Biomedical Waste Incineration Facility. Further it was noticed by the committee that the land possession documents & N.A order submitted does not show the ownership of Shalby hospital or the applicant. After detailed discussion, it was decided to consider the project only after submission of the following:

1. Undertaking stating that visitors of the hospital will also be allowed to park their vehicles in the basement.

2. T.P.Scheme map showing the location of the project site.

3. Plan for radioactive waste storage & disposal in such a manner that have minimum human exposure.

4. List of partners/directors of the proposed hospital project.

5. Details on the specialized treatment scheme proposed considering the infectious effluent to be generated from the proposed hospital project.

6. Details on the composting facility to be provided for STP sludge and its location on the layout plan.

5. Par Drugs & Chemicals Pvt. Ltd.

Plot no:333/1,333/2, 334 335, 336-A&B, 337 &338, GIDC-Chitra, Dist.: Bhavnagar

Screening & Scoping


M/s: Par Drugs & Chemicals Pvt. Ltd. (herein after Project Proponent – PP) submitted Application vide their letter dated 18/11/2014.

Project Status: Expansion


It is an existing unit proposing the expansion by addition of Bulk Drug manufacturing. Details of production capacity after the proposed expansion is tabulated below.

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Sr. no.

Products Present Quantity in MT/Month

Proposed Quantity

MT/Month

Total Proposed Quantity

MT/Month Existing Consented Product

01 Magnesium Hydroxide 390 0.00 390 02 Magnesium Trisilicate 68 0.00 68 03 Magnesium Aluminum

Silicate 20 0.00 20

04 Magnesium Carbonate 7 0.00 7 05 Almagate 2 0.00 2 06 Aluminium Hydroxide

Magnesium Carbonate Co Dried Gel

2 0.00 2

07 Hydrotalcite 1 0.00 1 08 Dried Aluminium Hydroxide 20.00 0.00 20.00 09 Magaldrate 5.00 0.00 5.00 10 Magnesium Stearate 5.00 0.00 5.00 11 Sodium Aluminium Silicate

or Various grade of Precipitated Silica

600.00 or

300.00

0.00

0.00

600.00

300.00

Proposed new product 12 Sucralflate 0.00 90.00 90.00

The proposed production activity falls in the project activity 5(f) as per the Schedule of EIA

Notificaiton,2006 as amended from time to time.

This is an expansion project and will take place within the existing premises. No additional land is

required for the proposed expansion. Plot area is 10912.54 sq.m. Estimated cost of proposed

expansion is Rs. 0.1 Crore. Fresh water requirement will be increased from 1155 KL/day to 1195

KL/day. (Additional 36 KL/day). Additional water requirement will be supplied by the GIDC.

Wastewater generation after the expansion will be increased from 600 KL/day to 634.25 KL/day

(Additional 34.25 KL/day) including effluent from processing & washing (628.5 KL/day). PP presented

that they have provided Primary ETP for existing effluent generation and primary treated effluent is

discharged in to sea creek through pipe line managed by Chitra Industries Association. The same

practice will be continued after proposed expansion. Domestic effluent (5 KL/day) is disposed off into

septic tank/soak pit system. Unit as provided one steam Boiler & 3 no.s of Hot Air Generators.

Imported coal (24 MT/day is used as fuel. Unit has provided one DG set as standby facility in which

diesel is used as fuel. Unit has proposed Multi Cyclone followed by Bag filter as APCM. There is no

process gaseous emission from existing as well as proposed expansion. Hazardous waste to be

generated are ETP waste (5 MT + 12 MT = 17 MT/Year), Discarded containers (0.5 MT/Year + 5.5

MT/Year = 6 MT/Year) and Used Oil (0.01 KL + 0.02 KL = 0.03 KL/Year).

Observations / Discussion:

Technical presentation during the meeting also included the details like general information regarding

the project, location of the project & lay out map, details of products & raw materials, waste generation,

hazards & controls, flow diagram of ETP, details of APCM, resource consumption & conservation etc.

During the meeting, the project proponent was asked to work out the scheme of maximum utilization of

treated water within premises and to minimize the effluent discharge into Sea creek. The committee

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desired to have MSDS of materials to be handled, information on storage of each hazardous chemical

and safety measures thereof. After detailed discussion, the following Terms of Reference were

prescribed for the EIA study to be done covering 10 km radial distance from the boundary of the project

site.

1. Need for the proposed expansion should be justified in detail.

2. Demarcation of proposed expansion activities in lay out of the existing premises.

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

4. Detailed manufacturing process along with chemical reactions and mass balance (including reuse-recycle, if any).

5. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the proposed expansion. Copy of permission obtained from GIDC for additional water supply.

6. Water consumption and consumption of each raw material per MT of each product.

7. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated. A detailed treatability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated.

8. Complete waste water management plan for existing as well as proposed production. Detailed effluent treatment scheme and disposal method. Technical details of the ETP including size of each unit, retention time etc. including modifications / up gradation to be done in existing ETP to take care of increased effluent quantity along with its adequacy report. Provision of online flow meter at the final outlet of the ETP.

9. Application wise breakup of treated water utilization.

10. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing and exhausted media from Scrubber etc.

11. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes. Details of methods to be adopted for the water conservation.

12. One season Site-specific micro-meteorological data using temperature, relative humidity, hourly wind speed and direction and rainfall should be incorporated.

13. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 10 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

14. 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.

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15. Modeling indicating the likely impact on ambient air quality due to proposed activities. The details of model used and input parameters used for modeling should be provided. The air quality contours may be shown on location map clearly indicating the location of sensitive receptors, if any, and the habitation. The wind rose showing pre-dominant wind direction should also be indicated on the map. Impact due to vehicular movement shall also be included into the prediction using suitable model. Results of Air dispersion modeling should be superimposed on satellite Image / geographical area map.

16. 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.

17. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission measures to achieve the GPCB norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate emission from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (viii) List the sources of fugitive emission along with its quantification and proposed measures to control it.

18. Provision of online monitoring system in the proposed plant for monitoring of the pollutants in the treated effluent (pH & TOC) & the stacks with an arrangement to reflect parameters on company's server, which can be accessed by the GPCB on real time basis.

19. Details of increase in truck / tanker movement for transportation of finished goods, raw materials etc. due to the proposed project. Impact of the proposed project on local infrastructure of the area such as on road network due to transportation of finished goods, raw materials etc. Whether any additional infrastructure is required to be constructed and the agency responsible for the same with time frame.

20. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

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

22. Membership of Common Environmental Infrastructure including the TSDF / Common Hazardous Waste Incineration facility along with an assessment to accommodate the additional quantity of wastes to be generated.

23. Management plan for By-products to be generated, (if any) along with the name and address of end consumers to whom the by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project.

24. Name and quantity of each type of solvents to be used for proposed production. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency feasibility of reusing the recovered solvents etc. for each type of solvent.

25. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated.

26. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution

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control measures.

27. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

28. 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 impact.

29. 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 Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals.

30. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the map clearly showing which of the facilities and surrounding units would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

31. Details of fire fighting system including provision for flame detectors, temperature actuated heat detectors with alarms, automatic sprinkler system, location of fire water tanks & capacity, separate power system for fire fighting, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site. Submit line diagram of the fire hydrant network.

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

33. Detailed five year greenbelt development program including annual budget, types & number of trees to be planted, area under green belt development [with map], budgetary outlay; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.

34. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

35. 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.

36. Copies of analysis report of the water samples of final outlet of ETP collected by GPCB.

37. Consent to Establish, Consent to Operate orders obtained in past along with point wise compliance status of all the conditions stipulated therein.

38. Copy of Environmental Clearance obtained for the existing project and a certified report of the status of compliance of the conditions stipulated in the environmental clearance for the existing operation of the project by the Regional Office of the MoEF.

39. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure

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notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.

40. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in future.

41. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report. (b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.

42. What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions. Details of this system may be given.

43. Does the company have a system of reporting of non compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large? This reporting mechanism should be detailed in the EIA Report.

44. Certificate of accreditation issued by the NABET, QCI to the environmental consultant should be incorporated in the EIA Report.

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

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.

The project may be exempted from public hearing as per Ministry’s O.M. dated 10.12.2014 subject to submission of authenticated documents showing industrial estate has been established by the state prior to 14.09.2006. 6. Sterling Vinnyl Additives LLP. Plot no:Z/109, Dahej SEZ II, Vagra,

Bharuch-392130 Screening & Scoping


M/s: Sterling Vinnyl Additives LLP. (herein after Project Proponent – PP) submitted Application vide their letter dated 15/11/2014.

Project Status: New

Project / Activity Details: This unit has applied for manufacturing of Synthetic Organic Chemicals as tabulated below:

Sr. No.

Name of Product Quantity

MT/Month

Products for which NOC obtained

1 Activated Methyl Di Ethanolamine 250

2 Stero ANS 300 83.33 3 Zeebrite PQM 83.33

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4 Technobrite AZ 1745 M 83.33 5 Neobrite 83.33 6 Emulsifiers

Emulwet S480 Emulwet S 7500 Emulwet RLP 15 Emulwet 847 (U) and 848 (U)

416.66

Proposed Products

1 Ethoxylates and propoxylates of Alkyl phenols, phenols Fatty alcohols & synthetic alcohols Fatty acids and fatty acid esters Vegetable oils and their esters, Castor oil Cynuric acid Aniline and other aromatic amino compounds Polyethylene and polypropylene glycols Fatty amines Oleochemicals Other amines and carbon chain products

500

2 Alkanol amines, their derivatives, triazines imidazolines and formulations

500

3 Glycol ethers, glycol ether acetates 300

4 Brake fluids and coolants 300

5 Phenoxy ethanol, 2 allyl phenol 300

6 Sulphonated products of alkyl phenol ethers Naphthalein and CABS etc, sulphur black

1000

7 Quaternery ammonium compounds 500

8 Textile and agro emulsifiers, polyurethane formulations 200

9 Esters, amides and betains 400

10 Phosphatised products 500

11 Anti oxidants 1000

12 Fatty amines of all kinds (prim/secd/tert) 300

13 Alkyl amines 1000

14 polymeric compounds(100%solid basis)

Acrylic 500

Styrenated 500

esterified 500

15 Epoxidised products

NMMO 500

epoxidised vegetable oils and esters 500

16 Morpholine derivatives 300

17 Thio Glycolic Acid and its salts 2000

18 Monochloroacetic acid (MCA ) 500

19 Organo tin compounds-Methyl, butyl and octyl 1250

Total 13350 MT/Month

By-Product

1. HCl 4500

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MT/Month

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

A plot of 50161 sq.m area has been acquired for this new project. Unit has proposed 16600 sq.m area

for green belt development. Total cost of the project is Rs. 65.64 Crores. Total fresh water

consumption for proposed project will be 2135 KL/day (13 :KL/day for Domestic, 52 KL/day for

Gardening & 420 KL/day for Process, 800 KL/day for Cooling , 800 KL/day for Boiler & 50 KL/day for

washing) which will be sourced from SEZ Dahej. Industrial waste water generation will be 295 KL/day(

145 KL/day from process, 50 KL/day from Cooling blow down, 50 KL/day from Boiler blow down & 50

KL/day from washing), which will be treated in proposed Primary, Secondary & Tertiary treatment plant

and treated waste water will be discharged into GIDC drainage, Dahej. Domestic waste water (9.5

KL/day) will be sent to ETP for treatment with industrial effluent. Unit has proposed to reuse 500

KL/day of steam condensate in Boiler and 42 KL/day of process waste water in process. Flue gas

generation will be from two Steam Boilers (30 TPH each), one TFH (15 Lac Kcal/hr) and one D.G. set

(1000 KVA). Coal will be used as fuel. Coal consumption will be 130 MT/day for each Boilers and 24

MT/day for TFH. Total coal consumption will be 284 MT/day. Diesel (0.3 KL/hr or 4 KL/day) will be

used as fuel for DG set. Unit has proposed separate set of MDC followed by Bag filter as APCM for

Steam Boilers and TFH. Unit has proposed two stage scrubber systems for control of HCL to be

generated from reaction vessels. Unit has proposed vent and stack gas detector system with alarm

system. Hazardous waste generated from the manufacturing activity will be ETP sludge/Evaporation

residue (40 MT/Year), Discarded containers/Bags/Liners (7 MT/Year) & Used oil (0.5 KL/Year). Unit

has proposed to sell out all the Fly ash to the Brick manufacturers.

Observations & Discussions: Presentation made by the proponent included the general information about the project, plant layout,

raw material & resource consumption, manufacturing process, water balance diagram & waste water

treatment scheme, hazardous waste generation and its disposal etc. Committee asked to give name of

all the products instead of specific group of products. Committee also suggested to provide ESP as

APCM for Boilers & TFH. During the meeting, after discussing various aspects regarding the project,

following TOR were prescribed for the EIA study to be done covering 10 Km radius from the project

boundary.

1. Plot Allocation letter from Dahej SEZ Ltd and compliance with conditions mentioned in that letter, if any.

2. A letter from SEZ regarding the applicability of CRZ notification to the location of the project site.

3. Technical details of plant along with details of manufacturing process / operations of each product. Details on strategy for the implementation of cleaner production activities.

4. Chemical name of each product and raw materials along with chemical reactions of unit processes. Detailed manufacturing process of each product along with chemical reactions and mass balance (including reuse-recycle, if any). Details regarding the end use of each product and complete management plan for HCl to be produced.

5. Permission letter from Dahej SEZ Ltd for water supply.

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6. Undertaking stating that no bore well shall be dug within the premises.


8. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated including washing waste water. A detailed 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. Characteristics of untreated and treated wastewater.

9. Explore the possibility of Zero Liquid Discharge Scheme.

10. Detailed effluent treatment scheme and disposal method. Technical details of the proposed ETP, including size of each unit, retention time etc. along with its adequacy report. Provision of flow totalizer and online pH meter & TOC meter at final outlet of the ETP.

11. Details on management of the byproducts and spent acid to be generated along with copies of MOU / agreements done with actual consumers regarding utilization of byproducts & spent acids shall be incorporated.

12. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing, and exhausted media from Scrubber etc.

13. Permission from Dahej SEZ for waste water discharge into disposal pipeline.







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21. A confirmed coal linkage along with the supportive documents of long term supply of coal for the project requirements should be provided.

22. Plan for compliance to coal handling guidelines of the GPCB. Detailed plan for prevention and control of fugitive emission / dusting at each and every stage of coal handling including unloading / loading, transportation, stacking/storage/conveyance/ transfer within the plant along with detailed specifications & schematic diagram of water sprinkler system arrangement.

23. Technical details of ESP along with its adequacy, details of its operational controls with DCS, system for online monitoring of the pollutants from the stack etc. Details of provisions to be kept in ESP to ensure that in any case the air emission does not cross the GPCB norms including provision of standby field in the ESP, preventive maintenance, failure / tripping control system, guarantee from the ESP supplier, alternative arrangements in case of the failure / tripping of the ESP etc.

24. Fly ash management plan and copies of MOU / agreements done with actual consumers regarding utilization of fly ash & bottom ash etc. should also be incorporated.

25. Details of solvent recovery system including mass balance, solvent loss, recovery efficiency etc. for each type of solvent.

26. Details of management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.


28. Membership of Common Environmental Infrastructure including the TSDF / Common Hazardous Waste Incineration facility along with an assessment to accommodate the additional quantity of wastes to be generated.

29. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated.

30. Details of measures proposed for the noise pollution abatement and its monitoring.

31. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

32. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work

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place ambient air quality monitoring plan as per Gujarat Factories Rules.




36. Permission from PESO, Nagpur for storage of solvents, other toxic chemicals, if any.




40. Proposal for socio-economic development activities including community welfare program most useful in the project area for the overall improvement of the environment.

41. Submit a detailed plan for corporate social responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.





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

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

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

generic structure of EIA given in Appendix III in the EIA Notification, 2006. The project shall be

appraised after submission of the EIA report.

7. Dhanlaxmi Biochem Pvt. Ltd.

Survey no. 257, Village.: Chiyada, N.H.No. 8A, Ta.: Bavla, Dist.: Ahmedabad

Screening & Scoping

Project / Activity No.: 5(a)

M/s: Dhanlaxmi Biochem Pvt. Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 20/11/2014.

Status of the Project: New


This is a new project and PP has applied for manufacturing of the following Chemical Fertilizers:

Sr. no.

Name of Product Quantity MT/Annum

1. SSP 200000 2. GSSP 200000

This is a new unit proposing to manufacture Single Super Phosphate (SSP) Powder - 200000

MT/Annum and granulated SSP - 200000 MT/Annum. Manufacturing of SSP Powder falls in the project

activity 5(a) of the schedule of the EIA Notification, 2006. Total land area acquired for the project is

50890 sq.m., out of which 16794 sq.m. area is proposed to be developed as green belt. Total cost of

the project is 25 crores. Total water consumption for proposed project will be 87 KL/D (5 KL for

Domestic, 10 KL for Gardening, 2 KL for Washing & 70 KL for Process) which will be sourced from

bore well. Waste water generation will be from washing (2 KL/day) and from the Scrubber (20 KL/day).

Generated industrial effluent will be recycled in process. Domestic waste water will be sent to septic

tank followed by soak pit . There will be no discharge of waste water from industry. Coal (250 Kg/hr) or

Agro waste (300 Kg/hr) will be used as fuel in TFH and HSD - 50 lit/hr will be used in proposed

D.G.Set. Two stage cyclone separator followed by wet scrubber will be provided as APCM with TFH.

Dust collector & cyclone separator will be provided for removal of PM generated from grinding of rock

phosphate in SSP plant. Unit has proposed water scrubber & 2 stage ventury scrubbers followed by

alkali scrubber as APCM with SSP process plant for control of Sox, NOx, HF, F & PM. Generated

Hydrofluoro Silicic acid will be sold as a by-product. Scrubbed liquor from final stage will be re-

circulated within the scrubber up to pH 7.0 and finally utilized in the manufacturing process. Hazardous

waste generated from the manufacturing activity will be Sludge from wet scrubber (5 MT/Month),

Discarded containers/Bags/Liners (0.09 MT/Month) and Used oil (40 ltrs/day). Unit will use 4980

MT/month of Spent Sulphuric Acid (80 %) to use as a raw material which will be received from

authorized suppliers. Generated Hydro Fluorosilicic acid (680 MT/Month) will be sold out as by-

product.

Observations/Discussions:

The presentation by the project proponent included general information about the project, details on

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storage and properties of products and raw materials, waste generation, hazards and control, analysis

of pollution parameters before and after treatment, resource consumption and conservation, google

image showing the project site, plant layout, plot area breakup, etc. The project proponent presented

that they have already carried out baseline environmental monitoring for a period from October,

November & December 2014 and requested to allow them to use the same for the preparation of the

EIA report which was agreed to by the committee. On asking about source of spent acid which will be

used as a raw material, PP informed that they will receive spent acid from the authorized generators

only. During the meeting, the project proponent was asked to carry out thick tree plantation within the

premises and to increase the green belt area as per the guidelines of CPCB. After detailed

deliberations on various aspects of the project, the project proponent was given following additional

TOR to be included in the EIA study to be carried out covering 10 km radius from the proposed project

boundary.

1. Project site specific details such as distance of the project site from the nearest (1) Village (2) Water Body : Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary shall be included in the rapid EIA report to be prepared covering one season (other than monsoon) data.

2. Present land use pattern of the study area based on satellite imagery.

3. Factory lay out plan. Provision of separate entry, exit and adequate margin all round the periphery for easy unobstructed movement of fire tender without reversing. Mark the same in the layout.

4. Copy of permission obtained from Central Ground Water Authority for withdrawal of ground water. Detailed study of hydrology of the area. Quality of ground water at site and impacts of ground water withdrawal on hydrology and ground water quality.

5. Details of all the proposed products & by-products to be manufactured with breakup of individual quantities, raw material consumption for each product.

6. Detailed manufacturing process along with chemical reactions and mass balance for each product.

7. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes.

8. Detailed water balance (including reuse-recycle, evaporation if any). Specific measures proposed to conserve water and plans for the future in this regard.

9. Quantitative and qualitative assessment of effluent to be generated from washing, spillage, leakage etc., plan for its collection and reuse/recycle in process so as to achieve zero industrial effluent discharge.



12. 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

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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.



15. Specific details of (i) Process emission from each unit process with its quantification, (ii) Air pollution control measures proposed for control of process emission (iii) Adequacy of the air pollution control measures to achieve the GPCB Norms (iv) Details of the utilities required (v) Type, quantity and source of fuel to be used (vi) Flue gas emission rate emission from the utilities along with stack height. (v) Air Pollution Control Measures proposed to the utilities along with its adequacy (vi) Sources of fugitive emission from the unit along with its quantification and proposed measures to control it.

16. Details of measures proposed for the online monitoring of the pollutants from the process stack and its monitoring plan.

17. Source of rock phosphate and copy of agreement / linkage with respective mine.

18. Impact of the project on local infrastructure of the area such as on road network especially due to handling and transportation of rock phosphate and finished products. Measures proposed for preventing fugitive emission due to transportation of raw materials and finished products.

19. Details of flora and fauna in the study area and conservation plan in case of any scheduled flora / fauna.


21. Name and address of end consumers to whom Hydro Fluoro Silicic Acid will be sold. Copies of agreement / MoU / acceptance letter from them, showing their willingness to purchase Hydro Fluoro Silicic Acid from the proposed project.



24. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for

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implementation and monitoring of EMP. The EMP should also include the concept of waste-minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

25. An action plan showing list of socio-economic upliftment activities based on socio-economic profile of the surrounding villages and need base field assessment along with the fund allocation for the five years, shall be incorporated in the EMP.

26. 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.

27. Details of number, capacity and material of construction of storage tanks for each hazardous chemical to be stored as well as threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules. Storage of hazardous chemicals should be in multiple small capacity tanks / containers instead of one single large capacity tank for safety purpose. How manual handling of the hazardous chemicals will be minimized?

28. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards. Details about provision of personal protective equipments and first aid for the workers. Plan for periodic medical check up of the workers exposed.

29. Measures proposed to be taken for the work zone ambient air quality monitoring as per Gujarat Factories Rules. Details of equipments / instruments to be deployed to measure, record and analyze workplace exposure.

30. 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.


32. Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.

33. Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.




37. Details of scheme for surface as well as roof top rain water harvesting and ground water recharge revealing that quantity of ground water extraction would be compensated by equivalent or more quantity of rain water recharged, with proper scientific calculations considering rainfall in the region, catchment area, land / soil characteristics, ground water recharge rate, duration of rain

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water harvesting etc. Details of provisions of pre-treatment of the rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells on the layout plan.

38. Plan for compliance of the CREP guidelines for the proposed plant.


These additional TORs should be considered for the preparation of the draft 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.

8. Century Plyboards (I) Ltd. (Kandla Unit)

S.no.145,147 P,148, Moti Chirai, Ta.: Bhachau, Dist. Kutch

Screening & Scoping


M/s: Century Ply Boards (I) Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 20/11/2014.



This is a new project and PP has applied for manufacturing of the following synthetic Resins:

Sr. no.

Name of the Product Total (Ton/ Annum)

1 PF Resin 6000 MT

2 MF Resin 1500 MT 3 UF Resin 1500 MT 4 MUF Resin 3000 MT

Total 12000 MT The project falls under the project activity 5(f) as per the schedule of EIA Notification 2006. The

proposed area of resin plant is 245.25 sq. m within the existing ply board plant located on 98,482.94

sq.m land. Unit has proposed 32877.96 sq.m area for green belt development. Total cost of the

proposed project is Rs.1.05 Crores.Fresh Water requirement for proposed project will be 7 KL/D which

will be sourced from Tanker supply from outside. However, total water consumption for the entire plant

will be 107 KL/day. Flue gas generation will be from one TFH (30 Lac Kcal/hr). Wood waste will be

used as fuel. Hazardous waste generated from the manufacturing activity will be ETP sludge, Spent

catalyst, Discarded containers/Bags/Liners, Used oil & Used cotton waste. STP sludge will be used as

manure and packing material waste will be send to registered recyclers.

Observations/Discussions: During the presentation committee noted that the location of the unit is outside the notified industrial

estate/area. As per amendment to EIA Notification, 2006 vide SO 1599 (E) dated 25.06.2014, small

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units are categorized as Category “B” projects which are located outside the notified industrial

estate/area but 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 the presentation it was observed by the committee that

though the water requirement for the proposed resin plant is only 7 KL/day, the total water requirement

for the project after the proposed expansion will be 107 KL/day which is higher than 25 KL/day. Hence

the unit can not be considered as small unit which can be appraised as Category B project as per

amendment to EIA Notification dated 25.06.2014. PP requested to appraise the project as category “B”

considering the water consumption of the proposed Resin plant only, which was not considered by the

committee and the project proponent was asked to approach MoEF& CC for obtaining Environmental

Clearance for the proposed resin manufacturing plant which is an integral part of the existing ply board

manufacturing unit.

9. A Project of 7 Star Dreams

TP-66, Block No:26+28, O.P.No.26+28, F.P.No. 26+28, Kosad-Variyav, Choryasi, Surat

Screening & Scoping

Details of the project as presented before the committee is tabulated below:

Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project A low rise residential cum commercial building project 3. Project / Activity No. [8(a)

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

4. Name of the project 7 Star Dreams 5. Name of Developer Mr. Hareshbhai Laljibhai Kathiria 6. Whether construction work

initiated at site? If yes, details thereof

No

7. Project Details Land / Plot Area (m2): 9,985 FSI area (m2): 19,999.97 Non FSI area (m2): 2,316 Total BUA (m2): 34,585.47

Permissible Proposed FSI Area (m2) 22,316 20,000 Ground Coverage (m2) 4343.46 4343.34 Common Plot Area (m2)

998.50 998.62

Max. building height (m)

30 23.10

8. Building Details No. of Buildings:7 No. of Blocks:17 Scope of buildings/blocks: 2 buildings – basement +

ground floor +5 floors, 5 buildings - basement + hollow plinth +5 floors.

No.& size of Residential Units: 324 No. & type of Commercial Units: 63 shops Details of amenities if any: No.


Expected Resident 1625 person Shop users- 100person

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Total: 1725 person 10. Water & waste water

details during construction phase

Water requirement (KL/day): 20 Source of water: Bore Well Waste water generation quantity (KL/day):9.5 Mode of disposal: Temporary Septic Tank & Soak Pit Tank Details of reuse of water, if any: Nil


Fresh water requirement (KL/day): 243 Source of water: SMC water supply Waste water generation quantity (KL/day):223 Mode of disposal: SMC drainage system


SMC has developed water supply & drainage line in the area.

13. Solid waste Management Construction Phase: Generati

on (m3) Quantity to be reused

(m3)

Mode of Disposal /

Reuse Top Soil 2,500 Will be

reused for developing the gardening area over 2200 m2.

Nil

Other excavated

earth

23,000 16,000 m3 reused in trench & plinth filling while 7,000 m3 for preparing internal road & external road

------

Construction debris

5 MT Used in column, Footing and foundation

----

Steel scrap 0.5 MT Sold to scrap dealer

----

Discarded packing

materials

Cement & Plastic

Bags

--- Cement bag partly reuse in curing purpose & partly Sale out in open market while plastic bag sale out to the registered recycler or vendor

Operation Phase:

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Type of waste





800 Dustbin

MSW Site


premises: 176 bins having volume 0.25 m3 Authority / agency involved in waste disposal :SMC Landfill site where waste will be ultimately disposed by

local authority: Nearby MSW landfill / dumping site of SMC. 14. Parking Details

Requirement Provision As per the NBC 178 ECS 379 ECS As per the GDCR 3428 m2 11511 m2

BREAK-UP OF PARKING AREA:

Location Car Parking Area

(m2) (CPS)

Open Surface

474 21

Hollow Plinth 3070 109 Basement 7967 249

Total 11511 379

15. Traffic Management Width of adjacent / approach road: 18 m No. of Entry and Exit: 8.10 m common entry & exit gate to

be provided by separating it through divider. Width of internal roads: 7.5 m Minimum width of open path all around the buildings for

easy access of fire tender: 3.0 m 16. Green building features

including measures for conservation of water & energy, use of eco-friendly building materials, etc.

Use of Autoclave Aerated blocks, RMC, provision of aerated type water taps, solar based street lighting, LED lightings fixtures and low voltage lightings in common areas, maximum use of natural ventilation through cross ventilation & maximum use of natural light, use of 5 star rated electrical appliances etc.






Travel distance (m)

A-B G+5 1147.6 02 1.22 10.5 C-D-E G+5 2060.4 03 1.22 10 F-G G+5 563.13 02 1.22 12 H-I-J G+5 2060.4 03 1.22 10

K-L-M G+5 2060.4 03 1.22 10 N-O G+5 1147.6 02 1.22 10.5 P-Q G+5 572.06 02 1.22 14

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

No. & dimensions of RWH tank(s): -- No. and depth of percolations wells: 03 nos. & 40 feet Details on Pre-treatment facilities: Not Applicable.

20. Green area details

Tree covered area (m2) : 200 m2(On periphery of both COP) Area covered by shrubs and bushes (m2): --- Lawn covered area (m2): 500 m2 (COP-1 & COP-2) Total Green Area (m2): 700 m2 Green Area % of plot area: 9 % No. of trees to be planted: 220 trees of Neem, Pipal, Mango, Ashoka,

Sevan etc. 21. Budgetary

allocation for Environmental Management Plan (Rs. in lacs)

We will allocate fund of rupees 5 lacs for tree plantation.

22. Dust control measures.

Fully covered trucks for transportation of construction materials, sprinkling of water on roads & construction materials, peripheral barricading etc.


Fly ash bricks, fly ash paving blocks, RMC, lead free paints, PPC in concrete.

24. Amenities to be provided to the construction workers.

Potable drinking water, temporary sanitary blocks, temporary soak pit, rest room, ghodiya ghar, canteen facility, adequate PPEs etc.

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. Explore the possibility of increasing the parking area provision for the proposed project.

2. Land possession documents, list of partners & directors of the company, copy of permission obtained for non agricultural use of the project site or a copy of documents showing the correspondences made in this regard and copy of agreement made between the land owners & developers (if any).

3. Photographs, with GPS and date, showing the current status of the project site. 10. Kaveri Sangam

(A.Shridhar Infracon LLP)

S.P.No.531+535+594+ 536+543+600, O.P.No. 122+126+167+810+1416 +172, F.P.No.101+ 104+135,Shilaj,T.P.S.No. 53/A, Shilaj, City West, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project

2. Type of Project Residential & commercial project.

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

Category ‘B’, 8(a)


“Kaveri Sangam”


Shridhar Infracon LLP

6. Estimated Project Cost (Rs. in Crores)

75 Crores


No any construction activity has been initiated at site.

8. Project Details Land / Plot Area (m2): 6,798.0 FSI area (m2): 18,342.54 Non FSI area (m2): (BUA- Prop. FSI) = 12,555.89 Total BUA (m2): 30,898.43

Permissible Proposed FSI Area (m2) 18,354.60 18,342.54 Ground Coverage (m2) 2336.86 2336.86 Common Plot Area (m2) 543.84 m² 695.46 m² Max. building height ( m) 45 45

9. Building Details No. of Buildings: 2 (residential)+1(commercial) = 3 Buildings No. of Blocks: 4 (residential)+1(commercial) = 5 blocks. Scope of buildings/blocks: Residential buildings – basement + hollow

plinth + 14 floors. Commercial – ground floor + 3 floors. No. & size of Residential Units: 225 units, (63.87 m² to 54.75 m²

floor area) No. & type of Commercial Units: 63 shops, (30.41 m²) Details of amenities if any: ---


Fixed population = 1125 (residential) + 173 (commercial) = 1298 persons

Floating population = 450 (residential) + 189 (commercial) = 639 persons.


Water requirement (KL/day): 40 Source of water: Local water tanker supplier Waste water generation quantity (KL/day): 8 Mode of disposal: Septic tank / Soak pit system Details of reuse of water, if any: None

12. Water & waste water details during

Fresh water requirement (KL/day): 181 Source of water: AMC Waste water generation quantity (KL/day): 142

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operation phase

Mode of disposal: Wastewater (sewage) will be discharged into AMC drainage system.


AMC water supply/drainage line system is available in the project site area.


Construction Phase: Generatio

n (m3) Quantity to be reused (m3)


Top Soil 1800

1800

Will be stored onsite and used for development of greenbelt.


18300

Will be reused for re-filling of foundation & plinth, green belt development and levelling of low lying areas at project site itself,

excess (if any) will be sent to another site where need may be exist.

Construction debris

600 600 Will be used for levelling, roads, pavements etc.

Steel scrap What so ever

-- Will be returned to suppler or sold to scarp dealer / end users.


What so ever

-- Will be returned to suppler / sold to authorized recycler

Operation Phase: Type of waste Generation

Quantity (Kg/day)



Dry waste 606 kg/day Two separate bins (one for dry and one for wet waste) each of 10 L capacity will be provided to each unit. These bins will be emptied in to community bins provided at various locations.

The said common community bins will be regularly emptied by A.M.C.

Wet waste

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

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

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

34 community bins of 80 lit capacity will be provided at various locations

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

15. Parking Details Total parking area requirement for the project as per GDCR:4,255.72 m2

Parking area requirement for residential units as per GDCR: 3,277.03 m2

Parking area requirement for Commercial units as per GDCR: 978.69 m2

Total number of CPS requirement for the project as per NBC :182 CPS

Number of CPS requirement for residential units as per NBC : 113 CPS

Number of CPS requirement for commercial units as per NBC: 69 CPS

Total Parking area provided (m2) & No. of ECS: 8,343.72 m2 & 292 ECS

Parking area provided in basement (m2) & No. of ECS: 4,932.29 m2 & 154 ECS

Parking area provided in hollow plinth (m2) & No. of ECS: 1,245.44 m2 & 44 ECS

Parking area provided as open surface (m2) & No. of ECS: 1,818.26 m2 & 79 ECS

Parking area provided (at any other place-specify) (m2) & No. of ECS: (in common plot @ 50% ) 347.73 m2 & 15 ECS


Width of adjacent public roads: 18 m wide TP road in East direction of project site.

Width of Entry & Exit provided on approach road/s: Main entry / exit will have 7.5 width,

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

Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 3 m

Width of all internal roads: 7.5 m 17. Details of

Green Building measures proposed.

Maximum use of Ready Mix Concrete (RMC), fly ash paver blocks for pavements/walkways, most of the carpentry structures will be made up of processed engineering wood instead of wood, maximum use of Portland Pozzolona Cement (PPC), rainwater harvesting by recharging the ground water table with provision for percolation wells, PVC electrical boards, aluminum window frame & marble door frame instead of wood.

18. Energy Requirement, Source and

Power supply: M/s. Torrent Power Ltd. Maximum demand: Estimated requirement During construction phase: 25 kW and During operation phase: 0.5 MW.

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Conservation Source: M/s.Torrent Power Ltd. Energy saving measures; Maximum use of CFL lights in each block,

use of variable frequency drive motors, use of solar lights in common areas, use of maximum natural daylight as well as ventilation through architectural design, use of building material having lower U-value and the insulating material having higher R-value etc.

DG Sets: Not provided. 19. Fire and Life

Safety Measures

Nearest fire station is Sabarmati Fire Station approx. (2.5 km). Time required for the fire tender to reach at the project site is

15 – 20 minutes. During the operation phase: Underground fire water storage tanks

having total capacity of approx. 100 KL, overhead tanks of capacity 20 KL on each block Fire extinguishers / fire hydrant system in common areas at each floor, fire alarm call point, automatic sprinkler system in basement etc.

During the construction phase: Personal protective equipments like earplugs, dust masks, safety shoes, helmets, hand gloves, etc training related to safe practices, provision related to first aid, Maintaining hoists and lifts, lifting machines, chains, ropes, and other lifting tackles in good condition, use of “H” frame scaffolds & ladders made of mild steel, completely concealed copper wiring etc.



No. of floors Floor area (Max. Floor

Area of Ground Floor)

No. of staircase


Travel distance (m)

Residential Blocks- A,B

Gr.Floor/ H.P+ 14 Floors

511.00 2 2 m Approx. 14 m

Residential Blocks- C,D

Gr.Floor/ H.P+ 14 Floors

438.00 2 2 m Approx. 14 m

Commercial Block-E

S.P./E.F. + Gr.Floors + 3

Floors 638.72 2 1.52 m Approx. 14 m


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

No. & dimensions of RWH tank(s) : 2 nos. RWH structure of 0.45m dia. each structure along with rainwater catchment pit 1 x 1.5 x 1.5 m having sand filtration media will be provided.

No. and depth of percolations wells : 2 nos., 40 m Details on Pre-treatment facilities : Before recharging rain water,

suitable arrangements of filtering (preferably sand filtration media) will be provided. Gratings at mouth of each drainpipe will be provided on terraces to trap leaves, debris and floating materials. Filter media will be cleaned before every monsoon season. First rain separator will be provided to flush off first rains. During rainy season, the whole system (roof catchment, pipes, screens, first flush, filters) will be checked before and after each rain and preferably cleaned after every dry period exceeding a month.

22. Green area Tree covered area (m2) : 447.9

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details Area covered by shrubs and bushes (m2):-- Lawn covered area (m2): 276.6 Total Green Area (m2): 724.5 Green Area % of plot area: 10.65% No. of trees and species to be planted: Local species such as

Asopalav, Saptaparni, Neem, Jamun, Gulmohar, etc. will be preferred for plantation.

23.


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

Description Cost (Rs. in Lacs)

Remarks

During Construction

Air pollution control

3 Training of workers to use welding shields and follow safe practice

Service of vehicles and PUC certificate

Provision of tarpaulin sheet covers Provision of PPE to workers

Waste water management

1 Septic tank / soak pit system.

Solid waste management

1 Making Storage area, collection and disposal

Noise control 0.5 Ear plugs to workers Periodic checking of noisy

machinery Provision of sound enclosures

During Operation

Waste water management

2.5 AMC charges

Solid waste management

2.5 Provision of bins, AMC charges

Green belt development

1 Approx. 102 nos. of trees to be planted

Ground water recharge

2 Construction of 2 percolation wells, Water pre-treatment arrangements

Total 13.5 --


Temporary windshield barriers, regular water sprinkling, tarpaulin sheet cover over materials during transportation, maximum use of RMC, uniform piling and proper storage of sand etc.


Maximum use of RMC, fly ash paver blocks, carpentry structures made up of processed engineering wood, maximum use of Portland Pozzolona Cement (PPC) etc.

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26. Documents related to land possession

Non agricultural land in the name of land owners and agreement for development between land owners & Shridhar Infracon LLP has been submitted. Partner of Shridhar Infracon LLP himself is one of the land owner.

During the meeting, while asking by the committee, the project proponent confirmed that they have not started any kind of construction activity for the proposed buildings at the project site. They were suggested to increase the parking area provision for commercial units, to which the project proponent was agreed upon and assured to provide mechanical parking in basement in order to increase the parking area provision as per the suggestion of the committee. After detailed discussion it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance.

11. Sudarshan Elegance S.No.685/1, OP No.6, FP No.6/1+2/2, TPS No.41, Sola, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential Project 3. Project / Activity

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


Sudarshan Elegance


Sudarshan Infrastructure


27 Crores


No

8. Project Details Land / Plot Area (m2) : 8,852.00 FSI area (m2):15,930.07 Non FSI area (m2):11,211.5 Total BUA (m2):27,141.57

Permissible Proposed FSI Area (m2) 15,933.04 15,930.07 Ground Coverage (m2) 3,669.03 Common Plot Area (m2) 885.20 978.34 Max. building height (m) -- 23.25 .

9. Building Details No. of Buildings:12 Nos. No. of Blocks:12Nos. Scope of buildings/blocks:12 Buildings : Basement + Hollow

Plinth + 5 Floors No.& size of Residential Units:147 Unit No. & type of Commercial Units:32 Units Details of amenities if any:

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684residents / users


Water requirement (KL/day):30.00 KL Source of water: AMC Water Supply Waste water generation quantity (KL/day):4.00 KL Mode of disposal: Into Soak Pit Through Septic Tank Details of reuse of water, if any:


Fresh water requirement (KL/day):87.74 KL Source of water: AMC Water Supply Waste water generation quantity (KL/day):67.06 KL Mode of disposal: AMC Drainage System


Available near By (AMC)





Top Soil 920 600 Green Belt Development


9,700 5,800 Internal Roads & Other Paved areas, Back Fillings

Construction debris

670 670 Back Filling &Internl roads development

Steel scrap 11.00 MT -- Sold to venders


325 150 Sold to venders





Dry waste & wet waste

343.50 Volume of bin with 80 lit capacity and 4 bins will be provided for residential units.


premises: 80 lit capacity & 4 bins will be used. Landfill site where waste will be ultimately disposed by local

authority: nearby MSW site. 15. Parking Details Total parking area requirement for the project as per GDCR:

3,508.17 m2 Parking area requirement for residential units as per GDCR:

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2,971.24 m2 Parking area requirement for Commercial units as per GDCR:

536.93 m2 Total number of CPS requirement for the project as per NBC :96

CPS Number of CPS requirement for residential units as per NBC: 74

CPS Number of CPS requirement for commercial units as per NBC:22

CPS Total Parking area provided (m2) & No. of ECS: 6,945.35 m2 and

228 ECS Parking area provided in basement (m2) & No. of ECS: 4,493.65

m2 & 140ECS Parking area provided in hollow plinth (m2) & No. of ECS:

2,238.05 m2 & 79 ECS Parking area provided as open surface (m2) & No. of ECS:

213.66 m2 & 09 ECS 16. Traffic

Management Width of adjacent public roads:24 m - North Side & 18 m – West

side. Number of Entry & Exit provided on approach road/s: 01 Width of Entry & Exit provided on approach road/s: 7.54 m. Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width forthe plantation): 4 m. Width of all internal roads: 7.50 m.

17. Details of Green Building measures proposed.

---


Power supply: Maximum demand:1000 KW Connected load:670KW

Source: Torrent Power Ltd. DG Sets:

No. and capacity of the DG sets: 1 × 120 KVA Fuel & its quantity: 30 Lit. / hr. of HSD


One water storage tank of 100 KL at ground level & 20 KL of water tank on terrace level, fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system.


No. of floors

Floor area

No. of staircase

Width of the staircase (m)

Travel distance (m)

Block – A Base. + H.P. +5 Floor

319.00 01 1.52 < 30.0

Block – B & C

Base. + H.P. +5 Floor

658.00 02 1.52 < 30.0

Block – D, H Base. + H.P. +5 Floor

280.00 01 1.52 < 30.0

Block – E, F Base. + H.P. +5 Floor

267.00 01 1.52 < 30.0

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Block – G Base. + H.P. +5 Floor

207.00 01 1.52 < 30.0


Level of the Ground water table:150 Ft. No. & dimensions of RWH tank(s) : No. and depth of percolations wells :03 Nos. Details on Pre-treatment facilities :Desilting& Filter Chamber


Tree covered area (m2) :300 m2 Area covered by shrubs and bushes (m2):100 m2 Lawn covered area (m2):578.00 m2 Total Green Area (m2):978.34 m2 Green Area % of plot area:10.00 % No. of trees and species to be planted:133 Nos.

23. Budgetary

allocation for Environmental Management Plan (Rs. in lacs)

12 Lacs


Barricades of sufficient height, frequent water sprinkling, maintaining trees & roads in good condition etc.

25. Eco friendly building material usage details.

PPC in concrete, fly ash paver blocks in pavement areas, RMC & lead free paints etc.

During the meeting, it was noticed by the committee that the project proponent has submitted individual building/block wise project plans but layout plan for the entire project, showing building wise as well as floor wise total built up area & FSI area table, total plot area statement, basement area etc. has not been submitted by them. During the meeting after detailed discussion it was decided to further appraise the project only after submission of the following:


2. Full size conceptual project plan for the entire project showing plot area statement, building wise & floor wise total built up area as well as FSI area table etc.

3. Management plan for balanced quantity of top soil, excavated earth to be remained unused after its reuse within the premises.

4. T.P. Scheme map showing location of the project site.

5. Details on the number and type of trees to be planted within the premises.

6. How it will be ensured that the space between the shops and main road outside the premises, designated for parking, will not be encroached for the purposes other than parking and the visitors parking will not result in the congestion/ blockage of the main road. Parking plan showing the open

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surface areas designated for parking which should also include the parking space designated for visitors of residential units & commercial units.

12. Ravi Industries Plot No:1-20/B,Nr.Steel Art, GIDC Kalol, Gandhinagar

Screening & Scoping


M/s: Ravi Industries. (herein after Project Proponent – PP) submitted Application vide their letter dated 03/12/2014.

Project Status: New


This unit has obtained CTE for Inorganic Chemical Ferrous Sulphate and applied for manufacturing of

Dyes Intermediates as tabulated below:

Sr.

no.


MT/Month

Product for which CTE Obtained 1. Ferrous Sulphate 100 Proposed Products 1. Meta uriedo aniline (MUA) 25 2. Ethyl benzyl aniline meta sulphonilic acid (EBAMSA) 10

The manufacturing of proposed products MUA & EBAMSA falls under Category B of project activity 5(f)

as per the schedule of EIA Notification 2006.

Total plot area is 451.89 sq.m .Unit has proposed 100 sq.m area for green belt development. Total cost

of the project is Rs.1 Crores. Total water consumption for proposed project will be 4.35 KL/D (0.7

KL/day for Domestic, 3.65 KL/day for Industrial) which will be sourced from GIDC water supply.

Industrial waste water generation will be 12.5 KL/day, which will be treated in proposed Primary,

Secondary & Tertiary treatment plant and treated waste water will be sent to CETP of Kalol for further

treatment. Domestic waste water (0.35 KL/day) will be disposed off into soak pit system. Unit has

proposed one steam Boiler having capacity 1 TPH. Lignite/Coal (160 Kg/hr) will be used as fuel. Unit

has proposed MDC followed by Bag filter as APCM. PP presented that there will be no process

gaseous emission from the proposed product. Hazardous waste generated from the manufacturing

activity will be ETP sludge (5 MT/Year), Process waste (65 MT/Year), Discarded

containers/Bags/Liners (3.5 MT/Year) and Used oil (5 liters/Year).


During presentation, on asking about generation of spent sulfuric acid, PP informed that they will treat

acidic effluent in their ETP within premises and send it to CETP Kalol for further treatment. Committee

was of the view that performance of the CETP Kalol is to be verified. Looking to the Product profile, it

was unanimously decided to consider the project for TOR/scoping only after submission of the

following:

1. CETP performance data for the last three years including analysis reports of the GPCB. Also invite technical representative from CETP-Kalol in next meeting.

2. Spent acid generation quantity per MT of product manufacturing. Characteristic of spent acid and

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its management & disposal details.

3. Explore the possibility for conversion of Spent acid into valuable product within premises instead of sending it to CETP.

4. Justification regarding no process gaseous emission from the proposed production.

13. The Green Environment Servies Co-oP. Society Ltd. (Common TSDF)

Survey no.340,387-420, of vill. Semaliya, Ta.: Bayad, Dist.: Arvalli & Survey no. 15/30/45, Khata no. 574 of vill. Rozav and Survey no. 445 of Vill.: Kharod, Ta.: Virpur, Dist.: Mahisagar.

Screening & Scoping

Project / Activity No.: 7 (d)

M/s: The Green Environment Services Co-op. Society Ltd. (herein after Project Proponent – PP) submitted Application vide their letter dated 03/12/2014.

Project status: New Project / Activity Details: M/s.: The Green Environment Services Co-op. Society Ltd. has proposed to establish a TSDF site at

Survey no.340,387-420, of vill. Semaliya, Ta.: Bayad, Dist.: Arvalli & Survey no. 15/30/45, Khata no.

574 of vill. Rozav and Survey no. 445 of Vill.: Kharod, Ta.: Virpur, Dist.: Mahisagar. The total land area

of the proposed site is 325000 sq. meter. PP has proposed 110000 sq.meter area as greenbelt

development. There will be 4 no.s of Cells with capacity 12 Lac MT each. Expected project cost is Rs.

120 Cr. Fresh water requirement will be 8 KL/day for construction phase and 10 KL/day (8 KL for

Domestic, 1.5 KL for Gardening & 0.5 KL for Laboratory & Ancillary) for operation phase. Source of the

water will be ground water. Waste water & leachate generated from the activities will be sent to CETP

of GESCSL at Vatva for further treatment. There will be no discharge of waste water within or outside

premises. Hazardous waste suitable for landfill received will be weighed, sampled and then sent inside

TSDF cell for unloading. Compaction and levelling will be carried out regularly. Leachate collection

system will be provided. Vents will be provided at suitable locations within the cell for venting of

accumulated gases. Two D. G. Sets (125 KVA each) are proposed to be installed as a stand by

facility.HSD (20 L/hr each) will be used as fuel in DG sets. Hazardous wastes to be generated from

their own activities is Used oil (0.1 MT/Year).


The technical presentation by the project proponent included introduction of the company, general

information about the project, Location of site, Layout plan, details on proposed TSDF, Leachate

collection details, transportation of the wastes, TSDF process technology, Manifest system, Resource

consumption and conservation, Water consumption, Risk estimation, proposed TORs, etc. On asking

about member units, PP informed that they will cater for entire area of the Gujarat. Issues related to

transportation route, NA permission of the proposed land, buffer zone on periphery of the TSDF site

etc. have been discussed. Committee suggested to provide GPS system on hazardous waste carrying

dedicated vehicles and to provide CCTV cameras at suitable locations within the project premises.

The project proponent was further asked to follow all the relevant guidelines of MoEF and CPCB for

setting up and operation of the hazardous waste landfill sites. During meeting, the project proponent

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presented that they have already started baseline environmental monitoring from January 2015 and

requested to allow them to use the same for the preparation of the EIA report which was agreed to by

the committee.After deliberation on various issues, following additional TORs were prescribed for the

EIA study to be carried out for proposed TSDF project :

1. The study area shall be up to a distance of 10 Km for air quality, soil, surface and ground water quality from the boundary of the proposed project site.

2. Project site specific details such as distance of the project site from the nearest (1) Village or human habitation (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary / Reserve Forest shall be included in the EIA report.

3. Present land use pattern of the study area shall be given based on recent satellite imagery as well as field investigation clearly indicating, residential area, industries, vegetation (agricultural land, irrigated, un-irrigated, un-cultivable land-as per the revenue records, forest land- as per the records) grazing and waste land.

4. Comparison of alternate sites considered and the reasons for selecting the proposed site. Conformity of the site with the prescribed guidelines in terms of habitation, river, highways, railways, etc.

5. Justification for selecting particular capacity of the TSDF.

6. Point wise compliance of guidelines published by MoEF & CPCB for siting and designing of the proposed TSDF.

7. Land requirement for the facility including its break up for various purposes, its availability and optimization.

8. Details of proposed layout clearly demarcating peripheral open path for unobstructed movement of fire tender as well as various activities such as security, weighbridge, laboratory facility, temporary hazardous waste storage areas, stabilization units, landfill, vehicle tyre wash areas, leachate collection pits / wells and others such as admin building, canteen, worker’s room, health centers, vehicle cleaning areas/ maintenance areas, greenbelt, internal roads, etc.

9. Water requirement for the project and permission from the concern authority.

10. Quality and quantity of waste water to be generated from the proposed project and details of the ETP units including its capacity, size of each unit, retention time and other technical parameters.

11. Details on proposed recovery and recycling options, if any.

12. Details on hazardous waste inventorisation, segregation at source for compatibility with transportation system and subsequent treatment.

13. Details on compliance program to the manifestation corresponding to waste transportation from source to TSDF – adequate number of trucks, authorized dealers if any, features of the vehicles, trained manpower, health and safety measures, identification of transportation routes by avoiding vulnerable installations, frequency of truck movements, etc.

14. Details on proposed protocol for waste acceptance (verifying the waste quantity through weigh bridge, frequency of calibration of weighing machine, system for sampling, testing parameters, analysis methods, time lags, criteria for identifying the wastes which require stabilization prior to the landfill, no. of people, qualifications, manifestation systems, etc.)

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15. Details of the laboratory facilities and statement on adequacy including proposals for accreditation, etc.

16. Design details of hazardous waste storage facilities (capacities, protocol for storing the segregated hazardous waste, compliance to the statutory requirements and proposed safety precautions).

17. Details on proposed protocol for establishing the requirement of stabilization for various types of hazardous waste.

18. Details of stabilization process (step by step procedure, proposed structures, equipments, operations, general list of chemicals/material use, handling, personal protective equipments, occupational health and safety measurers, emergency preparedness, etc.

19. Details of the secured landfill (design, construction, operational and post closure maintenance) including waste volume, landfill capacity, phase-wise landfill capacity development and utilization plan, groundwater table, slope stability, compaction levels, liners, waste layers, capping arrangement, gas collection, leachate collection, equipments, stability considerations, trouble shooting mechanism, peizometric wells, health and safety measures, etc.

20. Specification of liners (for bottom & sides) and covers to be used for the proposed landfill site.

21. Details on landfill gas collection / venting system and its management.

22. Details of leachate collection system – leachate generation rates, leachate collection network within the landfill, external collection tanks (if any), treatment and disposal options (recirculation, evaporation, treatment, discharge, etc.), overflow control measures during flood/heavy rains, etc.

23. Details on landfill closure and its post closure monitoring plan including leachate, landfill gas, etc.

24. Possibilities of seepage & soil contamination and mitigation measure proposed to prevent the same.

25. Details of the existing access road(s)/walkways to the development site and its layout.

26. Details of vehicular traffic management within and outside the project area during waste transportation.

27. Proposed financial model, creation of fund for future liabilities till 30 years of post closure including monitoring, etc.


29. Specific details of fugitive emission from the proposed TSDF project and proposed measures to control it along with measures proposed to monitor VOC within work area.


31. Survey and topography details of the project area with appropriate contour interval.

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

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topography of the area due to the project. Details of the management of the run off / rainwater flowing through the existing natural drain / nallah / streams within the project site if any. Impacts on the surface hydrology pattern due to the proposed project. Details of measures proposed to ensure that natural drainage of the site will not be disturbed obstructed / disturbed and measures proposed to protect existing natural drain / nallah / streams within the project site.

33. Detailed plan to manage surface runoff in monsoon season. Measures proposed to avoid contamination of surface runoff from the TSDF in monsoon season. How it will be ensured that contaminated runoff won't flow outside the premises during rainy days.

34. Baseline data to be collected from the study area w.r.t. different components of environment viz. air, noise, water, land, biology and socio-economics.

35. Soil map up to 5 feet prepared by concerned Government Authority.

36. Details on geological and hydro-geological features of the project area such as type of soil, nature of soils, soil quality, soil properties including compressive strength, soil bearing capacity, consolidation, etc.

37. One season site-specific meteorological data including temperature, relative humidity, hourly wind speed and direction and rainfall shall be provided. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 10 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

38. 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 (SO2, NOx, PM10, PM2.5, VOC, Methane, CO2 etc.). The 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.

39. 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 project site, habitation, sensitive receptors, if any. 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.

40. Details on noise levels at sensitive/commercial receptors.

41. Impact of the TSDF installation on the environment including the local hydrology, soil condition, floral and faunal bio-diversity of the region and the mitigation measures proposed.

42. Details of flora and fauna duly authenticated should be provided. In case of any scheduled fauna, conservation plan should be provided.

43. Demography details of all the villages falling within the study area.

44. While identifying the likely impacts, also include the following for analysis of significance and required mitigation measures:

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− impacts due to hazardous waste carrying trucks movement − impacts due to leachate on surface water, soil and groundwater − impacts due to air pollution including landfill gas − impacts due to odour pollution − impacts due to noise − impacts due to fugitive emissions − impact on health of workers due to proposed activities

45. Proposed odour control measures.

46. Detailed five year greenbelt development program including types & number of trees to be planted, width of plantation, area under green belt development [with map], budgetary outlay; along with commitment of the management to carry out the tree plantation activities outside the premises at appropriate places in the nearby areas and elsewhere.

47. Details of existing trees to be protected / preserved / transplanted / removed. Permission of concerned authority for cutting the trees within the premises. Time bound action plan for compensatory tree plantation including details like number and type of trees to planted, area of tree plantation, budgetary allocation for the same etc. should also be submitted.

48. Details of top soil management plan during construction phase. If the topsoil is proposed to be preserved, the details relating to the quantity of topsoil stored, demarcated area on plan where it is stored along with preservation & reutilization plan is to be given.

49. Monitoring of pollutants at receiving environment for all the appropriate notified parameters

– air quality, groundwater, surface water, leachate, gas quality, etc. during operational phase of the project − Leachate within the landfill and after treatment − Groundwater quality around the landfill − Surface water quality − Gas quality within landfill (VOCs, H2S, etc.) − Air quality above landfill

50. Details on monitoring of qualitative parameters

Air quality, groundwater, surface water, leachate, gas quality, etc. – location, frequency, parameters, etc. for all the appropriate notified parameters for monitoring after landfill closure.

Leachate quality after treatment and at receiving environment

Groundwater quality around the capped landfill

Surface water quality

Air quality above landfill and at gas vents

51. Details of in-house monitoring capabilities and the recognized agencies if proposed for conducting monitoring.

52. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Plan for pre-employment and periodical medical checkup of the workers.

53. Details on landfill closure and its post closure monitoring plan including leachate, landfill gas etc.

54. Details of the proposed overall safety and health protection measures during the project design, construction and operation phases.

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55. Details on surface/storm water management.

56. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenario. The worst-case scenario should take into account the maximum inventory of storage at site at any point in time. The risk contours should be plotted on the plant layout map clearly showing which of the activities would be affected in case of an accident taking place. Measures to guard against fire hazards including details of fire detection and control system and fire control plan showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.

57. Details of the emergency preparedness plan and on-site & off-site emergency management plan and disaster management plan.

58. Details of disaster management plan during operation phase of the project should include also scenario of natural catastrophe like earth quake, cyclone and floods in addition to other disasters. The plan should include the details of (i) Emergency lighting plan (ii) details of power back up system in the case of emergency (iii) fire fighting arrangements (iv) first aid arrangement (v) Training and Mock drill (vi) Emergency announcement system (vii) Signages (viii) location of emergency stair cases and pathways etc.

59. Details of seismic zone of the project site and design aspects required to be adhered to as per National standards.

60. Proposal for socio-economic development activities including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

61. Detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

62. Plan for reuse / recycling of gypsum sludge and iron sludge along with the agreement letters of end-users.


64. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report. (b) Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions? If so, it may be detailed in the EIA.

65. What is the hierarchical system or administrative order of the company to deal with the environmental issues and for ensuring compliance with the EC conditions? Details of this system may be given.

66. Does the company have a system of reporting of non compliances / violations of environmental norms to the Board of Directors of the company and / or shareholders or stakeholders at large?

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This reporting mechanism should be detailed in the EIA Report.



The above TORs should be considered for the preparation of the draft 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.

14. Shileshkumar HArjibhai Radadiya

Block No:142, T.P.S. No.22, F.P.No.53, Valak, Surat

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential 3. Project / Activity No.

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

4. Name of the project - 5. Name of Developer Mr. ShaileshkumarHarjibhaiRadadiya

6. Estimated Project

Cost (Rs. In Crores) Rs. 30crores


No

8. Project Details Land / Plot Area (m2):11,981 FSI area (m2):26,710.75 Non FSI area (m2):12,742.33 Total BUA (m2):39,453.08

Permissible Proposed FSI Area (m2) 26,777.50 26,710.75 Ground Coverage (m2) 3,434.55 2,952.38 Common Plot Area (m2) 1,198.30 1,198.30 Max. building height (m) 65 m 43.2

9. Building Details No. of Buildings: 5 No. of Blocks:5 Scope of buildings/blocks: Basement + hollow plinth + 11 floors. No.& size of Residential Units:132 units No. & type of Commercial Units: Nil Details of amenities if any: Club house and jogging track

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594


Water requirement (KL/day):30 Source of water: SMC Waste water generation quantity (KL/day):4.2 Mode of disposal:Details of reuse of water, if any: SMC drain


Fresh water requirement (KL/day):90.6 Source of water:SMC Waste water generation quantity (KL/day):66.5 Mode of disposal: disposed in to SMC drain


Both drainage and water supply line exist in the area.





Top Soil 19,000 19,000 Utilized for backfilling and greenbelt development within project site


- - If any then utilized within site only

Construction debris

36 kg/day Nil Sold off to recyclers

Steel scrap Discarded packing materials





Dry waste 156 kg/day Door to Door collection system of SMC

Processing and Disposal at Khajod Disposal Site

Wet waste 200 kg/day

Details of segregation if to be done: Separate bins for dry and wet waste provided to each unit

Capacity and no. of community bins to be placed within premises: 5 nos of bins having capacity of 25 kg each for dry waste and 40 kg for wet waste will be provided to each building.

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

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Parking area requirement for residential units as per GDCR: 4 006.61 m2


Number of CPS requirement for residential units as per NBC: 132

Total Parking area provided (m2) & No. of ECS:8,598.25 m² and 277 ECS

Parking area provided in basement (m2) & No. of ECS: 6,746.40 m2 and 211 ECS.

Parking area provided in hollow plinth (m2) & No. of ECS: 1,851.85 m2 and 66 ECS.

16. Traffic Management Width of adjacent public roads:18 m &12 m T.P. road Number of Entry & Exit provided on approach road/s:Two gates

will be provided. Width of Entry & Exit provided on approach road/s:7.5 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation):7 m Width of all internal roads: 7.5 m


Provision of aerated coke (foam type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline, rain water harvesting etc.


Power supply: Maximum demand:600 KW Connected load:700 KW Source: DGVCL

Energy saving measures: Maximum utilization of natural light, roof-top thermal insulation, CFL lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

DG Sets: No. and capacity of the DG sets:2 ×132 KVA Fuel & its quantity: diesel (15 Liter/h) Note : - D.G. Sets will be used incase of power failure or fire emergency


During the construction phase: Fire extinguishers at various locations, printed board showing important Tele. number of fire, ambulance, hospital etc., training to the workers related to safety aspects, provision of first aid box, ambulance service in case of major injury, provision of PPEs like safety belt, helmet, gumboot/ safety shoes, safety Net, safety goggles etc.

During the operation phase: Smoke detectors for fire, fire water reservoirs of 100 KL capacity, mobile fire extinguishers, fire extinguishers, hose reel, wet riser, manually operated electric

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fire alarm system, terrace fire water storage tank of 20 KL on each block.

The nearest fire station: Varachha fire station about 4.5 km away from the project site.


No. of floors

Floor area

No. of staircase


Travel distance (m)

A to D

11 447.19 1 1.50 m Less than 15 m

E 11 639.49 2 1.50 m Less than 15 m


Level of the Ground water table: 12m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells :3 Details on Pre-treatment facilities :only roof top rainwater

harvesting is proposed 22. Green area details Tree covered area (m2) :900

Area covered by shrubs and bushes (m2):300 Lawn covered area (m2):600 Total Green Area (m2):1500 Green Area % of plot area:12.51% No. of trees and species to be planted:300

23.


Green belt development : 60Lacs Drainage and rain water harvesting: 50lacs Solar and energy saving: 30lacs Total: 140Lacs


Loading & transportation in covered trucks, covered shed provided for cement unloading activity, temporary wind screen around project site, sprinkling of water on roads and in vicinity of storage area.


Fly ash brick, aerated block, paving block, RMC, lead free paints.


NA order is in the name of Raghuvir Enterprise.

During the meeting, it was observed that the project site is at a distance of 48.46 m from the bank of the river Tapi. Further it was noticed that as presented before the committee, block E having floor area more than 500 m2 will be provided with 2 staircases, but the project plans submitted by them do not show provision of two staircases. After detailed discussion it was decided to consider the project only after submission of the following:

1. Copy of agreement made between the Raghuvir Enterprise and the applicant for development of the proposed project.

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2. Details of the highest of the high flood level of the area recorded in the past and details of the measures proposed to avoid the adverse impacts due to flood.

3. Details of soil excavation / filling required for the project along with its quantification based on backup calculations. Details with respect to proposed use / disposal of excavated soil. Plan for management, use and disposal of construction debris including excavated materials during the construction phase.

4. Project plans showing provision of two staircases in the buildings having floor area more than 500 m2 on each floor.

15. Gujarat Housing Board (Residential Cum Commercial)

F.P.No.324 to 329, S.P.No.1/B, T.P.S>No.29 Naranpura, Ahmedabad

Screening & Scoping

This is a proposed building construction project having total land area of 48,830.32 m2, net plot area of 41,630.0 m2 and the proposed built up area will be 1,66,869.49 m2. The project falls under the project/activity 8(b) as per the schedule of EIA Notification -2006.

The project will comprise of 29 buildings (28 residential & 1 commercial) housing total 1568 nos. of residential units and 36 nos. of commercial units. Presentation made during the meeting also covered the details like water consumption & waste water generation during construction & operation phase, MSW generation & mgmt. plan, parking area proposed, air & noise pollution control aspects, traffic management & safety, water & energy conservation measures, proposed TOR etc.

During the meeting, looking to the large scale of the project, the proponent was suggested to make provision of STP for the treatment of domestic waste water to be generated during the operation phase and to reuse the treated sewage for the applications like flushing, gardening etc. After discussing the project in detail, the following TOR were prescribed for the EIA study to be done covering 5 km radius from the boundary of the project site:

1. Details of final approved, allotted land for the project with exact survey numbers. Land

possession documents, copy of permission obtained for non agricultural use of the project site or

a copy of documents showing the correspondences made in this regard and copy of agreement

made between the land owners & developers (if any).

2. Copy of all conceptual project plans [full size] submitted to the competent authority for approval.

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

4. Existing land use pattern based on satellite imagery. Details of change / creation in land use /

land cover due to the proposed project.

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

topography of the area due to the project. Details of the management of the run off / rainwater

flowing through the existing natural drain / nallah / streams within the project site if any. Impacts

on the surface hydrology pattern due to the proposed project. Details of measures proposed to

ensure that natural drainage of the site will not be obstructed / disturbed and measures proposed

to protect existing natural drain / nallah / streams within the project site.

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

service and commercial units as well as other amenities (like hospital, hotel, restaurant, school,

club house, swimming pool etc. if any) to come up in the project.

7. Height of the buildings to come up in the project. Break up of FSI, built up area plot wise, block

wise plan & area statement.

8. Provision of separate entry & exit and adequate margin all round the periphery for easy

unobstructed movement of fire tender without reversing.

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9. Proposed residential population as well as floating population including visitors considered for the

proposed project.

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

norms.

11. Assessment of source of the water supply with adequacy of the same to meet with the

requirements for the proposed project. Permission obtained from the concerned authority for

supply of raw water. Undertaking stating that no bore well shall be dug within the premises.

12. Details of sewage treatment plant with size of each unit and its location on the plan. Measures

proposed to avoid odour nuisance due to the STP in operation phase.

13. Provision of dual plumbing to be provided for reuse of treated sewage for flushing & cooling water

make up purpose.

14. Complete treated sewage utilization/disposal plan. Adequacy of open land area available for

utilizing treated sewage for plantation / gardening. Suitability of use of treated sewage on the land

with respect to the soil characteristic etc. shall be studied and a report in this regard shall be

submitted.

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

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

storm water during high rainy days.

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

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

management, use and disposal of construction debris including excavated materials during the

construction phase.

17. Details of top soil management plan during construction phase.

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

construction period.

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

to ensure that they do not ruin the existing environment.

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

measures proposed to abate noise pollution.

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

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

Parameters to be considered shall be in accordance with the revised national ambient standards.

Air quality modeling shall be carried out for prediction of impact of the project on the air quality of

the area. The details of the model used and the input parameters used for modeling shall be

provided. The air quality contours shall be shown on the location map clearly indicating the

location of site, location of sensitive receptors, if any, and habitation. Latest available IMD data

shall be utilized.

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

project.

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

vibrators etc.

24. Details with respect to the quantity of the generation of the garbage / Municipal Solid waste, Bio

Medical waste (if any) and mode of its treatment and disposal. Details of composting facility, if

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any proposed for composting of bio-degradable waste.

25. Details of hazardous wastes likely to be generated and its storage & disposal.

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

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

requirement as per present AMC/AUDA/GDCR and National Building Code (NBC) guidelines for

each individual component of the township. The backup calculations showing the bifurcation of

the built up area according to the activity vis-à-vis parking area required shall be furnished. Mark

the area of parking on the drawing showing the parking. Also details of visitors parking, whether

considered in total parking calculations / provisions or not.

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

including visitors as well as data of the peak period and the measures to avoid the traffic

congestion in the interior as well as the exterior roads. Base line status of the existing traffic,

impact on it due to the project activities, carrying capacity of the existing roads and details of

traffic management in and outside the project during operation phase of the project.

28. Details of existing trees to be cut / relocated. Detailed green belt development plan as per the

CPCB guidelines, including area of tree plantation, its demarcation on the map, number and

types of trees and budget allocation thereof. Also provide the break up of the greenbelt viz. the

tree covered and lawn covered area.

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

RMC, lead free paints, use of PPC in concrete etc.

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

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

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

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

conservation.

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

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

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

rainwater in the case of surface run off is to be harvested. Location of recharge percolation wells

on the layout plan.

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

national standards for buildings to make it earthquake proof.

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

protection equipment.

35. Details of the exits and staircases on each floor in high the buildings for evacuation from the top

level to the street level along with the distances between two such staircases in each building.

Provision of two staircases to open at ground level from the highest point of building [with access

from each floor], in each building having floor area more than 500 m2 on each floor. Plan showing

emergency exits as well as location of stair cases, lifts and pathways etc. and compliance to the

GDCR and NBC in this regard.

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

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

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

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

site etc.

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

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

project as first aid providers, fire fighters etc.

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

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

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

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

Training and Mock drill (vi) Emergency announcement system (vii) Signages (viii) location of

emergency stair cases and pathways etc.

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

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

construction and operation phase and strategy for its implementation with financial outlay. Details

of monitoring / supervision cell to monitor environmental aspects during construction phase as

well as operation phase including provision of qualified construction safety officer.

40. Undertaking regarding maximum employment to the local people as well as strict compliance of

the Gujarat Building and other Construction Workers Rules.

41. A table showing the compliance of the above mentioned TORs.

The project shall be appraised on receipt of the EIA report.

16. MH Mills & Industries Ltd. (Commercial Project)

F.P.No.104/1,T.P.S>No.16, Shaher Kotda, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Commercial 3. Project /

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

8 (a)


Commercial Project


M/s. MH Mills & Industries Limited


100 Crores


No

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8. Project Details Land / Plot Area (m2) : 58,938.0 Net Land / Plot Area (m2) : 29,546.48 FSI area (m2):64,583.3 Non FSI area (m2):33,538.66 Total BUA (m2):98,122.0

Permissible Proposed FSI Area (m2) 79,775.49 64,583.34 Ground Coverage (m2) NA 14,064.40 Common Plot Area (m2) 2,954.6 3,000 Max. building height (m) NA 23

9. Building Details No. of Buildings:10 No. of Blocks:10 Scope of buildings/blocks: Commercial - Corporate House.

Basement + ground floor + 4 floors. No.& size of Residential Units: No No. & type of Commercial Units: Total 331 Corporate House.

Average unit size is 207 m2 Details of amenities if any: No.


6500 number of occupants and 500 number of Visitors


Water requirement (KL/day): 24 Source of water: Tankers Waste water generation quantity (KL/day): 10.4 Mode of disposal: Septic Tank Details of reuse of water, if any:No


Total water requirement (KL/day): 313.5 Fresh water requirement (KL/day):100 Source of water: AMC Waste water generation quantity (KL/day):240 Mode of disposal: STP In case of STP provision, capacity of STP: 275 KL/day STP Technology: Biological Treatment Purposes for treated water utilization: Flushing and Gardening Quantity of treated water to be reused:1.Gardening (KL/day): 13.5

2. Flushing (KL/day): 200 Provision of dual plumbing system (Yes/No): yes Quantity and type (treated/untreated) of water to be discharged:

During the rainy season, when treated sewage utilization for gardening is not possible, the treated sewage will be discharged into AMC drain.

Mode of disposal: Reuse in gardening and flushing. 13. Status of water


Available at site


Construction Phase: Generation Quantity to be Mode of

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(m3) reused (m3) Disposal / Reuse

Top Soil 6,000 6,000 Reuse for green belt development


1,14,000 51,600 Will be used in backfilling & development of internal roads & other paved areas. Balanced quantity will be used in other projects in the vicinity

Construction debris

1,000 650 Will be used for backfilling & internal road development. Balanced quantity will be handed over to AMC.



15 T 0 Sold to vendors





Dry waste 800 White bins Sold to vendors

Wet waste 1200 Green bins Municipal bins Details of segregation if to be done: Yes Capacity and no. of community bins to be placed within premises:

15kg and 30 number of community bins provided at open space Landfill site where waste will be ultimately disposed by local

authority: nearby MSW landfill/ dumping site of AMC.

15. Parking Details Total parking area requirement for the project as per GDCR: 32,291.67 m2.

Parking area requirement for Commercial units as per GDCR: 32,291.67

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Number of CPS requirement for commercial units as per NBC:1292

Total Parking area provided (m2) & No. of ECS:42,930 m2 and 1,410 ECS

Parking area provided in basement (m2) & No. of ECS:24,800 m2 and 775 ECS

Parking area provided as open surface (m2) & No. of ECS:5650 m2 and 245 ECS

Parking area provided (at any other place-specify) (m2) & No. of ECS: Mechanical parking in basement 12,480 m2 and 390 ECS.


Width of adjacent public roads: Two 18 m wide road on two sides. Number of Entry & Exit provided on approach road/s: total 9 gates

will be provided. Width of Entry & Exit provided on approach road/s: 6.0 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width forthe plantation): 5.0 m Width of all internal roads: minimum 6 m & 9 m.


Use of RMC, water efficient taps, water meters, maximum use of natural lighting through architectural design, energy efficient motors & pumps, maximum use of aerated block, use of LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas- 20 number of solar lighting, roof-top thermal insulation etc.




Compliance of the ECBC guidelines (Yes / No),if yes, compliance in tabular form: only Roof will meet ECBC -2007 norms. Minimum glass (10% of wall area. ) will be used. Roof-top thermal insulation (6 mm Internal Plaster, 150 mm RCC Slab, 6mm water proofing, 25mm Mosaic tiles)

DG Sets: No. and capacity of the DG sets: 62.5 KVA Fuel & its quantity: HSD and 12 litre/hr



During operation phase: Fire extinguishers, hose reel, wet riser, yard hydrant, manually operated electric fire alarm system, underground static water storage tank-300 KL, terrace water storage tank-200 KL (total capacity), automatic sprinkler system (basement), automatic detection and alarm system, pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level –one electric and one

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diesel pump of capacity 2,280 lit/min and one electric pump of capacity 180 lit/min.



Floor area (m2)

No. of staircase

Width of the staircase (m)

Travel distance

(m) A G+ 4 1696.66 3 1.6 25 B G+ 4 1756.19 3 1.6 25 C G+ 4 1418.33 3 1.6 25 D G+ 4 1756.19 3 1.6 25 E G+ 4 1756.19 3 1.6 25 F G+ 4 1174.84 2 1.6 25 G G+ 4 828.26 2 1.6 25 H G+ 4 548.85 2 1.6 25 I G+ 4 1661.54 3 1.6 25 J G+ 4 1491.71 3 1.6 25


Level of the Ground water table: 20 m No. & dimensions of RWH tank(s) :8 nos. and 2m X 2m X 2.5 m No. and depth of percolations wells :8 nos. and 17 m depth Details on Pre-treatment facilities : Oil and grease removal, filter

media. 22. Green area

details Tree covered area (m2) :1300 Area covered by shrubs and bushes (m2):700 Lawn covered area (m2):1000 Total Green Area (m2):3000 Green Area % of plot area:10 No. of trees and species to be planted:445 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar.


Spraying of water, peripheral barricading, covered shed for cement loading area, covering the excavated earth with tarpaulin sheet etc.

24.


S.

No.

Head Approximate recurring cost per

annum (Rs. in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost

estimates


2. Water 1.5 50 STP and O & M cost


waste managem

ent

1.5 3.0 Provide bins door to door

and transportatio

n cost

4. Environment

monitoring

3.0 0 The recurring cost would be incurred on hiring of consultants

and payment

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of various statutory fees to regulatory

agencies.

5. Rain water 2.0 20. Collection system,

treatment and recharge

well

6. Green belt 1.5 3.5 -

Total 9 17

25. Details of ecofriendly building materials



Village form no. 7 in the name of M.H. Mills & Industries Ltd.,

During the meeting, it was presented that the traffic survey was carried out on the roads from Gomtipur to Saraspur & from Kalupur to Bapunagar which shows that both the roads having carrying capacity of 1400 PCU will be adequate enough for accommodating the existing as well as additional traffic load after the execution of the proposed project. It was presented that the existing mill at the project site will be demolished completely for constructing the proposed project. After discussing the various aspects of the project in detail, it was decided to consider the project only after submission of the following:

1. Complete demolition debris management plan including generation quantity, mode of its reutilization & disposal, permission from concerned authority for disposal etc.

17. Satyamev Elysium (Jainam Developers)

S.No.675, F.P.No.38, TPS No.41, Sola, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential Project 3. Project /

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

8 (a)


Satyamev Elysium


Jainam Developers


30 Crores

7. Whether construction work has been initiated at site?

No

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If yes, details thereof

8. Project Details Land / Plot Area (m2): 3,824.54 FSI area (m2):15,294.62 Non FSI area (m2):8,755.61 Total BUA (m2):24,050.23

Permissible Proposed FSI Area (m2) 15,298.16 15,294.62 Ground Coverage (m2) NA 1,309.29 Common Plot Area (m2) 382.45 385.09 Max. building height (m) NA 45

9. Building Details No. of Buildings:1 No. of Blocks: 2 Scope of buildings/blocks: Residential. 2 level basement + hollow

plinth + 14 floors. No.& size of residential units: 78 Flats- 4BHK (Size 196.08 m2) No. & type of Commercial Units: No Details of amenities if any: No


351 occupants and 50 visitors


Water requirement (KL/day): 19.75 Source of water: Tankers Waste water generation quantity (KL/day): 5.73 Mode of disposal: septic tank Details of reuse of water, if any: No


Fresh water requirement (KL/day): 49.67 Source of water: AMC Waste water generation quantity (KL/day):38.50 Mode of disposal: Drainage line of AMC


Available at site





Top Soil 900 900 Reuse for green belt development


17,100 7,560 Will be used in backfilling & development of internal roads & other paved areas. Balanced quantity will

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be used in other projects in the vicinity

Construction debris

200 120 Will be used for backfilling & internal road development. Balanced quantity will be handed over to AMC.



8 0 Sold to vendors





Dry waste 88.4 White bins Sold to vendors

Wet waste 132.6 Green Bins Municipal bins Details of segregation if to be done: yes Capacity and no. of community bins to be placed within premises:

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

Landfill site where waste will be ultimately disposed by local authority: Nearby landfill / dumping site for Municipal Solid Waste.



Total number of CPS requirement for the project as per NBC :78 Number of CPS requirement for residential units as per NBC: 78 Total Parking area provided (m2) & No. of ECS: 6,680.31 & 215

ECS Parking area provided in basement (m2) & No. of ECS: 5,319.1 &

166 ECS Parking area provided in hollow plinth (m2) & No. of ECS:1,161.21

& 41ECS Parking area provided as open surface (m2) & No. of ECS: 200 &

8 ECS 16. Traffic

Management Width of adjacent public roads: 36 m wide roads Number of Entry & Exit provided on approach road/s: Two gates

will be provided. Width of Entry & Exit provided on approach road/s: 6.0 m

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Minimum width of open path all around the buildings for easy access of fire tender (excluding the width forthe plantation): 5.0 m

Width of all internal roads: 7.5 m & 6.0 m 17. Details of


Use of RMC, water efficient taps, water meters, maximum use of natural lighting through architectural design, energy efficient motors & pumps, maximum use of aerated block, use of LED lighting fixtures and low voltage lighting, solar lighting in open and landscape areas- 10 number of solar lighting, roof-top thermal insulation 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:40 KVA Fuel & its quantity: HSD, 9 litre/hr



During operation phase: Fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system, underground static water storage tank-100 KL, terrace water storage tank-20 KL (total capacity), automatic sprinkler system (basement), pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level –one electric and one diesel pump of capacity 2,280 lit/min and one electric pump of capacity 180 lit/min.



No. of floors

Floor area m2

No. of staircase


(m)

Travel distance

(m) Residential HP + 14 654.64 2 2.0 &1.5 17


Level of the Ground water table: 22 m No. & dimensions of RWH tank(s) : 1 No and 2 m X 2 m X 3 m No. and depth of percolations wells :1 no and 17 m Details on Pre-treatment facilities : oil and grease removal and

filter 22. Green area

details Tree covered area (m2) :125 Area covered by shrubs and bushes (m2): 140.09 Lawn covered area (m2):120 Total Green Area (m2):385.09 Green Area % of plot area: 10 % No. of trees and species to be planted: 58 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

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Spraying of water, peripheral barricading, covered shed for cement Loading area, covering the excavated earth with tarpaulin sheet etc.

24.


S.

No.

Head Approximate recurring

cost per annum (Rs.

in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost

estimates



waste managem

ent

2.0 3.0 Provide bins door to door and transportation cost

3. Environment

monitoring

3.5 0 The recurring cost would be incurred on hiring of consultants and payment of various statutory fees to regulatory agencies.

4. Rain water 2.0 5.0 Collection system, treatment and recharge well

5. Green belt 1.5 3.0 -

Total 10 13.5

25. Details of eco friendly building materials



NA order in the name of land owners and agreement between land owners & M/s Jainam Developers has been submitted.

During the meeting, after having discussed the various aspects of the project, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

18. AL Foulek Residency Pvt. Ltd.(Al Foulek Project)

R.S.No.50/P,55/2,54/P (Plot No.2)+55/1/P (Plot No.3 to 5),Dungri Patti, Bharuch

Screening & Scoping

This is a proposed building construction project with plot area of 11,365.0 m2 and the proposed built up area of 34,745.79 m2. As the built up area is >20,000 m2 and <1,50,000 m2, it falls in the category 8(a) of the Schedule of EIA Notification, 2006.

The project will comprise of 6 buildings housing 155 nos. of residential flats, 68 nos. of offices, 36 nos.

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of shops and 2 nos. of banquet halls / show rooms. During construction phase, water requirement will be 11.3 KL/day which will be met through borewell water and domestic waste water to be generated during the construction phase will be disposed off thorough septic tank / soak pit system. About 3,860 kg/day of municipal solid waste to be generated during the operation phase will be disposed at the nearest sanitary waste land fill/dumping site. Rain water harvesting from rooftop and paved areas and ground water recharge through 5 nos. of percolating wells is proposed to be carried out. Energy conservation measures proposed include use of CFL lights in common areas, use of transformers & motors of minimum 85% efficiency, use of light colours to reduce the light absorption etc. Dust suppression by spraying of water, covered shed for cement unloading activity, PUC compulsion for vehicles etc are the proposed dust control measures. Overhead fire water tanks of 30 KL capacity on each block, fire extinguishers at each floor, fire hydrant near each building, fire water mains with hose pipe at each floor having 3 kg/cm2 etc. will be provided as fire fighting measures. It is proposed to develop 738.5 m2 area as green belt comprising of about 211 trees. Project site is having direct access through 45 m and 18 m wide roads on northern and eastern sides respectively & 4 gates will be provided for entry/exit.

During the meeting, it was presented that ground water will be used during the operation phase and domestic sewage will be disposed off through septic tank into soak pit. The project proponent was asked to explore the possibility of getting surface water supply. The project proponent replied that they will get water supply from Bharuch Municipal Corporation. Further it was observed that the project proponent has calculated parking area provision for residential units only and not considered the parking area provision for commercial units as well as banquet halls/show rooms of the project. They were also suggested to make use solar energy to the extent possible. After detailed discussion, it was decided to further appraise the project only after submission of the following:

1. Full size conceptual project plans showing the plot area statement, buildings wise & floor wise built up area table, FSI area table, floor area table.


3. Exact source of water supply, drainage connection and municipal solid waste collection facility for the proposed project and copy of permission / letter of intent obtained from the concerned authority in this regard.

4. A single layout map showing parking provision, unobstructed peripheral open path, green belt (tree covered area) and location of percolation wells with different colour codes.

5. Top soil management plan. Details of soil excavation / filling required for the project along with its quantification based on backup calculations. Details with respect to proposed use / disposal of excavated soil. Plan for management, use and disposal of construction debris including excavated materials during the construction phase.

6. Details of provisions to be made for solar energy utilization.

7. Detailed parking plan showing accommodation of two wheelers and four wheelers for residential as well as commercial units of the project, its adequacy for the project and norms adopted for the calculations. The details shall include the parking requirement as per present GDCR and National Building Code (NBC) guidelines. The back up calculations showing the bifurcation of the built up area according to the activity vis-à-vis parking area required shall be furnished. Mark the area of parking on the drawing showing the parking. Also details of visitors parking, whether considered in total parking calculations / provisions or not.

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8. Scope of the buildings to come up in the project as well as detailed building wise bifurcation, no. & area of flats. Height of each building to come up in the project. Break up of FSI, built up area plot wise, block wise plan & area statement.

9. Details of the exits and staircases on each floor for evacuation from the top level to the street level along with the distances between two such staircases in each building. Provision of two staircases to open at ground level from the highest point of building [with access from each floor], in each building having floor area more than 500 m2 on each floor.

10. Details on the safety aspects and basic amenities to be provided to the construction labours.

19. Pellucid Lifesciences Pvt. Ltd.

Plot No:3538, Ph:4, GIDC-Chhatral, Ta.: Kalol, Dist.: Gandhinagar

Screening & Scoping


M/s: Pellucid Lifesciences Pvt. Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 05/12/2014.



This is a new project and PP has applied for manufacturing of the Synthetic Organic Chemicals (Enzyme Manufacturing) as tabulated below:

Sr. no.


MT/Month

1. Acid Protease 5.9

2. Xylanease 5.4

3. Organic Manure (By Product) 49.0


Total plot area is 1166.25 sq.m. Unit has proposed 233.25 sq.m area for green belt development. Total

cost of the project is Rs. 5.85 Crores. Total water consumption for proposed project will be 11.9 KL/D

(1 KL/day for Domestic, 10.9 for Industrial) which will be sourced from GIDC water supply. Industrial

waste water generation will be 5.5 KL/day, which will be treated in proposed Primary, Secondary &

Tertiary treatment plant followed by RO plant. Treated waste water will be re-used for process

washing, gardening and toilet flushing. Domestic waste water (0.75 KL/day) will be disposed off into

soak pit system. Flue gas generation will be from two Steam Boilers (3 TPH & 0.4 TPH) and standby

DG set (250 KVA). Coal (1.25 MT/day) will be used as fuel. Unit has proposed MDC followed by wet

scrubber as APCM. No process gas emission is envisaged. Hazardous waste generated from the

manufacturing activity will be ETP sludge (0.910 MT/Month) & Discarded containers/bags (0.022

MT/Month).


Presentation made by the proponent included the general information about the project, plant layout,

raw material & resource consumption, manufacturing process, water balance diagram & waste water

treatment scheme, hazardous waste generation and its disposal etc. During the course of discussion,

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the project proponent was asked to use Briquettes of Bio-Fuel in place of Coal as fuel in the Boilers.

Committee was of the view that PP should submit the analysis report from approved laboratory for By-

product Organic Manure which will be generated from the fermentation process and to check the

applicability of the hazardous waste Rules. The PP was asked to ensure that there shall not be any

kind of effluent discharge outside the project premises and the unit shall not have any kind of drainage

connection from GIDC.Project proponent has requested to consider the project as B2 category project.

The request was considered by the committee looking to the low pollution potential in terms of air and

location of the project in GIDC Chhatral. Certain additional information was sought for the appraisal of

the project.

1. Copy of plot holding certificate obtained from GIDC.

2. Provision of separate entry & exit and continuous unobstructed peripheral open path within the project area for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

3. Permission from the GIDC for supply of raw water to the proposed unit. Undertaking stating that no bore well shall be drilled within the premises.

4. Detailed manufacturing process of each product along with chemical reactions of unit processes.

5. Detailed mass balance for each product and water balance (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated from the process and disposal plan for each waste stream. Explore possibility of reuse / recycle and other cleaner production options for reduction of wastes.

6. Product wise and stream wise qualitative and quantitative assessment of the wastewater. A detailed treat ability study vis-à-vis the adequacy and efficacy of the treatment and disposal facilities proposed for the wastewater to be generated.

7. Technical details of the proposed ETP including size of each unit, retention time etc. along with adequacy and efficacy report.

8. Technical details of the RO system.

9. Economical and technical viability of the effluent treatment system.

10. Application wise break-up of treated effluent quantity to be recycled / reused in various applications like washing, domestic, gardening and plantation etc. Details about availability of open land for utilizing the treated water for plantation / gardening. Suitability of use of treated effluent / sewage on the land with respect to the soil characteristic and its capacity to take up effluent load etc. shall be studied and a report in this regard shall be submitted.

11. How it will be ensured that treated effluent/sewage won't flow outside the premises linked with storm water during high rainy days. Detail on provision and capacity of a tank for storage of treated effluent during high rainy days when treated effluent disposal by irrigation is not feasible.

12. Treated effluent management plan during monsoon season when utilization of treated effluent for gardening & plantation purpose is not feasible.

13. Plans for management and disposal of waste streams to be generated from spillage, leakages etc.

14. Specific details of (i) Details of the utilities required (ii) Type and quantity of fuel to be used for each utility (iii) Flue gas emission rate emission from each utility (iv) Air Pollution Control Measures proposed to each of the utility along with its adequacy (v) List the sources of fugitive emission

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along with its quantification and proposed measures to control it.


16. Details of provisions for the work area air quality monitoring as per Gujarat Factories Rules.

17. 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?


19. Submit the analysis report from approved laboratory for By-product Organic Manure which will be generated from the fermentation process and ensure that this waste is not covered under the hazardous waste Rules.

20. Membership of Common Environmental Infrastructure including the TSDF / Common Hazardous Waste Incineration facility (Whichever is applicable) along with an assessment to accommodate the quantity of wastes to be generated.

21. MSDS of the products & raw materials.


23. Details of possibilities of occupational health hazards from the proposed manufacturing activities and proposed measures to prevent them.

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

25. Details of hazardous processes and their engineering controls.

26. Details of the separate isolated storage areas for toxic materials and flammable chemicals.

27. A detailed EMP including the protection and mitigation measures for impacts on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimisation, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.

28. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work zone ambient air quality monitoring plan as per Gujarat Factories Rules.

29. Fire fighting arrangement and requirement of its strengthening due to proposed augmentation. This should include details of automatic detection and control system & detailed control plan showing hydrant pipeline network, provision of DG Sets, diesel driven fire pumps for operation during power disruption, jockey pump, fire water monitor, toxic gas detectors, fire / foam tenders etc.

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30. Detailed risk assessment report including prediction of the worst-case scenarios and maximum credible accident scenario, catastrophic failure along with damage distances and preparedness plan to combat such situation and risk mitigation measures. Vulnerable zone demarcation on the map.

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


33. Proposal for socio-economic development activities including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

The project shall be appraised after satisfactory submission of above cited details.

20. Allahabad Sand R.S.no.923, Village : Bhimpur, G.M.D.C. Road, Rajpardi Ta.: Jhagadia, Dist.: Bharuch

Screening & Scoping

Project / Activity No.: 2(b)

M/s: Allahabad Sand (herein after Project Proponent – PP) submitted Application vide their letter dated 12/12/2014.

Project status: New Project / Activity Details:

This is a new unit proposes for Screening & Washing of Silica Sand - 2000 MT/Month. Basic raw

material for this process is Silica Sand from sand mine owners. Total land acquired for the proposed

activity is 22800 sq.m. Total cost of the project is Rs. 0.64 Crores. Total water consumption will be 26

KL/day (1 KL/day Domestic, 25 KL/day for Sprinkling). Source of water will be Surface water from

nearby River. Waste water generated from the sprinkling activity will be reused after settling of the

sediments. There will be no discharge of waste water from the sprinkling/washing activity. Domestic

waste water (0.7 KL/day) will be disposed off into soak pit system. There is no use of any fuel in the

production activity. No flue gas and no process gas emission from the manufacturing activity are

envisaged. There will be no vent/stack from the production activity. . There will be no hazardous waste

generation from the process. There will be no use of toxic chemicals/raw materials in manufacturing

process.


On asking about mining of sand, PP informed that they will purchase the sands from different mine

owners and directly sell to the customers after screening & washing of sands. PP assured that they will

not do any mining activity for Sand. Committee asked to purchase sand from the mine owners who

have obtained Environmental clearance for Sand mining from concern authority. Looking to the less

pollution potential of the project and considering the fact that no any kind of chemical reactions

involved in proposed beneficiation process, after detailed discussion, the project was categorized as

B2 and the project proponent was asked to submit the following additional information for appraisal of

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the project.

1. Project site specific details such as distance of the project site from the nearest (1) Village (2) Water Body: Creek / Nallah / Lake / Pond / Reservoir / Canal (3) National Highway (4) State Highway (5) Railway line (6) Heritage site (7) National Park / Wild Life Sanctuary and likely impact on them due to the proposed project along with the mitigation measures proposed to minimize the likely impact.

2. Present land use pattern of the study area shall be given based on recent satellite imagery as well as field investigation clearly indicating vegetation (agricultural land, irrigated, unirrigated, un-cultivable land-as per the revenue records, forest area- as per the records) grazing and waste land.

3. Land possession documents. Copy of NA order showing permission to use the project land for industrial purpose.

4. Layout plan of the factory premises clearly demarcating various units within the plant. Provision of separate entry & exit and continuous unobstructed peripheral open path within the premises for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

5. Name of the mineral to be beneficiated, mineral throughput quantity in TPA, maximum mineral extraction capacity of the proposed plant.

6. Type of the ore to be processed, source of the ore and copy of agreement / linkage with respective mine/s.

7. Complete description of unit process operations such as crushing, sizing, grinding, mineral processing with their capabilities and flowchart.

8. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Copy of permission letter obtained from the concerned authority for supply of raw water to the proposed unit.

9. Specific measures proposed to conserve water and plans for the future in this regard.

10. Detailed scheme for surface as well as roof top rain water harvesting and ground water recharge should be included.

11. Water balance diagram (including reuse-recycle, if any). Sources of waste water generation and mode of waste water treatment & disposal.

12. Detailed effluent treatment scheme and disposal method. Technical details of the proposed ETP including size of each unit, retention time etc. along with its adequacy report. How it will be ensured that treated effluent will be completely recycled and won't flow outside the premises.

13. Explore the possibility of reuse / recycle and other cleaner production options for reduction of wastes.

14. Specific details of Air Pollution Control Measures proposed for fugitive dust emission from each and every step of unit operations and transportations. Control of particulate and dust suppression in tailings pond.

15. Plan for prevention and control of fugitive emission / dusting at each and every stage of handling including unloading / loading, transportation, stacking / conveyance / transfer of Silica sand, tailings etc.

16. Details regarding D.G. Set/s including its capacities, location, fuel consumption & storage and acoustic measures to abate noise pollution.

17. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat Factories Rules.

18. Impact of the transport of raw material and finished product on the existing transport system should be assessed and provided. Whether any additional infrastructure is required to be

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constructed, details thereof and the agency responsible for the same with time frame.

19. Details of approach roads/s to the unit including its width, condition etc.

20. 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. Methodology of de-contamination and disposal of discarded containers and its record keeping. How the manual handling of the hazardous wastes shall be minimized.

21. Ecological status of area such as habitat type and quality, species, diversity, rarity, fragmentation, ecological linkage, age, abundance, etc.

22. 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.


24. 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?

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

26. Details of possibilities of occupational health hazards from the proposed manufacturing activities and proposed measures to prevent them.

27. Details regarding infrastructure facilities such as sanitation, fuel, restroom, etc., to the workers during construction and operation phase.

28. Detailed five year greenbelt 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 nearby areas and elsewhere.


The project shall be appraised on receipt of the satisfactory reply of the above.

21. Indian Oil Corporation Ltd. (LPG Bottling Plant)

S.No.207 P1, Village: Navagam, NH 8B, Rajkot

Screening & Scoping

Project / Activity No.: 6(b)

M/s: Indian Oil Corporation Ltd. (herein after Project Proponent – PP) submitted Application vide their letter dated 12/12/2014.

Project status: Expansion Project / Activity Details:

This is an existing LPG bottling plant with 12000 MT/month of LPG refilling capacity and 1000 MT of

LPG storage facility. They are now proposing the expansion by installation of additional mounded bullet

of LPG as tabulated below:

Sr. Product Existing Proposed Total

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no.

1 Distribution of LPG (LPG Bottling)

12000 MT/Month ------ 12000 MT/Month

2 Storage of LPG (LPG Bullet)

1000 MT (100 MT x 2 no.s) (600 MT X 1 no.s)

1800 MT (600 MT x 3 no.s)

2800 MT

The proposed expansion falls in the project/ activity 6(b) as per the schedule of the EIA Notification-

2006. The proposed expansion will be taking place within the existing premises of 183425 sq.m area.

Total cost for the proposed project is 31.30 Crores. Water requirement will remain the same as

existing i.e 7 KL/day. No industrial waste water generation, only domestic waste water generation will

be there and will remain the same as 4 KL/day after the proposed expansion also. Used oil- 0.120

MT/Year will be generated as hazardous waste from the project. Existing three nos. of D.G.sets and six

nos. of fire water pumps will be used after the proposed expansion. There will be no effluent

generation, no process gas emission from the existing as well as proposed project. There will be no

additional fuel and additional vent/ stacks. There will be no increase in hazardous waste.

Observations / Discussion:

Technical presentation during the meeting also included the details like general information regarding

the project, location of the project & lay out map, details of products & raw materials, Risk estimation,

Permissions from PESO etc. During the meeting, they requested to consider the project as B2 as there

is no effluent generation, no process emission, flue gas emission from existing D.G.sets & fire hydrant

pumps only, no additional fuel consumption and no increase in hazardous waste generation. Looking

to the low pollution potential of the unit and only LPG storage capacity will increase from existing 1000

MT to 2800 MT where as bottling capacity will remain the same as 12000 MT/month, the request of

categorizing the project as B2 was considered by the committee. Following additional information was

sought from the project proponent for appraisal of the project.

1. Land use pattern for the study area.

2. Details of breather valves to be provided for the LPG storage.

3. Permission from PESO-Nagpur for design of layout, pipelines, instrumentation etc.

4. Submit details of Mutual Aid Plan with other neighboring units in the area keeping in view the hazardous nature of operations.



7. Details of hazardous processes and their engineering controls.

8. Details of possibility of occupational health hazard from the proposed activities and proposed measures to prevent it.

9. Detailed mass balance and water balance (including reuse-recycle, if any) along with stream wise waste water generation quantity & quality as well as their disposal & treatment plan.

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10. Specific details of (i) Process emission from each unit process as well as emission from the storage tanks with its quantification, (ii) Air pollution Control Measures proposed with technical specifications (iii) Adequacy of the air pollution control measures to achieve the GPCB Norms (iv) Details of the utilities required (v) Flue gas emission rate emission from the utilities along with stack height calculation (v) Air Pollution Control Measures proposed for the utilities along with its adequacy (vi) Sources of fugitive emission from the unit along with its quantification and proposed measures to control it.

11. Details of any repair / paint work of the LPG cylinders to be carried out in the proposed project. Measures proposed to arrest the micronized fine particles generated during the painting of LPG bottles. Disposal of waste paint / paint residue.

12. Measures proposed to be taken for the work area ambient air quality monitoring as per Gujarat Factories Rules.

13. Details of relocation of trees planned from the plot if any and detailed greenbelt 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 nearby area and elsewhere.

14. A detailed EMP including the protection and mitigation measures for impacts on human health and environment as well as detailed environmental monitoring plan with respect to various parameters, environmental management cell proposed for implementation & monitoring of EMP as well as person responsible for the same. This shall include the details of antidotes also.

15. Detailed risk assessment report including the identification of the most hazardous activity, its sub activity, prediction of the worst-case scenario and maximum credible accident scenario, catastrophic failure along with damage distances and preparedness plan to combat such situation and risk mitigation measures. Vulnerable zone demarcation. Detailed fire control plan for flammable substances and processes. Environment Management Plan and On-Site / Off-Site emergency plan including mock drills for the proposed plant.

16. Details of management of the solid waste and 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 shall be minimized.

17. To explore the use of renewable energy to the maximum extent possible.

18. Detailed cleaner production measures to reduce w/w qty, reuse / recycle option if possible in the proposed project & commitment of the management on futuristic development / implementation for the same. Also provide details for the use of lead free paints for LPG bottles in the proposed project.

19. Specific safety details / precautionary measures proposed for VOC’s in the plant / storage area / warehouse/ including ventilation aligned in the natural wind direction.

20. Hazop study.

21. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers.

22. Details of disaster management plan / emergency management systems during operational phase of the project should also include scenario of natural catastrophe like earth quake, floods in addition to other disasters. The plan should include the details of (i) Emergency evacuation (ii) Emergency lighting system (iii) details of power back up system in the case of emergency (iv) fire

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fighting arrangements (v) first aid arrangement (vi) Training and Mock drill (vii)Emergency announcement or public address system (viii)Signage’s including fluorescent pathways/ exit marker signs (ix)Location of emergency pathways and glow light signs. (x) Emergency response procedures.

23. Details of first aid, fire fighting system and other emergency services to be provided during operation phase including the training to be provided to the staff of the project as first aid facility providers, fire fighters etc. Tie up with emergency services like local fire station, emergency van etc. to be made during the operational phase.

24. Details of automatic fire detection and fire fighting system at project site including provision for flame detectors, temperature actuated heat detectors, location of fire water tanks & capacity based on fire study, separate power system for fire fighting, automatic sprinkler system, fire detection system with alarms & automatic fire extinguishers, details of qualified and trained fire personnel & their job specifications, nearest fire station & time required to reach the proposed site. Submit line diagram of the fire hydrant line passing through the plant premises. Fire control plan for flammable substances and processes based on the flammable area classification.

25. Undertaking stating that sufficient peripheral open passage shall be kept for accessibility of fire tender/ emergency vehicles around the premises.

26. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions.

The project shall be appraised on satisfactory submission of the above mentioned details.

22. The First (Synthesi Corporation)

S.No.103/P+107, O.P.No.85, F.P.No.85/2, Vastrapur, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Commercial project. 3. Project / Activity

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


The First


Synthesis Corporation


95 Crore


No construction activity started

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8. Project Details Land / Plot Area (m2) : 9,125 FSI area (m2):36,388.0 Non FSI area (m2):--- Total BUA (m2): 72,075.0

Permissible Proposed FSI Area 36,515 36,388.0 Ground Coverage ---- 3,525 Common Plot Area 912.0 915.0 Max. building height

--- 45

9. Building Details No. of Buildings:2 No. of blocks:4 Scope of the building / blocks: 3 level basement + ground floor +

13 floors. No.& size of Residential Units: NA No. & type of Commercial Units: 494 Details of amenities if any: - ----


3500


Water requirement (KL/day): 20.25 Source of water: Tanker/AMC Wastewater generation quantity (KL/day): 10.53 Mode of disposal:Soak pit and Septic Tank Details of reuse of water, if any: 4 KL/day for curing


Fresh water requirement (KL/day):176.2 Source of water: AMC Wastewater generation quantity (KL/day):146.7 Mode of disposal: AMC sewer line


AMC drainage line and water supply line is available at site





Top Soil 4,500 2675 Greenbelt development


62,388 24,100 Internal roads and other paved area, back filling

Construction debris

300 100 Back filling and internal road development

Steel scrap 12 --- Sold to

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vendors Discarded packing materials

8 ---- Sold to vendors

Remaining quantity of excavated earth and construction debris will be used for back filling for the other projects in the vicinity as well as road development outside the premises. Operation Phase: Type of waste





900 Total 1044 bins will be provided with 5 litre to 25 litre capacity

Bio degradable waste will be disposed into nearby bins and non biodegradable waste will be sold to vendors

Details of segregation if to be done: Green bins for bio degradable waste& white bins for non‐biodegradable waste.

Capacity and no. of community bins to be placed within premises: Total 1044 bins will be provided with 5 litre to 25 litre capacity

Landfill site where waste will be ultimately disposed by local authority: nearby MSW landfill / dumping site.

15. Parking Details Total parking area requirement for the project as per GDCR:10,950 m2

Parking area requirement for Commercial units as per GDCR:10,950 m2

Total number of CPS requirement for the project as per NBC: 727 CPS

Number of CPS requirement for commercial units as per NBC: 727 CPS

Total Parking area provided (m2) & No. of ECS: Area – 23,175 m2 , ECS - 735

Parking area provided in basement (m2) & No. of ECS: 22,296 m2 , ECS - 697

Parking area provided as open surface (m2) & No. of ECS: 879 m2 , ECS – 38


Width of adjacent public roads: 18 m wide road on Southern side Number of Entry & Exit provided on approach road/s: 1 Entry & 1

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

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----


Power supply: Maximum demand:3,500 KVA Connected load:----

Source: Torrent Power Energy saving measures: Maximum use of natural light through

architectural design, use of energy efficient motor and pumps, maximum use of aerated blocks, use of CFL & low voltage lighting, solar lighting in open and landscape areas, rooftop thermal insulation

DG Sets: No. and capacity of the DG sets: 1 X 250 KVA Fuel & its quantity: HSD 50 litre/hr


Fire extinguishers, hose reel, wet riser, yard hydrant, automatic sprinkler system (entire building), manually operated electric fire alarm system, automatic detection & alarm system, terrace tank-2 nos. 30 KL (each building), underground tank -200 KL, pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level - two electric and one diesel pump of capacity 2850 l/min and one electric pump of capacity 180 l/min

Name of the nearest fire station: Memnagar fire station Distance from the project site: About 2.6 Km Time required by the fire tender to reach the project site: 10

minutes 20. Details on staircase

Type & no. of

buildings

No. of floors

Floor area Floor

No. of staircase

Width of the

staircase

Travel distance

(m)

A,B 3 no

Basement

7,432 each 1st level 2nd level 3rd level

4 2.1 28

A G +13 1703 each

Ground floor to 2nd

floor 10

2.1 1.6 21

1703 each 3rd floor to 13th Floor

2 2.1

B G + 13

1820 each Ground

floor to 2nd floor

10 2.1 1.6

21

1820 each 3rd floor to 13th Floor

2 2.1


No. and depth of percolations wells : 03 Details on Pre-treatment facilities :De-silting cum filter chamber


Tree covered area (m2) :300 Area covered by shrubs, bushes and lawn (m2):615

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Total Green Area (m2):915 Green Area % of plot area: 10 No. of trees and species to be planted:200

23.


-----


Dust suppression by spraying of water Peripheral barricading the project site Covering the construction material during transportation and

storage Compaction of soil during various construction activities


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


Revised NA order in the name of M/s Synthesis Corporation.

During the meeting, it was presented that the traffic survey was carried out on the 18 m wide road approaching the project site. Traffic survey carried out shows that the existing 3 lane one way road having carrying capacity of 2900 PCU will be adequate enough to accommodate total traffic load of 1794 PCU and 1534 PCU on each side of the project site. The project proponent was suggested to increase the parking area provision for the project considering the existing as well as futuristic parking problems in the malls and commercial buildings. Further, looking to the large scale of the project, they were suggested to provide STP for treatment of sewage to be generated during the operation phase of the project. During the meeting, after the detailed discussion on various aspects of the project, it was decided to consider the project only after submission of the following:

1. Proposal for providing STP for the project and details of Sewage Treatment Plant with its capacity, size of each unit, retention time and its location on the plan. Measures proposed to avoid odour nuisance due to the STP in operation phase. STP sludge management plan.

2. Explore the possibility of increasing the parking area provision for the proposed project.

23. PAB Organics Pvt. Ltd. Plot No:102-103, GIDC-Nandesari, Dist.: Vadodara

Screening & Scoping


M/s: PAB Organics Pvt. Ltd. (herein after Project Proponent – PP) submitted Application vide their letter dated 15/12/2014.

Project status: Expansion Project / Activity Details:

This is an existing unit engaged in manufacturing of Bulk drugs & Intermediates and now unit has applied for expansion in 3 existing products & addition of 39 new products as tabulated below:

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Sr. No.

Name of Product Existing Quantity in MT/month

Addition/ Deletion in MT/Month

Total Proposed

Quantity in MT/Month

1. N-Hydroxy Succinamide 1.5 - 1.5 0 2. 4 (1-Pyrrolidine) Butro Nitrile 1.5 - 1.5 0 3. 2-Chloro Ethylamine Hydrochloride 1.5 - 1.5 0 4. 4-Chloro Phenyl Hydrazine Chloride 1.5 - 1.5 0 5. 5 Amino Phthalide 3.0 - 3.0 0 6. 5 Bromo Phthalide 3.5 + 11.5 15.0 7. 1,3-Dihydro-1-Oxo-5-Isobenzofuran

Carbonitrile (5-Cyano Phthalide) 1.0 + 9.0 10.0

8. Schiff Base (1-Cyano(2,3 – Dichlorophenyl Methalene Hydrazine)

1.0 + 3.0 4.0

9. 4-(2,3 – Epoxy Propoxy) Carbazole 0.5 - 0.5 0 10. 5-Cyano Indole -- + 0.5 0.5 11. 7-Hydroxy-3,-4-Dihydro-2-(1H)-

Quinolinone -- + 1.0 1.0

12. (±)-3-(Carbamoyl methyl)-5-methylhexanoic Acid

-- + 80.0 80.0

13. 3-(2-Methoxy-5-Methylphenyl)-3-Phenyl Propyl Methane Sulphonate

-- + 2.0 2.0

14. 6-Chloro-3-methyl Uracil -- + 2.0 2.0 15. 2,3-Di Chloro Benzoyl Cyanide -- + 15.0 15.0 16. 1-(2,3-Dichlorophenyl) Piperazine

hydrochloride -- + 1.0 1.0

17. 3,4-Dihydro-6-methyl-4-phenyl-2H-benzopyran-2-one

-- + 3.0 3.0

18. 3,4-Dimethoxy Benzyl Cyanide / Homo Veratronitrile

-- + 20.0 20.0

19. 3-Isobutylglutaric acid -- + 20.0 20.0 20. 2, N-Dimethyl-N-(3, 3-

diphenylpropyl)-1-amino-2-propanol -- + 5.0 5.0

21. 2,6-Dimethyl-5-methoxycarbonyl-4-(3-nitrophenyl)-1, 4- Dihydropyridine-3-carboxylic acid

-- + 4.0 4.0

22. 6-Fluoro-3,4-Dihydro-4-oxo-2H-1-benzopyran-2-Carboxylic acid

-- + 5.0 5.0

23. N-Methyl Homoveratryl amine -- + 6.0 6.0 24. (6S)-4,5,6,7-Tetrahydro-1,3-

Benzothiazole-2,6-Diamine -- + 0.25 0.25

25. ®-(-)-3-(Carbamoyl methyl)-5-methylhexanoic Acid

-- + 10.0 10.0

26. 2-Methyl-3-Nitrophenyl Acetic acid -- + 0.5 0.5 27. 2-methyl-3-nitro-N,N-di-n-propyl

phenyl ethyl ammonium oxalate. -- + 0.5 0.5

28. 2-Methoxy-5-Methyl-N,N-bis(1-methylethyl)-gamma-Phenylbenzene Propanamine Fumarate

-- + 2.0 2.0

29. 1-[2-Amino-1-(4-Methoxyphenyl) Ethyl] Cyclohexanol HCl.

-- + 5.0 5.0

30. 1-[Cyano-(4-Methoxy Phenyl)-Methyl] Cyclohexanol

-- + 6.5 6.5

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31. Ethyl-5-nitro-Benzofuran-2-Carboxylate

-- + 0.5 0.5

32. Pregabalin

-- + 26.25 26.25

33. Homo Veratryl Amine 34. Venlafaxine HCl 35. Proguanil HCl 36. Fenofibrate 37. Dapoxetine Hydrochloride 38. Febuxostat 39. Clomifene Citrate 40. Betahistine DiHCl 41. Aripiprazole 42. Des Venlafaxine Succinate 43. Hydroxyzine Dihydrochloride 44. Pramipexole Dihydrochloride 45. Lercanidipine hydrochloride 46. Tolterodine tartrate 47. 1-(3-Chlorophenyl)-4-(3-

Chloropropyl) Piperazine Monohydrochloride

-- + 5.0 5.0

48. R & D Products / Miscellaneous new products

-- + 10.0 10.0

Total Production 15 + 245.0 260.0 The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

Total plot area is 11708 sq.m (Existing 5854 sq.m and proposed 5854 sq.m). The estimated cost of the proposed project is Rs 36 Crores. After proposed expansion total water consumption will be increased from 42 KL/day to 426 KL/day (403 KL/day Industrial and 23 KL/day – Domestic). Source of the fresh water is GIDC water supply. After proposed expansion, Industrial waste water generation will be increased from 23.2 KL/day to 269 KL/day. RO reject with other softener and DM plant reject will be taken to second RO plant. The RO water generated from the second RO plant will be taken to cooling tower and the reject will be taken for washings and then sent to ETP for its further treatment and disposal. Industrial effluent and washing waste water will be sent to CETP after primary, secondary and tertiary treatment. Domestic waste water (20 KL/day) will be sent to STP. At present unit has provided two Boilers (2 TPH each) and one DG set (250 KVA). Agro Briquettes (150 Kgs/hr) is used as fuel for Boilers. Unit has proposed 3 Boilers (Cap. 4 TPH, 4 TPH & 2 TPH), one TFH and one DG set. Agro Briquettes (31 MT/day) will be used as fuel in Boilers and TFH. Diesel will be used as fuel in DG sets. At present water scrubbers and Caustic scrubbers are provided for control of HCL & SO2 gases. Now unit has proposed additional water & Caustic scrubbers for control of NH3, HBR, HCL & SO2 gases. Recovered by-products like HCL, HBr and Ammonium Sulphate will be sold to the actual users. Hazardous waste to be generated are Used /Spent oil, Discarded containers/ barrels /liners, ETP, Spent Carbon, Spent solvent, Process residue, Distillation residue etc.

Observations & Discussions: Technical presentation made during the meeting by project proponent. During the meeting, Issues related to safety aspect of hazardous chemicals, health effects of chemicals, storage of raw material & products, MSDS of products & raw materials, CSR details of action plan, characteristics of untreated & treated effluent, Natural gas supply etc. The project proponent presented that they have already started baseline environmental monitoring from March 2015 and requested to allow them to use the same for the preparation of the EIA report which was agreed to by the committee. After detailed discussion, the following Terms of Reference (ToR) were prescribed for the EIA study to be done

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covering 5 km radial distance from the boundary of the project site.

1. Need for the proposed expansion should be justified in detail.

2. Demarcation of proposed expansion activities in lay out of the existing premises.

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

4. Detailed manufacturing process along with chemical reactions and mass balance (including reuse-recycle, if any) for each product to be manufactured

5. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the proposed expansion. Copy of permission obtained from GIDC for additional water supply.


7. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated. A detailed treatability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated.

8. Characteristics of the combined effluent and treated water to be sent to CETP Nandesari with reference to the GPCB inlet norms.

9. Complete waste water management plan for existing as well as proposed production. Detailed effluent treatment scheme and disposal method.

10. Technical details of the ETP including size of each unit, retention time etc. including modifications / up gradation to be done in existing ETP to take care of increased effluent quantity along with its adequacy report. Provision of online continuous pH meter, TOC analyser and flow meter at the final outlet of the ETP with an arrangement to reflect the results on company's server, which can be accessed by the GPCB on real time basis along with the time bound program for installation of the same.

11. Details of CETP- Nandesari including (1) Total capacity of the CETP (2) Total booked capacity and Actual load received at present (Qualitative and Quantitative) (3) CETP Up gradation scheme, if any (4) Last 5 analysis reports of GPCB for Inlet and outlet of CETP (5) Spare capacity with CETP to accommodate the increased waste water quantity from the proposed expansion.

12. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing and exhausted media from Scrubber etc.


14. One season site-specific meteorological data including temperature, relative humidity, hourly wind speed and direction and rainfall shall be provided. 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.

15. One complete season AAQ 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 (NAAQS). The location of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors.

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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.

16. 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 project site, habitation, sensitive receptors, if any. 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.


18. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.


20. Membership of Common Environmental Infrastructure including CETP, TSDF, Common Hazardous Waste Incineration Facility (CHWIF) along with an assessment to accommodate the additional quantity of wastes to be generated.

21. Complete Management plan for By-products/spent acid to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-products/spent acids from the proposed project.


23. Data on air emissions, wastewater generation and solid / hazardous waste generation and management for the existing plant should also be incorporated. (Comparative data in tabular format).

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

25. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/annum earmarked for environment pollution control measures.


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27. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment (PPE) to be provided to the workers. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical check up of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

28. MSDS of all the products and raw materials to be used.


30. 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 Manufacture, Storage & Import of Hazardous Chemicals (MSIHC) Rules of major hazardous chemicals.

31. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.





36. Copies of analysis report of the water samples of final outlet of ETP collected by GPCB (Last 3 years).

37. Consent to Establish, Consent to Operate orders obtained in past along with point wise compliance status of all the conditions stipulated therein.

38. Copy of Environmental Clearance obtained for the existing project and a certified report of the status of compliance of the conditions stipulated in the environmental clearance for the existing operation of the project by the Regional Office of the MoEF.

39. Records of any legal breach of Environmental laws i.e. details of show- cause notices, closure notices etc. served by the GPCB to the existing unit in last five years and actions taken then after for prevention of pollution.

40. Details of fatal / non-fatal accidents, loss of life or man hours, if any, occurred in the existing unit in

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last three years and measures proposed to be taken for avoiding reoccurrence of such accidents in future.






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 project shall be appraised on receipt of the final EIA report.

24. Paradise Health Care GIDC Nandesari, Plot No:C-1/42/15, Nandesari, Vadodara

Screening & Scoping


M/s: Paradise Health Care (herein after Project Proponent – PP) has submitted Application for

Environmental Clearance vide their letter dated 17/12/2014.

Project Status: New


This unit has applied for manufacturing of Bulk Drugs Intermediates. List of Products and By-products

is as below:

Sr. no.

Name of Product Production Capacity (MT/Month)

1. Adapalene 0.05

2. Atovaquone 0.2

3. Bupropion 1.0

4. Colistimethate Sodium 0.05

5. Dimethyl fumarate 3.0

6. Fluonazole 5.0

7. Glimipride 0.2

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8. Lornoxicam 0.125

9. Levocetrizine 0.5

10. Oxcarbazipine 0.2

11. Olmisartanmedoxomil 0.1

12. Telmisartan 0.1

Total 10.525 MT

By-Products

1. Hydrogen Bromide Solution 2.5 MT

2. Ethyl Acetate 5 MT The project falls under Category B of project activity 5(f) as per the schedule of EIA Notification 2006.

Cost of the proposed project will be Rs. 2.5 Crores. Total area acquired for the proposed project is 786

sq. meter. Fresh Water Requirement for the proposed project will be 28 KL/day (Domestic: 1 KL/day,

Ind. –27 KL/day) which will be sourced from GIDC water supply system. Industrial waste water

generation will be 8.8 KL/day (Process- 6 KL, washings- 0.5 KL, Boiler- 0.3 KL & Cooling- 2 KL). After

oxidation and neutralization, Primary treated effluent will be sent to CETP Nandesari. Domestic waste

water (0.5 KL/day) will be disposed off into soak pit system. Unit has proposed to use Briquettes of Bio

fuel (1.8 MT/day) or wood (1.28 MT/day) as fuel for Boiler (1.2 TPH) and Diesel (40 ltrs/hr) for DG set

(200 KVA). No process gas emission is envisaged. Hazardous waste to be generated are ETP waste

(18 MT/year), Discarded Drums/Containers (1200 no.s/Year) & Bags with liners (12000 no.s/Year),

Used oil (0.05 MT/Year), Spent carbon (16.5 MT/Year), Distillation residue ( 0.5 MT/Year) & Spent

solvent (1686 MT/Year).


Technical presentation by the PP included general information, details of products and raw materials,

Waste generation, hazards & control, analysis of pollution parameters before and after treatment,

resource consumption and conservation, Risk estimation etc. Committee asked to submit all the details

about the by-products viz. Characteristics, actual end users, feasibility to reuse etc. While discussing

regarding the safety aspects of the project, the committee suggested that all the underground solvent

storage tanks should have RCC walls and RCC flooring at top & bottom. After detailed discussion, the

following additional Terms of Reference were prescribed for the EIA study to be done covering 5 Km

radial distance from the project boundary.

1. Copy of plot holding certificate obtained from GIDC Nandesari.

2. Present land use pattern of the study area shall be given based on satellite imagery.

3. 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.

4. Details of manufacturing process / operations of each product along with chemical reactions, mass balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner production activities. (Give specific details about source of effluent generation).

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

6. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream from the processes.

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7. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission obtained from the GIDC for supply of raw water. Undertaking stating that no bore well shall be dug within the premises.


9. Quality and quantity of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

10. Stream wise qualitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. 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.

11. Details of the ETP units including its capacity, size of each unit, retention time and other technical parameters. Details regarding provision of online continuous pH meter, TOC analyser and flow meter at the final outlet of the ETP.

12. Details of CETP- Nandesari including (1) Total capacity of the CETP (2) Actual load at present (Qualitative and Quantitative - per day) (3) CETP Up gradation scheme, if any (4) Last 6 analysis Reports of GPCB for Inlet and outlet of CETP (5) Spare capacity of CETP with treatability and feasibility report.

13. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.




17. 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.

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19. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of the utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate 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.

20. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.

21. Membership of Common Environmental Infrastructure including CETP, TSDF, Common Hazardous Waste Incineration Facility (CHWIF). (Whichever is applicable)

22. Complete Management plan for By-products/Spent acids to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project. Also give characteristics of the by products and feasibility of their actual use in respective products as a raw material.


24. A detailed EMP including the protection and mitigation measures for impact on human health and environment as well as detailed monitoring plan and environmental management cell proposed for implementation and monitoring of EMP. The EMP should also include the concept of waste-minimization, recycle/reuse/recover techniques, energy conservation, and natural resource conservation. Total capital cost and recurring cost/Year earmarked for environment pollution control measures.


26. Occupational health impacts on the workers and mitigation measures proposed to avoid the human health hazards along with the personal protective equipment to be provided. Provision of industrial hygienist and monitoring of the occupational injury to workers as well as impact on the workers. Plan for periodic medical checkup of the workers exposed. Details of work place ambient air quality monitoring plan as per Gujarat Factories Rules.

27. Risk assessment including prediction of the worst-case scenario and maximum credible accident scenarios should be carried out. The worst-case scenario should take into account the maximum inventory of storage at site at any point of time. The risk contours should be plotted on the plant layout map clearly showing which of the facilities would be affected in case of an accident taking place. Based on the same, proposed safeguard measures including On-Site / Off-Site Emergency Plan should be provided.

28. MSDS of all the products and raw materials.

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

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the control measures proposed to ensure safety and avoid the human health impacts. This shall include the details of Antidotes also.

30. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?

31. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.



34. Detailed socio-economic development measures including community welfare program most useful in the project area for the overall improvement of the environment. Submit a detailed plan for social corporate responsibilities, with appropriate budgetary provisions for the next five years and activities proposed to be carried out; specific to the current demographic status of the area.

35. (a) Does the company have a well laid down Environment Policy approved by its Board of Directors? If so, it may be detailed in the EIA report.(b). Does the Environment Policy prescribe for standard operating process / procedures to bring into focus any infringement / deviation / violation of the environmental or forest norms / conditions ? If so, it may be detailed in the EIA.





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 project shall be appraised on receipt of the final EIA report.

25. Megafine Speciality Chemicals Pvt. Ltd.

Plot no:SPS 13/1, Sterling SEZ, Sarod, Ta.: Jambusar, Dist.: Bharuch

Screening & Scoping


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M/s: Megafine Speciality Chemicals Pvt. Ltd. (herein after Project Proponent – PP) has submitted application vide their letter dated 17/12/2014.



This is a new project and PP has applied for manufacturing of the following synthetic Organic Chemicals:

Sr. No.


MT/Month

1. Pigment Beta Blue 15.3 200

2. Pigment Beta Blue 15.4 200

3. CPC Derivatives (Amine Based) 50

4. CPC Derivatives (Phthalimide Based) 2


This proposed project site is located in Sterling SEZ at vill. Sarod, Dist. Bharuch. A plot of 6020 sq.m

area has been acquired for this new project. Unit has proposed 1560 sq.m area for green belt

development. Total cost of the project is Rs. 8.25 Crores.Total water consumption for proposed project

will be 181 KL/D (5 KL/day for Domestic, 176 KL/day for Industrial) which will be sourced from GIDC

water supply. Industrial waste water generation will be 136 KL/day, which will be treated in proposed

Primary, Secondary & Tertiary treatment plant and treated waste water will be conveyed to Vadodara

Enviro Channel Ltd. Domestic waste water (4 KL/day) will be disposed off into soak pit system. PP

presented that Approx. 112 KL/day of waste water generated from the Pigment Beta Blue

manufacturing process will be reused in the manufacturing process of CPC derivatives. Flue gas

generation will be from one Steam Boiler (5 TPH), one HAG (10 Lac Kcal/hr) and one D.G. sets (250

KVA). Coal will be used as fuel to the tune of 25 MT/day.HSD will be used as fuel in DG set. Unit has

proposed Bag filters as APCM for Boiler & HAG. Unit has proposed scrubber with Solvent recovery

system and Bag filters with two SFDs (Spin Flash dryers).Hazardous waste generated from the

manufacturing activity will be ETP sludge (792 MT/Year), Candle filter waste (6 MT/Year), Discarded

containers/drums (1200 no.s/Year), Discarded Bags/Liners (2400 no.s/Year), Used oil (50 ltrs/month)

and Spent Sulphuric acid (8460 MT/Year).


During the meeting it was noted that the unit is located in the Sterling SEZ which has obtained

Environmental Clearance from MoEF & CC with a condition to provide CETP for the member units. On

asking, the PP informed that SEZ has not yet provided CETP. Further the PP informed that there is a 5

MLD effluent discharge pipeline of Sterling SEZ & Infrastructure Ltd. for discharging the treated waste

water at J-point lagoon of Vadodara Enviro Channel Ltd. (VECL) and the unit has obtained permission

from VECL for discharging 150 KL/day of treated waste water. The Committee was of the view that

how effluent discharge into VECL by individual member unit of Sterling SEZ can be allowed when

Sterling SEZ has already obtained EC from MoEF &CC with a condition to set up CETP for member

units. The project proponent was asked to obtain a letter from Sterling SEZ showing time bound action

plan for setting up of the CETP. It was unanimously decided to consider the project for TOR/Scoping

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only after submission of the following:

1. Copies of all the permissions obtained by Sterling SEZ under Environmental Laws viz. EC, CTE, CCA and point wise compliance report of the conditions stipulated in the said permissions. Representative of the SEZ with all the relevant details, especially time bound action plan for setting up of the CETP, must remain present during the respective SEAC meeting.

26. Jainam City (Joint Venture of Jainam Procon Pvt. Ltd. & Veer Developers)

F.P.No.69/1,S.No.613, Draft T.P.S.No.107 , Ramol, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project [Residential & Commercial 3. Project / Activity

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


Jainam City


Joint Venture of Jainam Procon Pvt. Ltd. & Veer Developers


19 Crore


No construction work has been initiated at site.

8. Project Details Land / Plot Area (m2): 7,102 FSI area (m2): 19,162.71 Total BUA (m2): 25,152.94.

Permissible Proposed FSI Area (m2) 19,175.40 19,162.71 Ground Coverage (m2) --- 3,241.20 Common Plot Area (m2) 710.20 sq.m. 737.9 sq.m. Max. building height (m2) 45 m 24.85 m

9. Building Details No. of Buildings: 4 No. of Blocks: 6 Scope of buildings/blocks: Hollow Plinth/Ground Floor + 7 Floors No. & size of Residential Units:433 flats, 1 BHK – floor area: 30.6

sq.m., 2 BHK – floor area: 42.4 sq.m. No. & type of Commercial Units: 12 shops /offices Details of amenities if any: None.

10. No. of expected Fixed population considered for the project: 2191 Persons

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residents / users Floating population considered for the project: 869 Persons 11. Water & waste

water details during construction phase

Water requirement (KL/day): 25 Source of water: Local water tanker suppliers Waste water generation quantity (KL/day): 4 Mode of disposal: Septic tank / Soak pit system Details of reuse of water, if any: None


Fresh water requirement (KL/day): 330 Source of water: Ahmedabad Municipal Corporation Waste water generation quantity (KL/day): 261 Mode of disposal: Waste water will be discharged to the drainage

line of AMC. 13. Status of water


AMC water supply and drainage lines are available in the area.


Construction Phase: Generation Quantity to

be reused (m3)


Top Soil 690 m3

690 m3

Development of greenbelt


6,210 m3

6,210 m3

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

Construction debris

900 m3

900 m3

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

Steel scrap 3 Ton Nil To be sold to scarp dealer


20,000 bags Nil To be sold to authorized vendor.





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1089 56 Nos. of bins of 80 litre capacity will be provided for collection of waste.

Will be regularly collected by AMC for disposal.

Details of segregation if to be done: Not to be done Capacity and no. of community bins to be placed within premises: 56

Nos. – each of 80 litre capacity Landfill site where waste will be ultimately disposed by local

authority: Nearby MSW landfill / dumping site. 15. Parking Details Total parking area requirement for the project as per GDCR:

2,020.08 sq.m. Parking area requirement for residential units as per GDCR:

1,890.32 sq.m. Parking area requirement for Commercial units as per GDCR:

129.76 sq.m. Total number of CPS requirement for the project as per NBC : 221

CPS Number of CPS requirement for residential units as per NBC: 216

CPS Number of CPS requirement for commercial units as per NBC: 5

CPS Total Parking area provided (m2) & No. of ECS: 3,094.11 sq.m.

(115 CPS) Parking area provided in hollow plinth (m2) & No. of ECS: 2,545.8

sq.m. (91 CPS) Parking area provided as open surface (m2) & No. of ECS: Open

Space: 179.37 sq.m. (8 CPS) Parking area provided (at any other place-specify) (m2) & No. of

ECS: In Common Plots: 368.94 sq.m. (16 CPS) 16. Traffic

Management Width of adjacent public roads: 18 m wide T.P. road in South

direction of the project site. Number of Entry & Exit provided on approach road/s: one main

entry/exit gate on the 18 m wide T.P. road. 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): Ranging from 3 to 7.4 m

Width of all internal roads: 7.5 m . 17. Details of Green


Fly ash paver blocks for pavements/walkways, most of the carpentry structures will be made up of processed engineering wood/ particle board instead of wood, aluminum window frame & marble door frame instead of wood, PVC electrical boards, maximum use of Ready Mix Concrete (RMC), rainwater harvesting by recharging the ground water etc.

18. Energy Power supply:

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Requirement, Source and Conservation

Maximum demand: During Construction: 100 kW During Operation: 3 MW Connected load: 3 MW Source: Torrent Power Ltd.

Energy saving measures: Maximum use of CFL lights, use of variable frequency drive motors to optimize power consumption, maximum use of natural light through architectural design, use of building material having lower U-value and the insulating material having higher R-value, maximizing the use of light and silent colours in the building envelope etc.

DG Sets: Not proposed. 19. Fire and Life

Safety Measures During the operation phase: Fire extinguishers of CO2 type (4.5 kg)

and DCP type (5 kg) on each floor, hose reels / down comers, manual alarm system, Underground fire water tank of capacity 100 KL, overhead tanks of capacity 25 KL on each block etc.

During the construction phase: Personal protective equipments like earplugs, dust masks, safety shoes, helmets, hand gloves, etc training related to safe practices, provision related to first aid, maintaining hoists and lifts, lifting machines, chains, ropes, and other lifting tackles in good condition, use of “H” frame scaffolds & ladders made of mild steel, completely concealed copper wiring etc. structure.


No. of floors



Travel distance (m)

Block-A1+B1 GF (HP) + 7 Floors

Maximum 966.32 2 1.5 22 Block-C1 Maximum 435.80 1 1.5 28 Block-C Maximum 435.80 1 1.5 28 Block-A+B Maximum 918.65 2 1.5 22


Level of the Ground water table: 100 m No. & dimensions of RWH tank(s) : Not applicable No. and depth of percolations wells: 2 Nos., 40 m 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, filters) will be checked before and after each rain and preferably cleaned after every dry period exceeding a month.


Tree covered area (m2) : 555.4 Lawn covered area (m2): 153.2 Total Green Area (m2): 708.6 Green Area % of plot area: 10% Total no. of trees/shrubs: 111

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23. Dust control measures.

Temporary windshield barriers, regular water sprinkling, tarpaulin sheet cover over materials during transportation, maximum use of RMC, uniform piling and proper storage of sand etc.


Maximum use of RMC, fly ash paver blocks, carpentry structures made up of processed engineering wood, maximum use of Portland Pozzolona Cement (PPC) etc.


Non agricultural land in the name of Jainam Procon P. Ltd. And M/s Veer Developers as per village form no. 7.

During the meeting, while asking by the committee, the project proponent confirmed that they have not yet started any kind of construction activity at the project site. Traffic survey was carried out on the project site approach road of 18 m shows that the Level Of Service (LOS) of the road in the existing as well as in the proposed scenario will remain the same as “Excellent-A”. The project proponent was suggested to provide the parking area at least as per the NBC norms. The project proponent requested to exempt them from providing parking area as per NBC norms considering that it is an affordable housing project with 1 & 2 BHK flats. They were asked to explore the possibility of providing the parking area provision as per the requirement of the NBC norms. After detailed discussion, it was decided to consider the project only after submission of the following:

1. Explore the possibility of making parking area provision as per the requirement of NBC norms and revised details on parking area provision as NBC norms with complete back up calculation.

27. AMC (Residential Building Project)

F.P.No.217, T.P.S.No. 113, Vastral, Ahmedabad

Screening & Scoping


Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of Project Residential Building Project 3. Project / Activity

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


Economically Weaker Section scheme by Ahmedabad Municipal Corporation.


Ahmedabad Municipal Corporation (AMC)


Rs . 27,20,80,000


No

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8. Project Details Land / Plot Area (m2): 14,037.38 FSI area (m2): 19,455.45 Non FSI area (m2): -- Total BUA (m2): 20,829.90

Permissible Proposed FSI Area, (m2) 25,267.28 19,455.45 Ground Coverage, (m2) --- 5,351.66 Common Plot Area, (m2) 1,403.74 1,405.13 Max. building height, (m) - 16.44

9. Building Details No. of Buildings: 17 No. of Blocks: 17 Scope of buildings/blocks: Residential. Ground floor +3 floors No. of Residential Units: 544 No. of Commercial Units: -- Details of amenities if any: Aanganwadi and Community Center


544 units x 5 person = 2720


Water requirement (KL/day): 17.5 Source of water: Tanker Waste water generation quantity (KL/day): 7.2 Mode of disposal: AMC drainage line Details of reuse of water, if any: No


Fresh water requirement (KL/day): 372.2 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 293.76 Mode of disposal: Domestic wastewater generation will be disposed

off into AMC drainage line. 13. Status of water


AMC water supply and AMC drainage line



(kg/day) Quantity to be reused (kg/day)


Top Soil 7.02 100 % reuse for greenbelt development.

Send to the nearest collection point of AMC Other

excavated earth

23.4 80 % reuse for back filling, plinth filling, internal road development etc.

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Construction debris

81.9 30% reuse in filling and internal road & pavement development.

Steel scrap 3.51 100% reuse Discarded packing materials

1.17 -





Dry waste -Papers, cartons, thermocol, plastic, polythene bags, glasses etc. Wet waste -Waste vegetable and food

1360

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 generated will be transferred to the nearest collection point of AMC.

Details of segregation if to be done: collection of organic and inorganic waste will be collected in different buckets and it will be subsequently collected by AMC

Capacity and no. of community bins to be placed within premises: No of Bins: 68; Volume of Bins: 80 Lit each

Landfill site where waste will be ultimately disposed by local authority: nearby dumping / landfill site for MSW.



Total number of CPS requirement for the project as per NBC : 272 Number of CPS requirement for residential units as per NBC: 272 Parking area provided as open surface (m2) & No. of ECS: 3,921.85

& 171 nos. 16. Traffic

Management Width of adjacent public roads: 12m & 18 m Number of Entry & Exit provided on approach road/s: Three gates will

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

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

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Width of all internal roads: 7.5. 17. Details of Green


---


Power supply: by Torrent Power Maximum demand: 750 KW Connected load: 750 KW Source: Torrent power

Energy saving measures: Use of transformers and motors having minimum efficiency of 85%, use of CFL or solar light in the common areas, use of light colors to reduce the light absorption and minimize the cooling requirement.

DG Sets: Not proposed 19. Fire and Life

Safety Measures Under ground water tank & fire tank 1.4 lac lit and overhead water tank 10,000 lit in each floor. Fire extinguishers will be providing at each floor.


No. of floors

Floor area m2

No. of staircase


Travel distance (m)

EWS, 17 no G + 3 216.72 1 1.5 21.9


Level of the Ground water table: 10 m below ground level No. & dimensions of RWH tank(s) : 1no (2m x 2m x 2.5m) No. and depth of percolations wells : 4 no Details on Pre-treatment facilities: No

22. Green area details Tree covered area (m2) : 215 Area covered by shrubs and bushes (m2):85 Lawn covered area (m2): 543 Total Green Area (m2): 843.42 Green Area % of plot area: 6 % No. of trees and species to be planted: 215

23.


(Please specify the activities and break up of budget allocation) Total 6 lac Activity Cost Remark Green belt development

2.5 lac Stage wise green belt area development in 1,467.50 m2

Rain water harvesting

3.5 lac -


Regular water sprinkling, transportation & storage of Covering the loose construction material with tarpaulin sheet during transportation & storage

25. Eco friendly building material

Use of Ready Mix Concrete (RMC)

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usage details.

During the meeting, considering that the proposed is an affordable housing scheme of 1 BHK type residential units, where there is hardly any probability of owning a car by the owners, the committee felt that provision of parking space as per the NBC guideline should not be insisted in such project. The project proponent was asked not to use borewell water in any case for the proposed project. It was presented that the aerial distance of the project site from the TSDF of NEPL is about 1.36 km. After detailed discussion, it was decided to recommend the project to SEIAA, Guajrat for grant of Environmental Clearance.

28. Iscon River Side S.No.7814/2,F.P.No.301/P,TPS.No.14, Shahibaug, Ahmedabad

Screening & Scoping

This is a building construction project having plot area of 6,827.63 sq.m. and built up area of 21,480.40 sq.m. As the built up area of the project is >20,000 sq.m. and < 1,50,000 sq.m., it falls in the project activity 8(a) as per the schedule of the EIA Notification, 2006.

The project was taken up in the SEAC meeting held on 05/12/2014 and during the meeting, it was presented that the proposed project was having built up area of 19,983.14 sq.m. and hence considering that the Environmental Clearance is not required for the project, they have started the construction activity for both the towers of the project, which is almost completed with available FSI of 2.25. Now as per the revised GDCR additional FSI i.e total 2.7 is available to the project, owing to which they now want to add up one more floor to both the towers (existing 12 storied & after addition of a floor, both the buildings will be of 13 storied).

During the meeting held on 05/12/2014, after detailed discussion, considering that the construction of 19,983.14 sq.m. has already been started which is at the edge of completion, the project will be considered only after submission of the following:

1. Project plans approved by the concerned authority for the built up area of 19,983.14 sq.m. and the date of starting construction activity at the project site.

2. Recent photographs of the project site showing the date and Current status of the project site.

3. Date on which the additional FSI was available to the project and a copy of permission obtained from the concerned authority for Additional available FSI to the project.

4. Detailed justification for starting the construction activity, which is supposed to be continued even during the time period between getting the additional FSI in March 2014 to the date of applying for Environmental Clearance and as to why the construction activity started by them should not be considered as violation of the EIA Notification-2006.

The project proponent vide their letter dated 29/01/2015 submitted a copy of Rajachitthi dated 01/02/2011obtained from AMC for construction of buildings with built up area of 19,692.54 m2 and accordingly construction was started for the project. In March-2014 as per the revised GDCR due to additional available FSI, the built up area of the project became 21,480.40 m2 and they have applied for getting Environmental Clearance for the entire project. The project proponent submitted a certificate from Structural engineer stating that additional construction will not alter or affect stability of the existing structure.


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Sr. No.

Particulars Details

1. Proposal is for Expansion 2. Type of Project Residential 3. Project / Activity

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

8(a)


Iscon River Side


Harsh Intertrade Pvt. Ltd.


65.00


Construction of 12 story building with built up area of 19,983.14 m2 is almost complete.

8. Project Details Land / Plot Area (m2): 6,827.63 FSI area (m2):16,016.92 Non FSI area (m2):5,463.48 Total BUA (m2): 21,480.40

Permissible Proposed FSI Area (m2) 18,434.60 16,016.92 Ground Coverage (m2) 2,048.29 1,429.49 Common Plot Area (m2) 682.76 682.92 Max. building height (m) --- 43.51

9. Building Details No. of Buildings:2 No. of Blocks:2 Scope of buildings/blocks:Residential. Basement + hollow plinth +

13 floors. No.& size of Residential Units:104 units of 4 BHK No. & type of Commercial Units: None Details of amenities if any: Club House (Table Tennis, Library,

Card/Chess Room, Driver’s Rest Room)


624


Water requirement (KL/day):55.0 Source of water:Bore well Waste water generation quantity (KL/day):6.0 Mode of disposal:Soak pit through Septic Tank Details of reuse of water, if any: 20% loss on washing; rest will be

collected and reused for concrete handling, mixing & curing after necessary treatment.


Fresh water requirement (KL/day):90.0 Source of water: AMC water supply system. Waste water generation quantity (KL/day):70.0 Mode of disposal: Underground drainage line of AMC

13. Status of water AMC Water supply and drainage line is there in the area.

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Construction Phase: Top Soil Top soil generated has been stored separately

and is being reused for greenbelt development. Other excavated earth

Excavated earth & construction debris generated has already been used for refilling, internal road & pavement development.

Construction debris Steel scrap Sold to vendors Discarded packing materials

Sold to vendors

Operation Phase: Type of waste Generation

Quantity (Kg/day)




126.0 Send to the nearest collection point of AMC

Used Oil 1.0 KL/Year

Collection, Storage & Sell to Registered Reprocessors

Capacity and no. of community bins to be placed within premises: 13 nos.

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



Total number of CPS requirement for the project as per NBC:104 Number of CPS requirement for residential units as per NBC: 104 Total Parking area provided (m2) & No. of CPS: 3,625.61 m2 & 124

ECS Parking area provided in basement (m2) & No. of CPS:1,884.12 m2

& 59 ECS Parking area provided in hollow plinth (m2) & No. of CPS: 1,429.49

m2 & 51 ECS Parking area provided as open surface (m2) & No. of CPS: 312.0

m2 & 14 ECS. 16. Traffic

Management Width of adjacent public roads:24.38 m wide Khwaja Naseeruddin

Chisty Road Number of Entry & Exit provided on approach road/s:2 Width of Entry & Exit provided on approach road/s:9.0 m wide at

front & 4.0 m wide at back side 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: Minimum 6.0 m. Measures for traffic management: Entry & exist gate of 9.0 m

width at front and exit gate of 4.0 m at back side has been provided.

17. Details of ---

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Power supply: Maximum demand: 95 KW Connected load: 95 KW Source: Torrent Power

Energy saving by Non-conventional Methods: Incorporate solar passive techniques in a building design and enhanced building material specifications to minimize load on conventional systems (Ventilation and lighting), use of efficient lamps, luminaries and control devices, time switches for automatic switching off lighting of buildings & street lights, use of transformers and motors having minimum efficiency of 85%, use of light colors for the walls and ceiling to reduce the UV absorption and minimize the associated cooling requirement, use of building materials, having lower U-value and the insulating material having higher R-value reduce the operation of lifts in service during off-peak hours, regular energy auditing of the buildings.

DG Sets: No. and capacity of the DG sets: 1 No. × 62.5 KVA Fuel & its quantity:Diesel @ 8.0 Litre/Hour


As per NBC guidelines, fire fighting system has been designed and installed for the existing building, which is approved by the Chief Officer of fire fighting and Emergency Services, Ahmedabad. On/Off switches will be provided near the hose reel or hydrant

outlet with 30 m pipe at each floor for the main fire-pump, one underground water tank of capacity 44 KL and two overhead tanks-one for each block, having total capacity of 47 KL, the overhead tank will have two partitions, one with capacity of 35 KL for the service water and 12 KL for the fire water, external hydrant post with single door hose box (450 × 600 × 250 mm) with branch pipe on alternative floors, CO2 type extinguisher on each floor as well as Dry Chemical Powder extinguishers on alternative floor, automatic sprinkler system in basement –one per 12 m2 of area, fire indication panel at ground level, fire siren system on each floor. The nearest fire station from the project site is at Shahpur Fire

Station, approximate 2.75 km away which requires approximate 5-10 min travel time in case of emergency.



No. of floors

Floor area

No. of staircase


Travel distance (m)

2 Blocks 13 613 each block

1 for each Block

2 m 24.97


Level of the Ground water table:90.0 m to 120.0 m No. & dimensions of RWH tank(s): 2 Nos. of (2.0 × 2.0 × 2.0) m No. and depth of percolations wells: 2 Nos. & Depth upto

underground second river (Aquifer) Details on Pre-treatment facilities: Catch Pit with filtration media

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Tree covered area (m2):477.2 Area covered by shrubs and bushes (m2): Nil Lawn covered area (m2): Nil Total Green Area (m2):477.2 Green Area % of plot area:7.0 % No. of trees and species to be planted:103 Trees

23.


Capital: Rs. 50,000/- Recurring: Rs. 100,000/- PA


Water sprinkling on storage of sand and loose construction materials during construction phase, covered storage for storage of construction materials, transportation of construction materials, construction debris, excavated earth by trucks covered with plastic cover sheet/tarpaulin sheet etc.


Use of earth blocks, fly ash and Fal-G (fly ash, lime and gypsum) as alternative materials for construction of wall in-place of clay bricks with cement mortar where ever applicable.

Use of various eco-friendly building materials like fly ash cement (PCC) for flooring and masonry work, fly ash bricks for masonry work, pavers block for internal roads.

26. Amenities to the construction labours

Personal protective equipments like Helmets, Safety Shoes, Hand Gloves, Goggles, Clothing, Ear muffs & Ear plugs, first aid kit etc. will be provided to the workers.

27. Documents related to and possession.

Copy of index of City Survey Superintendent-1, Ahmedabad submitted by the project proponent shows that the project site admeasuring 6,827.63 m2 is in the name of Harsh Intertrade Pvt. Ltd.

During the meeting, while asking by the committee, the project proponent replied that the project site is at a distance of about 160 m from river Sabarmati. After detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

Table Agenda: The additional information received from the project proponents, which was sought during various SEAC meetings for granting Environmental Clearance to the projects. The said submissions by the project proponents were considered by the committee during the meeting and as it was found satisfactory, the committee decided to recommend the following projects for grant of environmental clearance.

Sr.No. Name & address of the project

1. “Prayag Residency” at Survey. No 308, O.P. No 64, F.P. NO 64, Draft T.P.S. No. 17, Village: Chiloda, Taluka & Dist: Gandhinagar.

2. “Sahjanand Business Park” at Survey No. 41, F.P. No. 84 T.P.S. No: 111, (Nikol-Kathwada), Dist: Ahmedabad

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3. “Laxmi Nivas” at Survey No. 597/2, 606, 618, F.P. No. 45/1, 53, 58/2, T.P.S.No. 80, at Narol, Dist: Ahmedabad. The project proponent vide their letter dated 26/11/2014 stated that maximum natural light will be used through architectural design and all the electrical appliances & fixtures confirming to the Bureau of Energy Efficiency norms will be installed. Rain water harvesting and ground water recharge within the project premises will be carried out through 5 nos. of percolation wells. It was mentioned that as the proposed affordable building construction project comprising of 464 flats of 1 BHK & 346 flats of 2 BHK, they have provided parking space for 252 CPS (3,666 m2 in hollow plinth + 2,783 m2 as open surface parking) and 971 m2 open surface area will be provided for two wheeler parking (about 400 two wheelers). Further it was requested to exempt them from providing grey water treatment plant considering that the proposed project is an affordable housing scheme and further the project is covered under the final Town Planning scheme of AMC where water supply & drainage line will be available at the time of getting B.U. permission.

The above submission of the project proponent was considered by the committee in the meeting and considering that the proposed project comprising of 1 BHK (464 nos.) & 2 BHK (346 nos.) residential units, where the provision of Grey water treatment plant and parking area provision as per the requirement of NBC should not be insisted upon, the committee decided to recommend the project for grant of Environmental Clearance.

4. “Kailash Shikhar”, at R.S.No.179,(178+179/1,179/2+182), Village: Atladara, Dist: Vadodara The project proponent vide their letter dated 04/10/2014 submitted a conceptual project plan showing building wise, floor wise built up area & FSI area statement revealing that the built up area of the project is 46,671.35 m2. Further they have mentioned that out of the total 4 buildings having floor area more than 500 m2 on each floor, they have provided two staircases in one building and in the remaining three buildings, for which the construction is completed, it not possible for them to provide two staircases. It is requested to consider provision of one staircase in these three buildings where travel distance to the staircase from the farthest corner of the floor is also less than 30 m.

The above submission of the project proponent was considered by the committee in the meeting of the SEAC held on 24/02/2015 and the committee taken the matter very seriously that the project proponent after violating the provisions of EIA Notification has not even provided two staircases in 9 storied buildings having floor area more than 500 m2 on each floor. The committee decided to recommend the project with a condition of providing atleast metal staircase having access through each floor starting from first to ninth floor which can be used in case of emergency.

5. “Prakruti Complex” at Block No. 367, 368 & 369, F.P. No. 110, Kudasan, Taluka & District : Gandhinagar During the SEAC meeting held on 05/12/2014, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance with the built up area of 59,941.80 m2 only after obtaining details regarding air circulation and ventilation system to be provided in all the four level basement ensuring the availability of adequate oxygenated air right up to the minus 4 level basement.

Project Proponent vide their letter dated 10/02/2015 submitted a basement plan showing the provision of air circulation ducts and fresh air cutouts to be provided in basement. They have also submitted revised project plans showing the total Built up area of the project as 62,030.57 m2. It was mentioned in the letter that considering the increased basement area of 23,098.8 m2 and 38,931.77 m2 of super structure in total coming to

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62,030.57 m2 instead of total 59,941.8 m2 built up area of the project as submitted earlier.

The said submission of the project proponent was considered by the committee in the meeting and as it was found satisfactory, the committee decided to recommend the project for grant of environmental clearance with total built up area of the project as 62,030.57 m2.

6. “Navrang”, S.No. Z-2,1716/3,1720/1,1720/2,1722/1,1722/2,1723/1, 1723/2, 1723/3,1724+1725, Vill: Kanajari, Ta:Halol, Dist: Panchmahal

7. “Divyanjan City” at Survey No 662, at Final Plot Number 71, Village: Naroda, Tal & City Ahmedabad.

The project proponent vide their letter dated 22/09/2014 submitted full size project plans showing Built-up area & FSI area table. It was mentioned that the sewage from the proposed project will be sent to the drainage line of AMC and a copy of receipt obtained from AMC against the charges paid for water & drainage connection charges has been submitted by them. Underground fire water storage tank of 100 KL capacity will be provided. Rain water harvesting & ground water recharge through 2 nos. of percolation wells will be carried out. Total parking area provision for the project will be 4,158.91 m2 which is equivalent to 163 CPS against the parking area requirement of 314 CPS as per NBC norms and requested to consider the parking area provision for 163 CPS as the proposed project is an affordable housing scheme consisting of 1 room kitchen & 1 BHK residential units. They have also submitted floor plans showing the size of residential units ranging from 25.08 m2 to 37.62 m2.

The above submission of the project proponent was considered by the committee during the meeting and it was decided to recommend the project for grant of Environmental Clearance with the proposed parking area provision for 163 CPS considering that the proposed project is an affordable housing scheme consisting of 1 room kitchen & 1 BHK residential units where parking area provision as per the requirement of NBC should not be insisted upon, the committee decided to recommend the project for grant of Environmental Clearance.

8. Shyamal County, S.No.174,177/1,177/3,179/1,179/2,180,181,182,183,188, Village: Amodar, Dist:Vadodara.

9. “Swarg Residency”, D.T.P.S.No.48, Kholwad, F.P.No.19, O.P.No.19, Block No. 72, Moje-Kholwad, Dist:Surat.

10. “The Capital”, Block No. 31/2, R.S.No.16/1+17/1, Sola, Ahmedabad West.

The following project proponent attended the meeting but the committee decided not to hear them in viewof construction done by them without obtaining prior EC. It was decided to consider this project only aftesubmission of a formal resolution and after following the procedure depicted in the MoEF’s OfficMemorandum No. J-11013/41/2006-IA.II (I) dtd. 12/12/2012.

1. Aasthaa Emerald, S.No.237,FP No.427, TPS No.29(Naranpura) Second Varied Draft, GhatlodiaAhmedabad.

The following proponent did not remain present during the meeting:

1. Polymer Industries, Plot no. C-1/502, GIDC estate, Odhav, Ahmedabad.

It was decided to call them in the upcoming meeting of SEAC.

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The meeting was ended with thanks to the chair.

Minutes approved by :

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

2. Dr. Nikhil Desai, Member, SEAC.

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

4. Shri V. C. Soni, Member, SEAC.

5. Shri Rajesh I. Shah, Member, SEAC.

6. Dr. Mayuri Pandya, Member, SEAC.

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

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