Minutes of the 235 th meeting of the State Level Expert Appraisal Committee held … Minutes of the 235th.pdf · 2015-06-11 · Page 1 of 56 (235th meeting of SEAC-Gujarat, Dated

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(235th meeting of SEAC-Gujarat, Dated 22.04.2015) Page 1 of 56

Minutes of the 235th meeting of the State Level Expert Appraisal Committee held on 22/04/2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 235th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 22nd

April, 2015 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following

members attended the meeting:

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

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

3. Dr. Nikhil Desai, Member, SEAC.

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

5. Dr. Mayuri Pandya, Member, SEAC.

6. Shri Natarajan Pratap, Member, SEAC.

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

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

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

The agenda of TOR/Scoping/Category 8 (a) cases, appraisal cases, EC amendment cases,

Reconsideration case was taken up. Seven (7) cases of TOR/Scoping/Category 8 (a), five (5)

appraisal cases, five (5) EC amendment cases and one Reconsideration case was taken up. The

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

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

1. Mehali Papers Pvt. Ltd. Plot no.D2/11/B/2, GIDC-Dahej, Ta.: Vagra, Dist.: Bharuch.

Appraisal

Project / Activity No.: 5(i) & 1(d)

Project status: New

Chronology of EC Process:

This project proposed by M/s: Mehali Papers Pvt. Ltd. (herein after Project Proponent –

PP) has submitted Application vide their letter dated 11/04/2014.

The project was considered for TOR finalization in the meeting of the SEAC held on

28/08/2015.

Public hearing was carried out by Gujarat Pollution Control Board on 22/01/2015.

EIA Report was submitted on 16/02/2015.

Project / Activity Details:

This unit has proposed a new Paper industry along with a Captive Power Plant as below:

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Sr.

no.

Name of Product Quantity

1 News-Print Paper (And/Or) 1,00,000 MT/Year 2 Printing & Writing Coated & Uncoated Paper

(And/Or) 1,20,000 MT/Year

3 Paper & Paper Board Coated & Uncoated: Duplex & Testliner Paper (And/Or)

1,50,000 MT/Year

4 Tissue Paper (And/Or) 32,000 MT/Year Maximum Quantity : 1+2+3+4 240000 MT/Year

5 Captive Power Plant (CPP) 15 MW

The project falls under Category B of project activity 5(i) & 1(d) as per the schedule of EIA

Notification 2006. It is proposed to manufacture 240000 MTPA (Maximum) of paper along with

Coal-Based Captive Power plant of 15 MW. The manufacturing process involves deinking of

waste recycled newspaper, office paper & boards. Basic raw materials are waste paper, Calcium

carbonate, starch, clay & Calcium Carbonate, Coating pigments, Coating Binders. Expe cted

project cost is Rs. 301.78 Crores. Total plot area is 200000 m2. Requirement of fresh water for

the project is 4865 KLPD (4830 KLPD for Industrial + 35 KLPD for Domestic) and it will be met

through GIDC water supply. Industrial waste water generation will be 2922 KLPD which will be

treated in proposed Primary and Secondary treatment plants and RO system. Treated w/w will

be partially reused in coal handling (50 KLPD) & gardening (152 KLPD). Remaining treated

effluent (2722 KLPD) will be disposed off to the Arabian Sea through GIDC disposal pipeline.

Domestic waste water (30 KLPD) will be disposed off into soak pit system. Lignite-182000

MTPA and/or Imported Coal-142000 MTPA will be used in 80 TPH AFBC Boiler. Stack with 70

mtr. heght is proposed. ESP is proposed as APCM. One DG set is proposed having capacity 2

MW. Fly ash and bottom ash will be collected in boiler hopper and ESP hopper. Fly ash will be

stored in ash silos. Fly ash will be sold to Brick manufacturers and Cement manufacturers.

Hazardous waste/Solid waste to be generated will be ETP waste (931 MTPA), Used/Spent oil

(1.5 MTPA), Discarded containers (150 no.s/Year), Non recyclable plastic waste and other solid

waste from process (6000 MTPA), Fly Ash (33120 MTPA) & De-inking sludge (24000 MTPA).

ETP waste will be disposed off at the nearby common TSDF. Discarded barrels / containers /

bags / liners will be either reused or returned back to suppliers or sold only to the authorized

vendors after decontamination. Used oil will be sold only to the registered recyclers. Unit has

signed MoU with M/s: Ambuja Cemens Ltd., Ambujanagar, Junagadh for Fly ash, De-inking

sludge and Non recyclable plastic waste. Unit has obtained membership of BEIL for TSDF site.

Unit has peoposed 68000 m2 area as green belt area.

Observations/Discussions: The project was appraised as per the prescribed TOR, EIA report, information submitted and

presentation made by the project proponent. The study period considered for EIA was March

2014 to May 2014. Air quality monitoring was carried out at 8 locations. During the study PM2.5,

PM10, SO2 and NOx were observed between 21.2 – 45.3 μg/m3, 52.4 – 96.5 μg/m3, 10.1 to 21.7

μg/m3 and 21.5-46.0 μg/m3 respectively. Monitoring and analysis was also carried out for HC,

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CO and VOC. Ambient Air Monitoring results indicate that the levels of these pollutants were

within limits specified in the NAAQS. Dispersion modeling using ISCST3 software indicated an

increase in air pollution due to the project; however the ambient air quality would continue to be

within the specified limits. Unit has also included Risk Assessment, Disaster Management Plan,

Occupational Health and Safety management in EIA report. On asking about possibility of

microbial contamination of paper made from waste paper, PP informed that during the paper

manufacturing from waste paper the paper undergoes drying process at a temperature around

130 deg. C, hence, the paper made from waste paper should be microbe free. While discussing

about exact ratio of the lignite and imported coal as fuel, PP submitted that they will not use

100% lignite and at least 20% imported coal in blending with lignite. Issues related to skill

development, CSR and issues raised during public consultation were discussed in detail. After

detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of

Environmental Clearance.

2. Venu Healthcare S.no.153/p,B/h. Umiya Welghbridge, Kadi Road, Village.: Dhanot, Ta: Kalol,Dist.: Gandhinagar

Appraisal

Project / Activity No.: 5(f)

Project status: New


This project proposed by M/s:Venu healthcare. (herein after Project Proponent – PP) has

submitted Application vide their letter dated 05/09/2014.

This project was considered in the meeting of the SEAC held on 05/12/2014.

Looking to the small scale of the project, technical aspects of the project, low pollution

potential and the details presented during the meeting, after detailed elaboration, the

project was categorized as B2 category project and the additional information was sought

for appraisal of the project.

The project proponent submitted the additional information vide their letter dated

16/02/2015.


This is a new unit proposes manufacturing of API drugs:

Sr. no.

Product Name Quantity MT/Month

1. Methyl Paraben(I.P/ B.P) 20

2. Propyl Paraben (I.P/ B.P) 10 3. Sodium Methyl Paraben (I.P/

B.P) 40

4. Sodium Propyl Paraben (I.P/ B.P)

20

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

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The project proponent has applied for manufacturing of API drugs. As per amendment to EIA

Notification, 2006 vide SO 1599 (E) dated 25.06.2014, small units are categorized as Category

“B” projects. Small units are defined as with water consumption less than 25 M3/day; Fuel

consumption less than 25 TPD; and not covered in the category of MAH units as per the

Management, Storage, Import of Hazardous Chemical Rules (MSIHC Rules), 1989. During

presentation, PP informed that water requirement is 5.9 KL/day. Fuel requirement is 1.5

MT/Month and Chemicals to be used are not covered in MAH category. Hence, this project falls

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

A plot of 3282.98 sq.m area has been acquired for this new project. Unit has proposed 1797.03

sq. meter of green belt development. Total cost of the project is Rs.80 Lacs. Total fresh water

consumption for the proposed project will be 5896 LPD which will be sourced from Bore well or

road tankers. Source of waste water generation is mainly from process & utilities. Total industrial

waste water generation will be 2150 LPD, which will be evaporated after primary treatment.

Domestic waste water (780 LPD) discharged into soak pit through septic tank. Unit has

proposed one Boiler (cap.: 0.5 TPH) in which white coal- 1.5 MT/month will be used as fuel.

Multi Cyclone separator is proposed as APCM. Hazardous waste generated from the

manufacturing activity will be ETP sludge & Evaporation residue (0.3 MT/Month), Discarded

containers (10 no.s/Month), Discarded liners (1475 no.s/month) and Used oil (50 Liter/Year.

Observations/Discussions: Technical presentation made during the meeting also covered the point wise reply of additional

information sought. It was found that PP has changed the data regarding water consumption,

waste water generation, treatment method, disposal of effluent etc. PP presented that the

effluent having COD above 1500000 mg/l will be generated from the manufacturing process and

this effluent will be sent to Sanand Eco Projects Ltd. through tankers for incineration after

primary treatment. Committee was not convinced about the treatment and mode of disposal as

the proposal for treatment was different in Form-1 and during their presentation on 05/12/2014.

There are discrepancies in details submitted with Form-1 and details submitted during

presentation. Committee was of view that changes in data without any justification and

incomplete details should not be considered. After deliberation, It was unanimously decided to

consider the project for appraisal only after submission of the following:

1. Submission of point wise compliance of point no.6 to 21 and 23 to 26 of the additional information sought during SEAC meeting dated 05/12/2014 with relevant corrections.

3. Shyam Resins Pvt. Ltd. Plot no:38/20,GIDC-Jhagadia,Dist.: Bharuch Appraisal

Project / Activity No.: 5(f)

Project status: New


This project proposed by M/s: Shyam Resins Pvt. Ltd. (herein after Project Proponent –

PP) has submitted Application vide their letter dated 04/10/2014.

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This project was considered in the meeting of the SEAC held on 16/12/2014.

Looking to the low pollution potential of the project and its location in GIDC Jhagadia, the

project was categorized as B2 category project and the additional information was sought

for appraisal of the project.

The project proponent submitted the additional information vide their letter dated

19/02/2015.


This is a new unit proposes the manufacturing of following items.

Sr. no.

Name of Product Quantity (MT/Month)

1 Formaldehyde (37-50%) 4000 2 Liquid Resins :

Phenol Formaldehyde Melamine Formaldehyde Urea Formaldehyde

7500

3 Powder Resins: Phenol Formaldehyde Melamine Formaldehyde Urea Formaldehyde

4000

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

Notificaiton-2006. Total cost of the project will be Rs. 350 lacs and the plot admeasuring 1000

m2 has been acquired for the proposed project. Total water requirement will be 110 KL/day (100

KL/day for process + 2 KL/day-domestic + 5 KL/day-Cooling Tower + 3 KL/day for gardening)

and it will be met through water supply from GIDC. PP has presented that there will be no

industrial waste water generation from the manufacturing process. Domestic waste water-1

KL/day will be disposed off through septic tank/soak pit system. Hence there will not be any kind

of effluent discharge outside the premises. It is proposed to install one TFH with capacity 4 lac

Kcal/hr. Total consumption of fuel - FO/LDO/Wood waste will be 50 MT/Month. Unit has

proposed Multi Cyclone Dust collector & wet scrubber as Air pollution control measure. Unit has

proposed one DG set (250 KVA) as standby facility. Diesel 1000 ltrs/Month will be used as fuel.

Used Oil (150 lit./year) & Discarded drum/bags (6 MT/year) are the hazardous waste to be

generated from the proposed production.Discarded barrels / containers / bags / liners will be

either reused or returned back to suppliers or sold only to the authorized vendors after

decontamination. Used oil will be sold only to the registered recyclers.

Observations & Discussions:

Technical presentation made during the meeting also covered the point wise reply of additional

information sought. On asking about the justification for no generation of industrial effluent, PP

informed that there is no need of distillation while making Resins as higher concentration of

formaldehyde i.e. 43% is used in place of conventional 37%. PP further clarified that whatever

quantity of waste water generated from cooling tower blow down, steam boiler blow down, from

washing activities and water received from spillage, leakages, floor washing, equipment washing

& used container washing etc. will be stored and recycled for addition in manufacturing process.

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Committee asked to use specific type of fuel for Boiler and HAG. PP informed that 12 MT/day &

3 MT/day of Bio Coal (Briquettes) will be used for HAG and Boiler respectively. Committee

asked to provide Multi Cyclone Separator followed by Bag filter as APCM for Boiler and HAG.

After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of

Environmental Clearance.

4. Iscon Platinum ( J. P. Infrastructure Ltd. )

Survey No : 298 (A+B) , 299, 302, 307, 308/C, 458,459 O.P./F.P. No: 28, 31, 155(1+2) T.P.S. No : 3 Vill : Bopal Ta : Ahmedabad Dist : Ahmedabad

Appraisal

The SEIAA, Gujarat has accorded environmental clearance to M/s. J. P. Iscon Ltd. for the residential building construction project named “Iscon Platinum” vide order no. SEIAA/GUJ/EC/ 8(a)/202/2011 dated 13/09/2011 for total built up area of 1,22,721.23 sq.m. at Survey No : 298 (A+B),299,302,307,308/C,458,459, O.P./F.P. No: 28,31,155(1+2), T.P.S. No:3, Vill: Bopal, Dist: Ahmedabad.

Now, the project proponent M/s J.P.Iscon Ltd. submitted a letter along with revised Form-I & Form-IA and all the revised project plans to this office on 26/08/2014 and requested for amendment of the Environmental Clearance order dated 13/09/2011 for the proposed changes in terms of expansion of the project. It was stated that the built up area of the project will be 2,51,737.44 sq.m. after the proposed changes in the project.

The request of amendment in terms of proposed expansion was taken up during the meeting of SEAC held on 26/09/2014. It was presented that they are now proposing to build up 7 new residential blocks on the adjoining plots along with vertical expansion of 2 of the existing residential blocks. It was found that the built up area of the project after the proposed changes will be 2,51,737.44 sq.m. which is more than 1,50,000 sq.m. and covered under the project activity 8(b) as per the schedule of the EIA Notification-2006, which requires scoping of the project and to carry out EIA study. During the meeting held on 26/09/2014, after detailed discussion, the additional Term of Reference were prescribed for the EIA study to be done covering 5 Km radial distance from the project boundary.

The project proponent submitted the EIA report prepared by Vasudev Associates vide their letter dated 31/12/2014.

Comparison of existing & proposed project details is tabulated below:

AS PER GRANTED EC REVISED EC DATA Address Survey No:298(A+B),299,

302,307,308/C,458,459,O.P. /F.P.No:28,31,155(1+2),T.P. S.No:3,Vill:Bopal,Dist: Ahmedabad

SurveyNo:298(A+B),299,302, 307,308/C,458,459,O.P./F.P.No: 28,31,155(1+2),30,154/2,168+ 173/1 & 173/2, T.P.S.No:3, Vill: Bopal, Dist: Ahmedabad

Total Plot Area 35,208.0 m2 44,899.0 m2 Built Up Area 1,22,712.23 m2 2,51,737.42 m2 F.S.I. Area 80,522.72 m2 1,71,986.64 m2 Ground Coverage Area 8,956.19 m2 15,138.63 m2 No. of Floors 8 buildings-H.P.+12 floors

4 buildings-H.P.+11 floors 8 buildings-H.P.+G+11 floors, 2 buildings-H.P.+G+10 floors 2 buildins-H.P.+G+20 floors,

2 buildings- H.P.+G+21 floors, 5 buildings-H.P.+G+22 floors.

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Total number of Buildings 12 building blocks 19 building blocks

Number of units 516 1028 Maximum Bldg. Height 36.97 m 74.46 m Lawn Area 3,645.10 m2 3,802.85 m2 Tree Plantation Area 2,552.78 m2 2,731.8 m2 D. G Set 1 x 320 KVA 2 x 320 KVA

CONSTRUCTION PHASE: OPERATION PHASE:

Water Requirement 490.0 m3/day 880.0 m3/day Wastewater Generation 378.0 m3/day 635.0 m3/day Disposal mode of Sewage Reuse of treated sewage

completely for plantation/ gardening within premises as well as for landscaping and irrigation purpose outside the premises on road divider

Into drainage line of AUDA

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

Particulars Details

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

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

8(b)-B

4. Name of the project

ISCON PLATINUM

5. Name of Developer

J.P. ISCON LIMITED

6. Estimated Project Cost (Rs. In Crores)

Existing : 300, Proposed : 260, Total : 560

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

No

8. Project Details Land / Plot Area (m2): 44,899.0 FSI area (m2): 1,71,986.64 Total BUA (m2): 2,51,737.42 Permissible Proposed FSI area (m2) 1,71,986.64 1,71,986.64 Ground Coverage, (m2) --- 12,911.0 Common Plot Area, (m2) 7,183.84 7,528.24 Max. building height, (m) --- 74.46 (Total)

9. Building Details

No. of Buildings: 19 (Existing:12, Proposed (Additional):7, vertical expansion of 2 existing buildings with additional 9 floors above 11 floors) No. of Blocks: 19 Scope of buildings/blocks: Résidential 8 buildings-H.P.+G+11 floors, 2 buildings-H.P.+G+10 floors, 2 buildins-H.P.+G+20

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floors, 2 buildings- H.P.+G+21 floors, 5 buildings-H.P.+G+22 floors. No. & size of Residential Units: 1028 No. & type of Commercial Units: --- Details of amenities if any: Club house with indoor sports, swimming pool, play area, Cricket ground, Volley ball, basketball, Gymnasium etc.

10. No. of expected residents / users

Total 5744

11. Water & waste water details during construction phase

Water requirement (KL/day): 621.0 Source of water: AUDA Water Supply of existing bore well - stand-by] Waste water generation quantity (KL/day): 5.0 Mode of disposal: Existing underground drainage line of AUDA 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.

12. Water & waste water details during operation phase

Fresh water requirement (KL/day): 880.0 Source of water: AUDA Water Supply Waste water generation quantity (KL/day): 635.0 Mode of disposal: Existing underground drainage line of AUDA

13. Status of water supply and drainage line

AUDA water supply line and AUDA underground drainage line available at project site.

14. Solid waste Management

Construction Phase: Generation

(m3) Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil 4,000 m3 Use for the landscaping and greenbelt development

Other excavated earth

21,800 m3 Backfilling in the same premises or in the nearby low lying areas

Construction debris

What so ever

Use as land filling material or to construct the roads

Steel scrap Sell to the scrap recyclers Discarded packing materials

Sell to the scrap vendor

Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 1340 Kg/day Sent to the nearest collection point designated by AUDA & inorganic recyclable waste will be handed over to the recyclers to the possible extent.

Wet waste

Used / Spent Oil

1.0 KL/Year Stored in HDPE drums under isolated storage and

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periodically sold to authorized recyclers

E-Waste What so ever

Stored separately and disposed of through authorized recyclers

Capacity and no. of community bins to be placed within premises: Landfill site where waste will be ultimately disposed by local authority: Pirana (Ahmedabad)

15. Parking Details Total parking area requirement for the project as per GDCR: 26,101.74 m2

Total number of CPS requirement for the project as per NBC : 1460

Total Parking area provided (m2) & No. of CPS: 46,141.12 m2 & 1537 CPS

Parking area provided in basement (m2) & No. of CPS: 38,219.53 m2 & 1,194 CPS

Parking area provided in hollow plinth (m2) & No. of CPS: 24070.27 m2 & 860 CPS

Parking area provided as open surface (m2) & No. of CPS: 2,934.39 m2 & 128 CPS.

16. Traffic Management

Width of adjacent public roads: 60.0 m wide S.P. Ring Road Number of Entry & Exit provided on approach road/s: 2 (1 Entry + 1 Exit) Width of Entry & Exit provided on approach road/s: 12.0 m each Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 6 m Width of all internal roads: 6.0 m, 9.0 m & 12.0 m

17. Details of Green Building measures proposed.

Resource Conservation and Recycling: Recyclable products and those with recycled material content will be used as far as possible. Reuse of building components, equipment, and furnishings will be promoted. Construction waste and demolition debris through reuse and recycling will be used. Rainwater will be harvested. Indoor Environmental Quality: Materials will be chosen to minimize the volatile organic compound content of building. Adequate provision of natural ventilation, use of lead free paints etc.

18. Energy Requirement, Source and Conservation

Power supply: Maximum demand: --- Connected load: 3.5 MW Source: MGVCL Energy saving measures: maximum use of natural day light, passive solar design with architectural design will be emphasized, energy efficient electrical appliances and glazing windows, time switches for automatic switching off lighting of buildings and street lighting of roads, transformers and motors having minimum efficiency of 85%, use of light colors for the walls and ceiling to reduced the UV absorption and minimize the associated cooling requirement, building materials having lower U-value and the insulating material having higher R-value will be selected for optimum energy performance, reduce the number of lifts in service during off-peak hours, regular energy auditing of buildings etc.

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DG Sets: No. and capacity of the DG sets: 2 × 320 KVA Fuel & its quantity: Diesel @ 40 Lit/Hour (each)

19. Fire and Life Safety Measures

During the operation phase: On/Off switches at each floor located near the hose reel or hydrant outlet, external fire hydrant system, wet riser, underground fire water storage tanks of total 200 KL, OHWT of capacity 20 KLon each block, automatic sprinkler system in basement per 12 m2 of area, fire indication panel at ground level, fire alarm system, 280 nos. of CO2 Type (4.5 kg cpapcity) and 280 nos. of DCP type (5 kg) fire extinguishers

The nearest fire station from the project site is not far away from the project site means require approximate 20-30 min travel time in case of emergency.

During the construction phase: Provision of personal protective equipments like helmets, safety shoes, hand gloves, goggles, clothing etc. ear muffs & ear plugs will be provided to all the workers, first aid emergency kit at various locations etc.

20. Details on staircase Type & no. of buildings

No. of floors

Floor area No. of staircase

Width of the staircase

Travel distance (m)

Block - A 11 505.18 1 1.60 24.4 Block - B 12 523.58 1 1.81 23.4 Block - C 11 + 9 525.45 1 2.00 27.7 Block - D 11 + 9 453.65 1 2.00 25.0 Block - E 12 534.00 1 1.60 22.4 Block - F 12

407.67 1 1.81 20.4

Block - G 12 1 1.81 20.4 Block - H 12

354.50 1 1.72 19.1

Block - I 12 1 1.72 19.1 Block - J 12

354.50 1 1.72 19.1

Block - K 12 1 1.72 19.1 Block - L 11 414.00 1 1.53 22.9 Block - M 21

443.55 1 2.00 24.3

Block - N 21 1 2.00 24.3 Block - O 22 492.05 1 2.00 25.5 Block - P 22

312.80 1 2.00 22.7

Block - Q 22 1 2.00 22.7 Block - R 22 405.00 1 2.00 23.9 Block - S 22 530.59 1 2.00 25.9

21. Rain Water Harvesting (RWH)

Level of the Ground water table: 90 to 120 m No. & dimensions of RWH tank(s): --- No. and depth of percolations wells: 12 nos. & 34 m depth,

Details on Pre-treatment facilities : Filtration Pit. 22. Green area

details Tree covered area (m2): 2,731.80 Area covered by shrubs and bushes (m2): --- Lawn covered area (m2): 3,802.85

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Total Green Area (m2): 6,534.65 Green Area % of plot area:14.55 No. of trees and species to be planted: 674

23.

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

During Construction Phase: Sr. No.

Particulars Total Cost (Rs. In Lacs / annum)

1. Water For Dust Suppression 10.0

2. Site Sanitation & Disinfection 1.0

3. Environmental Monitoring 0.5

4. Occupational Health & Safety 2.0

5. Contingency 5.0

Total 18.5

During Operation Phase:

Sr. No.

Particulars

Capital Cost

(Rs. In Lacs)

Recurring (O & M) Cost

(Rs. In Lacs / annum)

1. Rain Water Harvesting

8.0 1.0

2. Environmental Monitoring

-- 0.5

3. Solar Street Lights 2.0 0.1

4. Gardening 2.0 1.5

5. Safety & Fire fighting -- 5.0

Total 12.0 8.1

24. Proposed dust control measures during the construction phase

Peripheral barricading of the project site, construction materials and debris will be properly stored and handled, only PUC (pollution Under Control) certified vehicles will be used, material will be covered during transportation to avoid fugitive emission, sprinkling of water and fine spray from nozzles will be used to suppress the dust and/or fugitive emissions, roads inside the project area and roads connected to the main road will be paved and/or water sprinkled to avoid the fugitive emissions, use of RMC etc.

25. Eco friendly building material usage details.

Use of brick and block products with waste and recycled contents such as fly ash (waste from coal burning plants), blast furnace slag, sewage sludge, waste wood fiber etc.fly ash based light weight aerated concrete blocks, perforated bricks for wall structures, fly ash based pozzolona cement instead of ordinary cement etc.

26. Details of EIA report

Study period: 15th March 2014 to 15th June 2014 Study area: 5 km radial area from the boundary of the project

site. Environmental attributes considered for EIA study: Air, water

(surface & ground water), noise, soil, traffic survey, biological environment, traffic pattern & density etc.

Observations: baseline ambient air quality in terms of PM10, PM2.5, SOx & NOx was well within the NAAQM standards. All physico-chemical parameters for surface & ground water were within the desirable limits of BIS 10500 for drinking water except

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TDS of ground water at Ghuma village. Noise level during day time at 3 out of total 5 sampling locations and during night time at one location out of 5 sampling locations were found higher than the standards prescribed by CPCB. It was mentioned that main reason is heavy traffic on S.P.ring road during the day time.

Traffic study: Traffic study carried out on 200 ft. S.P.ring road towards Shilaj & towards Shantipura shows that the traffic load is 2609 PCU/hr in the existing scenario and the road is having carrying capacity of 3600 PCU/hr.

27. Documents related land possession

Village form no. 7/12 for all the survey numbers shows NA land in the name of M/s J.P.Infrastructure Ltd.

During the meeting, while asking by the committee, the project proponent replied that they have already planted & maintained 240 trees within the premises and have planned to plant total 674 trees within the premise. Further the committee noticed that the project proponent has proposed to discharge effluent into the drainage line of AUDA without any treatment though the project was earlier accorded EC with a condition to treat the sewage to be generated during the operation phase and to reuse it completely for plantation/ gardening purpose within premises as well as for landscaping and irrigation purpose outside the premises on road divider. The project proponent was asked not to use ground water during the operation phase in any case and to seal or convert the existing borewell into recharge well after completion of construction phase. After detailed deliberation, 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. Revised water balance diagram considering the reuse of treated sewage. Application wise breakup for the quantity of the treated sewage utilization.

2. A certificate from structural engineer stating that the existing foundation of buildings C & D is structurally sound to bear the additional load of 9 floors.

3. Revised details on parking area provision based on the actual area available in basement & hollow plinth.

5. CIMS Hospital Pvt. Ltd. F.P.No.67/1,O.P.No.67,T.P.S.No.42,Sur No.418,424/1,425/1+2, 426,Sola, Dascroi, Ahmedabad

EC Amendment

The SEIAA, Gujarat has accorded environmental clearance to CIMS hospital vide order no. SEIAA/GUJ/EC/8(a)/217/2014 dated 11/09/2014 for the total built up area of 33,411.49 m2 at F.P. No:67/1, O.P.No:67, T.P.S.No.:42, S.No:418,424/1,425/1+2,426, Village:Sola, Taluka: Daskroi, District: Ahmedabad.

The project proponent vide their letter dated 20/01/2015 requested for amendment in the Environmental Clearance order dated 11/09/2014 for the proposed changes in the planning of the project. It was stated that the built up area of the project will be 40,227.11 m2 after the proposed changes in the project.

The request of amendment was taken up during the meeting and it was presented that they have not acquired any additional land area for the proposed changes and the capacity of the hospital in terms of number of beds will remain the same as per the EC order granted i.e 300

Page 13 of 56


beds. Built up area of the project is increasing due to addition of 3rd level basement and 6th floor. The 3rd level basement will be used as parking purpose and the 6th floor to be added will be used for utility purpose. The project plans showing the proposed changes has also been submitted. Due to additional parking area available after the proposed changes, the total parking area provision will be 13,268.9 m2 (8,104.2 m2 in 3 level basements+1,083.2 m2 in basement of existing building+1,887.8 m2 in hollow plinth +1,206.2 m2 in common plot + 990.5 m2 as open surface parking) which is equivalent to 450 CPS against the parking requirement of 150 CPS as per NBC.

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

1. A certificate from structural engineer stating that the foundation of the existing building is capable enough to bare the load of the additional 6th floor.

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

6 Cellestial Dreams(DRB Ravani Developers)

F.P.No.3, R.S.No.140/P 1 to 8, T.P.No.5(Vesu-Bhimrad) At:Vesu, Ta:Choryasi, Dist:Surat

EC Amendment

The SEIAA, Gujarat has accorded environmental clearance to the residential project vide order no. SEIAA/GUJ/EC/8(a)/144/2012 dated 22/05/2012 for total built up area of 99,563.68 m2 at R. S.No.140/P 1 to 8, F.P.No.3, T.P.No.5 (Vesu-Bhimrad), At : Vesu, Tal: Choryasi, Dist: Surat.

Now, the project proponent vide their letter dated 13/01/2015 submitted a revised Form-I & Form-IA and requested for amendment in the Environmental Clearance order dated 22/05/2012 for the proposed changes in the scope and planning of the project. It was stated that the built up area of the project will be 1,66,621.55 m2 after the proposed changes in the project.

The request of amendment was taken up during the meeting and it was observed that the built up area of the project after the proposed changes will be 1,66,621.55 m2 which is more than 1,50,000 m2 and covered under the project activity 8(b) as per the schedule of the EIA Notification-2006.

Presentation made before the committee included the details like location of the project site, details of the building & units, water requirement & waste water requirement, MSW generation, parking area provision etc.

After detailed discussion, the following additional Term of Reference were prescribed for the EIA study to be done covering 5 Km radial distance from the project boundary.

1. Comparative statement for the project details as per the EC granted and proposed changes

in terms of plot area, built up area, FSI area, number of buildings & units, scope & floors of

the buildings, parking area requirement & provision, water requirement, waste water

generation, municipal solid waste generation, D.G.set details, green belt development etc.

2. Justification for the proposed expansion of the project along with the supporting documents.

3. Status of ownership of land. Copy of permission obtained for non agricultural use of the

project site.

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

approval.

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5. A single layout plan showing location of buildings, roads, D.G.sets, STP, composting facility, parking provision, green belt (tree covered area), common plot, location of percolation wells etc. with different colour codes.

6. Provision of separate entry & exit and adequate margin all round the periphery for easy unobstructed movement of fire tender without reversing.

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

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

drainage, locations of habitats, environmental sensitive areas, major constructions including

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

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

forest, agricultural land, water bodies, settlements, and other cultural features. Details of

change / creation in land use / land cover due to the proposed project.

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

in topography of the area due to the project.

11. Scope of the buildings to come up in the project as well as exact details of the residential

units, service and commercial units as well as other amenities (like clinic, club house,

swimming pool etc.) to come up in the project.

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

block wise plan & area statement.

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

proposed project.

14. 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.

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

water requirement. Waste water disposal plan during the construction phase.

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

norms. Exact source of water supply during operation phase. Permission from the

concerned authority for water supply.

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

authority for sewage disposal.

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

Measures proposed to prevent odour nuisance due to the STP operation. Provision of dual

plumbing, if any, for reuse of treated sewage for purposes like flushing, cooling tower make

up etc.

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

20. 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.

21. 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.

Page 15 of 56


Plan for management, use and disposal of construction debris including excavated materials

during the construction phase.

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

be preserved, the details relating to the quantity of topsoil stored, demarcated area on plan

where it is stored along with preservation plan is to be given.

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

construction period.

24. Details on impacts of air emission from the vehicles during the construction and operation

phases, emission during loading, unloading, transportation and storage of construction

materials etc. and mitigation measures thereof should be incorporated in the EIA report.

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

measures proposed to abate noise pollution.

26. Map of the study area clearly delineating the location of monitoring stations for air, water,

soil and noise, superimposed with location of habitats are to be shown. Primary data shall

be collected for one season except rainy season.

27. Details of base line ambient air quality monitoring data of one season other than monsoon

for at least five locations in 5 km study area and impact analysis due to the proposed

project. Parameters namely PM10, PM2.5, NO2, SOx and CO shall be considered. Air quality

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.

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

to the project.

29. Plan to curb noise likely to be generated from the use of construction equipments like

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

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

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

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

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

bio-degradable waste.

31. Details of authorized municipal solid waste facilities, biomedical treatment facilities and

hazardous waste disposal facilities in the area should be included. Copy of permission

obtained from concerned authority/ies should be submitted. Management and disposal of

temporary structures, made during construction phase are to be addressed.

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

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

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

the parking requirement on the basis of footfalls, as per present GDCR and National

Building Code (NBC) guidelines for each individual component of the township. The backup

calculations showing the bifurcation of the built up area according to the activity vis-à-vis

Page 16 of 56


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.

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

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

projected increase in traffic density in operation phase of the project, carrying capacity of the

existing roads, its adequacy during operation phase of the project and the measures to

avoid the traffic congestion in the interior as well as the exterior roads.

35. Base line status of the existing traffic, impact on it due to the project activities (prior to

construction, during construction and at full site operation), carrying capacity of the existing

roads and details of traffic management in and outside the project during construction and

operation phase of the project.

36. Base line ecological status. In case of any scheduled fauna, conservation plan should be

provided.

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

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

demarcation on the map, number and types of trees and budget allocation thereof. Also

provide the break-up of the greenbelt viz. the tree covered and lawn covered area.

38. 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.

39. Perspective view of the building(s) to be constructed along with the materials used such as

fibers, glass, etc. on the facades or external walls and the impacts thereof on the nearby

buildings / residents due to heat island effect and emissions from the air conditioning

systems.

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

41. 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.

42. 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.

43. 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.

44. 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.

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

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

project proponent to follow Building and other Construction Workers Acts and Rules and

undertaking for the same.

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46. 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.

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

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

& automatic fire extinguishers, location of fire lift and fire retardant staircases, details of

qualified and trained fire personnel & their job specifications, nearest fire station & time

required to reach the proposed site etc. Calculation and provision of minimum fire water

requirement based on fire study as well as the availability of external fire fighting facility.

48. 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.

49. 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.

50. 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.

51. Copy of permission obtained from Aviation Authority.

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

The above mentioned TORs shall be considered for preparation of the EIA report in addition to

all the relevant information as per the generic structure of EIA given in Appendix III in the EIA

Notification, 2006. The project shall be appraised on receipt of the EIA report.

7. TCS Spcial Economic Zone IT Park (TATA)

Garima Park (SEZ, IT Park ) TCS Special Economic Zone , Nr Infocity Gandhinagar

EC Amendment

The SEIAA, Gujarat has accorded environmental clearance to TCS Special Economic Zone- IT Park, Nr. Info City, Gandhinagar by M/s. Tata Consultancy Services Limited vide order no. SEIAA/GUJ/EC/8(a)/159/2008 dated 06/12/2008 for the total built up area of 1,40,121 m2.

The project proponent vide their letter dated 06/02/2015 requested to amend the Environmental Clearance order dated 06/12/2008.

The request of amendment was taken up during the meeting and project proponent along with their expert consultant remained present during the meeting. It was presented that they have obtained Environmental Clearance for the total built up area of 1,40,121 m2, but the total built up area on land is 1,09,337.33 m2 as certified by Gandhinagar Urban Development Authority and the plans approved by GUDA for the built up area of 1,09,337.33 m2 has also been submitted. They are now proposing to add a cafeteria block of ground floor + 2 floors with built up area of

Page 18 of 56


6,541.12 m2 within the existing premises. Total built up area of the project after addition of the proposed cafeteria block will be 1,15,878.45 m2. Plot area, parking area provision, green belt area provision etc. will remain the same. There will be no change in water consumption and waste water generation quantity as the occupant population will remain the same. Domestic effluent being generated and to be generated will be treated in the existing Sewage Treatment Plant. While asking by the committee, the project proponent replied that the existing STP is regularly being operated & maintained. 1059 trees & 4253 shrubs are existing within the premises. During the meeting, the project proponent was suggested to carryout skill development programs for the children of nearby villages. After detailed discussion on various aspects of the project, it was decided to recommend the project for amendment of the Environmental Clearance order dated 06/12/2008 for the built up area of 1,15,878.45 m2.

8 “Upvan”

332 (on F.P.83, Draft TPS no.69-[Chandkheda,Tragad, Jundal]), Chandkheda, Daskroi, Ahmedabad

EC Amendment

The SEIAA, Gujarat has accorded environmental clearance to M/s Kalpesh K. Patel for residential cum commercial building construction project at Plot No. 332, F.P.83, Draft T.P.S. No. 69 (Chandkheda-Tragad-Jundal), Vill. Chandkheda, Tal. Daskroi, Dist.Ahmedabad vide order no. SEIAA/GUJ/EC/8(a)/345/2012 dated 26/11/2012 for the built up area of 36,116.84 sq.m. comprising of 10 buildings having 21 blocks housing total 446 nos. of residential units and 32 nos. of shops.

Now, the project proponent in the name of M/s Sambhavnath Developers, vide their letter dated 05/02/2015 requested for amendment of Environmental Clearance order dated 26/11/2012 for the proposed changes in the planning of the project.

The request for amendment in terms of proposed changes was considered during the meeting.

The project proponent presented the details of the previous and the revised project proposals

which are tabulated below:

Subject Approved Parameters Proposed Parameters Plot Area, sq.m. 12,808.0 Built-up Area, sq.m. 36,116.84 54,826.84 FSI Area, sq.m. 24,603.02 33,363.89 Ground Coverage Area, sq.m.

4,822.29 5,889.39

Common plot area, sq.m. 1,281.16 1,024.90 Number of buildings 10 buildings having 21

blocks 7 buildings having 16 blocks

Number of floors Basement + H.P./G.F + 4 floors

Basement + H.P.+7 floors

Height of the building (m) 23.92 26.0 Number of units 446 residential units + 32

commercial shops 479 residential units + 56 commercial shops

Basement area sq.m. 1,884.37 10,621.12 Parking area provision sq.m. and number of CPS

7,546.44 & 263 14,561.01 & 405

Parking requirement as per NBC

255 361

Water requirement, m3/day 353.79 415.13

Page 19 of 56


Sewage Estimation m3/day 309.84 368.0 Municipal Solid Waste generation (Kg/day)

1,115 1,368

Number of trees 193 193 Number of percolation wells 4 4

During the meeting, while asking by the committee, the project proponent replied that they have started the construction work and only basement level is completed. Looking to the scale of the project after the proposed changes, the project proponent was suggested to provide STP for treatment of sewage to be generated during the operation phase. The project proponent was agreed upon to provide STP for grey sewage to be generated during the operation phase of the project. After detailed discussion, 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. Justification for the proposed changes with supporting documents.

3. Documentary evidences showing the change in project developers and NOC from M/s. Kalpesh K. Patel for transferring the Environmental Clearance order dated 26/11/2012 in the name of M/s Sambhavnath Developers.

4. A certificate from structural engineer stating that the existing foundation is structurally sound to bear the load of hollow plinth + 7 floors.

9. AIA Engineering Ltd. Plot No : 1514, 103, 104,105, 115 to 118, Vill

: Kerala, Near Bavla, Ta : Dholka/Bavla, Dist : Ahmedabad

EC Amendment

Project / Activity No.: 3(a)

Chronology of EC Process :

EC issued by SEIAA vide letter no. SEIAA/GUJ/EC/3(a)/240/2013 dated 22/07/2013 for

the product and activity mentioned in the order.

Proponent submitted request letter for required amendment vide their letter dated

29/01/2015.

Observations / Discussion: The SEIAA, Gujarat has accorded environmental clearance to the project vide order no.

SEIAA/GUJ/EC/3(a)/240/2013 dated 22/07/2013 for the product and activity mentioned in the

order with condition no.2 & 3 as stated below :

Condition no. 3: “Prior permission from the CGWA shall be obtained for the ground water

abstraction. Water meter shall be installed at the all water intake points and its records shall be

maintained. “

Now, the project proponent vide their letter dated 29/01/2015 requested to amend environmental

clearance order dated 22/07/2013 to change condition no. 3 for ground water abstraction

Page 20 of 56


permission from CGWA and/or to use water supplied by Kerala Industries Association.

During the meeting, project proponent presented that construction is at an advanced stage and

equipment installation has started after getting CTE of GPCB. Plant commissioning and trial

production will commence during end of June, 2015 after applying for the CTO (Consent to

Operate). They have already submitted an application for abstraction of ground water to Central

Ground Water Board, West Central Region, Ahmedabad. The case is recommended for

permission to abstract Groundwater @ 900 m3/day to CGWA, New Delhi vide letter no.

TS/8(9)/WCR/CGWB/1089/1705, dt. 9th Dec 2014. PP further presented that the final approval

and permission from the CGWA will take long time and their plant commissioning schedule will

get affected. Committee noted that the recommendation from the CGWA western zone is

already received, however final permission letter yet not obtained. Looking to the delaying of the

implementation of this unit due to this administrative issue regarding source of the water supply,

committee asked to submit the certificate from GIDC regarding availability of the water. After

detailed deliberations, , it was decided to reconsider the proposal of the amendment after

submission of the following:

1. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project. Permission of the GIDC for supply of fresh water as per the requirement of the project.

10. Ramesh Sachadev ( Rajipa Utsav)

F.p. no.11, o.p.11, sr.no.161,D.T.P.S. no 112,Odhav,Ahmedabad.

Reconsideration case

This is a new building construction project having plot area of 11,230 m2 and the proposed built up area of 43,819.84 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 was taken up in the meeting of SEAC held on 28/08/2014 and during the meeting held on 28/08/2014 it was presented that the project site is situated at a distance of 502.78 m from the nearest TSDF site of NEPL and they have also produced document from DILR-Ahmedabad for the same. Committee also noticed that parking area proposed is slightly higher than the parking requirements of NBC. The project proponent was suggested to increase the parking area provision by increasing the basement area, to which the project proponent was agreed upon. After detailed discussion, it was decided to recommend the project only after submission of the following:

1. Revised details on parking area provision considering the increased basement area and revised project plans showing the revised built up area table due to increased basement area, and internal road for accessing two separate ramps of basement.

2. DILR map showing description of all the reference points (A to G) shown in the document prepared by DILR, Ahmedabad. Satellite image showing location of project site, NEPL TSDF site with reference to all the above reference points with longitude & latitude and exact aerial distance between them especially between reference points No. “D” & “F”.

The project proponent submitted the above mentioned details vide their letter dated 20/10/2014

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stating that basement area will be increased and total parking area of 9,084.17 m2 (3,118.9 m2 in basement + 3,897.82 m2 in hollow plinth + 563.79 m2 in common plot + 1,503.64 m2 as open surface parking) equivalent to 327 CPS will be provided. Built up area of the project will be 46,043.87 m2. Satellite image shows that the distance between points D & F is 504.16 m.

The distance of the project boundary from the nearest boundary of NEPL TSDF was further got verified through regional office of GPCB located at Ahmedabad and it is revealed that the project site is at a distance of 493 m from the nearest boundary of the TSDF. The project proponent was called during the meeting and it was informed to them that in view of the order of honorable High Court dated 17/02/2014 in the writ petition no 47/2012 in the case of Parth Mahila Utkarsh Mandal versus Shraddha Developers, permission to any housing projects nearby the TSDF sites within the radius of 500 meters cannot be granted. The matter was discussed during the meeting and it was unanimously decided to recommend to SEIAA Gujarat to reject the aforesaid proposal and to delist the proposal from the list of pending applications for seeking Environmental Clearance. 11. Utsav Elegance (Utsav

Builders) S.No.216/3, F.P.No.468+ 481+483,.P.no.468, Final T.P.S.No.29, Naranpura, 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 Residential 3. Project / Activity

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

4. Name of the Project

Utsav Elegance


M/s. Utsav Builders


50 Crore


No construction work has been initiated at site.

8. Project Details Land / Plot Area (m2):- 6,228.0 FSI area (m2):- 17,554.64 Total BUA (m2):- 25,862.9

Permissible Proposed FSI Area (m2) 24,912.0 17,554.64 Ground Coverage (m2) --- 2,859.1 Common Plot Area (m2) 622.8 624.38 Max. Building Height (m) 45 24.85

9. Building Details No. of Buildings:- 4 No. of Blocks:- 6 Scope of Buildings/Blocks:- Hollow Plinth + 7 Floors & Solid Plinth +

Page 22 of 56


7 Floors No. & size of Residential Units: Total 163 Flats. 2 BHK :53 Flats –

Size: approx. 64 m2 floor area. 3 BHK : 110 Flats – Size: approx. 89 m2 floor area

No. & Type of Commercial Units:- 30 Shops 10. No. of expected

residents / users Fixed population considered for the project: 905 Persons Floating population considered for the project: 1,029 Persons/Day.


Water requirement (KL/day):- 14 Source of water:- Local water tanker suppliers Waste water generation quantity (KL/day):- 3 Mode of disposal:- Septic tank / Soak pit system.


Fresh water requirement (KL/day):- 130 Source of water:- water supply from Ahmedabad Municipal

Corporation Waste water generation quantity (KL/day): 102 Mode of disposal: Waste water will be discharged through AMC

drainage system. 13. Status of water

supply and drainage line

The existing water supply & drainage connection is adjacent to the project site. Water supply & drainage connection will be available after getting the B.U. permission.

Page 23 of 56


14. Solid Waste Management

Construction Phase: Generation Quantity

to be reused

Mode of Disposal/Reuse

Top Soil 2,300 m3 2,300 m3 Development of greenbelt.

Other Excavated Earth

9,200 m3 9,200 m3 Levelling low lying areas and development of green belt area at proposed site itself.

Construction Debris

300 m3 300 m3 Levelling roads, pavements, plot filling, plinth filling etc.

Steel Scrap 5 MT -- To be sold to scarp dealer

Discarded packing Materials/ Bags

65,000 Bags -- To be sold to authorized vendor.




Mode of Disposal /

Reuse Dry waste Wet waste

430 kg/day 25 Nos. of bins of 80 litre capacity will be provided for collection of waste.

Will be regularly collected by AMC for disposal.

Capacity and no. of community bins to be placed within premises: Total 25 Nos. – each of 80 litre capacity

Landfill site where waste will be ultimately disposed by local authority: Nearby MSW land fill/dumping site of AMC.


Parking area requirement for residential units as per GDCR: 3,175.2 m2

Parking area requirement for commercial units as per GDCR: 839.4 m2

Total number of CPS requirement for the project as per NBC: 193 CPS

Number of CPS requirement for residential units as per NBC: 163 CPS

Number of CPS requirement for commercial units as per NBC: 30 CPS

Total parking area provided (m2) & No. of ECS: 6,494 m2 & 225 CPS

Parking area provided in basement (m2) & No. of CPS: 3,670.6 m2 & 115 CPS

Parking area provided in hollow plinth (m2) & No. of CPS: 1,826.3 m2 & 66 CPS

Parking area provided as open surface (m2) & No. of CPS: 676.4

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m2 & 30 CPS Parking area provided (at any other place-specify) (m2) & No. of

ECS: 320.7 m2 ( 50 % of total common plot area) & 14 CPS.


Width of adjacent public roads: 36 m wide road in North direction & 18 m wide road in East direction of the site.

Number of Entry & Exit provided on approach road/s: One entry/exit on 36 m wide road & two entry/exit on 18 m wide road.

Width of Entry & Exit provided on approach road/s: 7.5 m & 6.0 m Minimum width of open path all around the buildings for easy

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

Width of all internal roads: 6 m & 7.5 m. 17. Details of Green

Building measures proposed.

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,solar lighting in common sunlit areas, aluminum window frame & marble door frame instead of wood, PVC electrical boards, maximum use of Portland Pozzolona Cement (PPC), maximum use of Ready Mix Concrete (RMC), water meter for each individual residential & commercial unit, rain water harvesting and recharging the ground water table through provision of 2 percolation wells.


Power supply: Maximum demand: During Construction: 50 kW During Operation: 1.2 MW Connected load: 1.2 MW

Source: M/s. Torrent Power Ltd. (TPL) Energy saving by Non-conventional Methods: Use of solar lighting

in common sunlit areas Energy saving measures: Maximum use of CFL lights - Non

renewable energy conservation, solar lighting in common Sunlit areas, use of variable frequency drive motors to optimize power consumption, maximum use of natural daylight and ventilation etc.

D.G. Sets: will not be provided. 19. Fire and Life

Safety Measures

During operation phase: Fire extinguishers, fire hydrant system, hose reels, down comers in common areas, manual alarm system, sprinkler system in basement, underground water tank of capacity 120 KL, overhead tanks of capacity 10 KL on each tower etc.

During the construction phase: All electrical fittings/equipments will meet the relevant IS standards, Personal Protective Equipments like earplugs, dust masks, safety shoes, helmets, hand gloves etc. will be provided to all workers, completely concealed copper wiring, “H” frame scaffolds & ladders made of mild steel, all workers will be trained to use welding shields and follow safer practice, provision related to first aid for the construction workers.

Page 25 of 56


20. Details on staircase

Type & No. of Buildings

No. of Floors

Floor Area No. of Staircase

Width of the

Staircase

Travel Distance

A H. P. / S.

P. +

7 Floors

345.83 m2 1 1.60 m 18 m

B + C 715.19 m2 2 1.60 m 18 m

D 256.12 m2 1 1.60 m 12 m

E + F 643.37 m2 2 1.60 m 18 m


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

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

22. Green area details

Tree covered area (m2) : 430 Area covered by shrubs and bushes (m2): 215 Lawn covered area (m2): 215 Total Green Area (m2): 860 Green Area % of plot area: 14% No. of trees and species to be planted: 58. Local flora species such

as Neem, Asopalav, Karen, Jasud etc. will be preferred. 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.

24. Eco friendly building materials

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

25. Basic amenities to be provided to construction workers

Adequate sanitation facilities, drinking water facility, municipal solid waste collection facility, spraying of anti mosquito fumes etc.

26. Documents related to land possession

Copy of 7/12 & index of City Planning department of AMC shows land in the name of land owners including the name of applicant.

During the meeting, he project proponent was suggested to increase the parking area provision especially for commercial units. At this the project proponent replied that they will provide mechanical parking in basement in future if need arise. It was presented that the open area between the main road and commercial units will be used as parking purpose. After discussing the various aspects regarding the project it was decided to consider the project only after the submission of the following:

Page 26 of 56


1. Copy of permission obtained for non agricultural use of the project site or a copy of documents showing the correspondences made in this regard.

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

3. How it will be ensured that open space between the main road & commercial units will not be used for the purposes other than parking and how it will be ensured that the parking at the open space between the main road & commercial units will not result in blockage or congestion of the main road.

12. Binori Buildcon (Residential Project)

S.No.378/1,FP No.64/1, TP 51, Jodhpur, 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 Residential Project 3. Project / Activity

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


Binori Grandeur


Binori Buildcon


23 Crores


No

8. Project Details Land / Plot Area (m2): 3,314 FSI area (m2):13,232.25 Non FSI area (m2):10,324.57 Total BUA (m2):23,556.82

Permissible Proposed FSI Area (m2) 13,256 13,232.25 Ground Coverage (m2) NA 885.36 Common Plot Area (m2) 331.4 336 Max. building height (m) 70 70

9. Building Details No. of Buildings: One No. of Blocks: Two Scope of buildings/blocks: Residential. 2 level basement +

hollow plinth + 20 floors No.& size of Residential Units: 76 Flats- 4BHK (Size 169.88 m2) No. & type of Commercial Units: No Details of amenities if any: No


342 occupants and 50 visitors

11. Water & waste Water requirement (KL/day): 19.75

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water details during construction phase

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): 48.26 Source of water: AMC Waste water generation quantity (KL/day):37.53 Mode of disposal: Municipal Sewer Line.


Available at site





Top Soil 750 750 Reuse for green belt development


14,250 6,300 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

200 120 Will be used for backfilling & internal road development. Balanced quantity will be handed over to AMC.

Steel scrap 10 0 Sold to vendors

Discarded packing materials

8 0 Sold to vendors





Dry waste 86.08 White bins Sold to vendors

Wet waste 129.12 Green Bins Municipal bins Details of segregation if to be done: yes Capacity and no. of community bins to be placed within premises

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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: AMC



Total number of CPS requirement for the project as per NBC :76 Number of CPS requirement for residential units as per NBC: 76 Total Parking area provided (m2) & No. of CPS: 5,664.98 & 183

CPS Parking area provided in basement (m2) & No. of CPS: 4,549.62

& 142 CPS Parking area provided in hollow plinth (m2) & No. of CPS:885.36

& 31 CPS Parking area provided as open surface (m2) & No. of CPS: 230

& 10 CPS 16. Traffic

Management Width of adjacent public roads: 40 m wide roads Number of Entry & Exit provided on approach road/s: One entry

and One exit Width of Entry & Exit provided on approach road/s: 6.0 m Entry

and 6.0 m Exist 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: 6.0 m 17. Details of Green

Building measures proposed.

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.


Power supply: Maximum demand: 450 KVA Connected load: 400 KVA Source: Torrent Power Limited

% of saving with calculations: ~30% 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:40 KVA Fuel & its quantity: HSD, 10 litre/hr


During Construction Phase: 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, manually operated electric fire alarm system, wet riser, underground static water storage tank- 100 KL, terrace tank -20 KL (total capacity), automatic sprinkler system (basement)

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20. Details on staircase

Type & no. of buildings

No. of floors

Floor area m2

No. of staircase


(m)

Travel distance

(m) Residential

A HP + 20 442.68 1 2.0 24

Residential B

HP + 20 442.68 1 2.0 24


Level of the Ground water table: 22 m No. & dimensions of RWH tank(s) :1 No and 2.0 m X 2.0 m X

3.0m 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): 91 Lawn covered area (m2):120 Total Green Area (m2):336 Green Area % of plot area: 10 % No. of trees and species to be planted: 50 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control measures

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

24.


Recurring cost of Rs. 9.5 lacs and capital cost of Rs. 12.5 lacs is proposed for the EMP.

25. Details of eco friendly building materials

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

26. Details of amenitied to be provided to construction workers.

Sanitation facility for labour and staff member will be provided at site. Welfare facility will be provided as per Gujarat Building and other construction worker rules.

27. Documents related to land possession

N.A Order in the name of landowners. A copy of registration receipt obtained from subregistrar’s office against submission of Banakhat for transfer of land from land owners to the developer has been submitted.

A copy of application made to the Airports Authority of India and a copy of zoning certificate

from AMC showing that the project site is falling under the residential zone-II have been

submitted. After detailed discussion on various aspects of the project, it was decided to

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

13. Laxmi Sky City (Laxmi Developers)

S.No.88/B,FP No.65/3 O P. No.65/3,TPS No.109, Muthiya-Hanspura-Bilasiya, Hanspura, Ahmedabad

Screening & Scoping

Page 30 of 56


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 Residential 3. Project / Activity

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


Laxmi Sky City


Laxmi Developers


50 Crores


No

8. Project Details Land / Plot Area (m2) : 15,236.0 FSI area (m2): 41,131.77 Non FSI area (m2): Total BUA (m2): 66,555.43

Permissible Proposed FSI Area 41,137.20 41,131.77 Ground Coverage - 4,647.0 Common Plot Area 1,218.88 1,432.09 Max. building height

70 m

9. Building Details No. of Buildings: 7 (5-residential,1- Commercial, 1-society office) No. of Blocks : 7 (5-residential, 1- Commercial, 1-society office) Scope of buildings/ blocks: Basement + Ground Floor + 23 floors

for residential buildings, Basement+Ground Floor+1 for commercial Building and society office of ground floor only.

No.& size of Residential Units: 460 No. & type of Commercial Units: 36 Details of amenities if any: NA


1840


Water requirement (KL/day):70.0 Source of water: Water tankers Waste water generation quantity (KL/day):25.0 Mode of disposal: into municipal sewer line Details of reuse of water, if any:


Fresh water requirement (KL/day):286.0 Source of water: AMC Waste water generation quantity (KL/day): 200 Mode of disposal: AMC Drainage line.

Page 31 of 56



Source of water: AMC water supply system Drainage connection is 100 m away from the project site.





Top Soil 200 200 Will be reused for green belt development.


2,500 1,200 Will be reused for back filling, internal roads and other paved areas & remaining will be used for other projects in the vicinity.

Construction debris

200 100 Will be sued for back filling, internal road development and remaining will be handed over to AMC.

Steel scrap 3 0 Sold to vendors.

Discarded packing materials

2 0 Sold to vendors.





Dry waste 100 White Bins Sold to vendors

Wet waste 1000 Green Bins AMC collection system

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

premises: 10 Nos. of community bins of 15 kg to be placed in common area.

Landfill site where waste will be ultimately disposed by local authority: AMC will collect the waste on daily basis.

15. Parking Details Total parking area requirement for the project as per GDCR : 9,378.39

Parking area requirement for residential units as per GDCR:7,321.23

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

Page 32 of 56


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

230 Total Parking area provided (m2) & No. of CPS: 6,556.11 m2 and

236 CPS Parking area provided in basement (m2) & No. of CPS:3,076.11

m2 and 97 CPS Parking area provided in hollow plinth (m2) & No. of CPS:1,680

m2, 60 CPS Parking area provided as open surface (m2) & No. of CPS: 1,800

m2, 79 CPS. Two wheeler Parking: 400.66 Sq. mt in Open area, No of two

wheeler= 175. Parking area requirement for Commercial units as per GDCR:

2,057.16 Total number of CPS requirement for the project as per NBC :

163 Number of CPS requirement for Commercial units as per NBC:

163 Total Parking area provided (m2) & No. of CPS: 5224 m2 and

166 CPS Parking area provided in basement (m2) & No. of CPS:5,024 m2

and 157 CPS Parking area provided as open surface (m2) & No. of CPS:200

m2, 09 CPS Two wheeler parking : 268.92 Sq. mt in Open area , No of two

wheeler= 117 Total car parking = 254 + 60 + 87 = 401 Total 2W parking = 175 + 117 = 292.


Width of adjacent public roads:18 m Number of Entry & Exit provided on approach road/s: separate entry/exit – 02 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): 7.0 Width of all internal roads: 7.5 m.


Maximum use of natural lighting, use of CFL lights and energy etticient electrical appliances.


Power supply: Torrent Power Maximum demand: 1000 KVA Connected load: 1200 KVA Source: UGVCL


During operation phase: Hose reel and hydrant outlet at each floor, the main fire pump at the underground water tank with a capacity to discharge 900 liters per minutes at 3 bar pressure at the terrace level, overhead tank 20 KL, underground tank of 100 KL (2×50 KL), fire alarm call point at each floor with sounders capable of being heard all throughout the building, one carbon dioxide (CO2) type extinguishers of 4.5 kg and one 5 kg (DCP)

Page 33 of 56


type extinguishers on each floor in Commercial building, One carbon dioxide (CO2) type extinguishers of 4.5 kg or two carbon dioxide (CO2)type automatic sprinkler system with at least one sprinkler head for actual car parking space. Naroda fire station is only 3 k.m. away from the project site and a fire brigade can reach the place in 7-10 minutes.


No. of floors Floor area

No. of staircase


Travel distance (m)

A,B,C,D and E

Basement + GF + FF +SF +TF to 23rd floor

327.18 01

2.0 m < 5 m

F Basement + GF + FF

1,886.26 12 1.5 m < 3 m


Level of the Ground water table: 25 m No. & dimensions of RWH tank(s) :03 nos. 2.0 m x 2.0 m x 3.0 m No. and depth of percolations wells :04 Nos. and 20 m Details on Pre-treatment facilities :--

22. Green area details

Tree covered area (m2) : 919.43 Area covered by shrubs and bushes (m2): Lawn covered area (m2): 1,432.09 Total Green Area (m2): 2,351.52 Green Area % of plot area: 15.43 No. of trees and species to be planted: 400

23.


~ 10 Lacs

24. Proposed dust control measures during the construction phase

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

25. Eco friendly building material usage details.

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

26. Details of amenitied to be provided to construction workers.

Education facilities to children like provision of books, school uniform, shoes, pens, bags, water bags etc. Doctor service once in a week, provision of residence with toilets & facility of drinking water, insurance for the company workers.

27. Pocumenta related to land possession

N.A order for F.P.No.65/3 admeasuring 15,236.0 m2 is in the name of applicant

During the meeting after detailed discussion it was decided to further appraise the project only after submission of the following: 1. Heights of the buildings and copy of permission obtained from Airports Authority of India.

2. Details of Sewage Treatment Plant with its capacity, size of each unit, retention time and its

Page 34 of 56


location on the plan. Measures proposed to avoid odour nuisance due to the STP in operation

phase. Revised water balance details considering the reuse of treated sewage after provision

of STP in operation phase.

3. Complete treated sewage management plan along with the application wise breakup of

treated sewage utilization. Management plan of treated sewage during rainy season when

utilization of treated sewage for gardening/plantation purpose is not possible. Detail & design

of dual plumbing system to be provided for reuse of treated waste water.STP sludge

management plan.

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

in basement.

5. Capacity & type of fire pump/s as well as pressure of fire water at 23rd floor of the buildings in

case of fire emergency.

14. Mr.Manoj Vadodriya (Proposed Residential Cum Commercial Project)

Plot bearing F.P.no.48/1,Sr.No.47/1, Makarba, New city West, 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 Recidential Cum Commercial High Rise Building Project

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

8(a)


Recidential Cum Commercial High Rise Building Project


Manoj B. Vadodariya


About 50 Cr


At present the site is clear and open plot

Page 35 of 56


8. Project Details Land / Plot Area (m2) : 7,499.0 FSI area (m2): 20,186.47 Non FSI area (m2): 60.83 m2(FSI not to be used) Total BUA (m2): 33,914.44

Permissible Proposed FSI Area (m2) 20,247.30 20,186.47 Ground Coverage (m2) ---- 2,770.47 Common Plot Area (m2)

749.90 797.54

Max. building height (m2)

45 mt 39.30 mt

9. Building Details

No. of Buildings: 3 Buildings No. of Blocks: 7 Blocks (1-commercial + 6 residential) Scope of buildings/blocks:Ground floor (parking/ shops) + 12 floors No.& size of Residential Units: 272 Residential units No. & type of Commercial Units:22 Commercial units Details of amenities if any: Community hall


Expected resident users 1360 person Shop users 110 persons Total occupants 1470 and 200 visitors


Water requirement (KL/day):13.75 Source of water: water tankers. Waste water generation quantity (KL/day):4.0 Mode of disposal:Soak pit


Fresh water requirement (KL/day):244.37 Source of water: AMC water supply system Waste water generation quantity (KL/day):192.44 Mode of disposal:AMC sewer line


AMC has developed water supply & drainage line in the area. Water supply & drainage connection will be available to the project at the time of getting BUC from AMC.




Mode of Disposal /

Reuse Top Soil 900 m3 Will be used

on 3,200 m2 area for

gardening

Nil

Other excavated

earth

13000.00 m3

7,500 m3 will be reused in trench & plinth filling while 5,500 m3 for preparing internal road & external road

7,500 m3 will be reused in trench & plinth filling while 5,500 m3 for preparing internal road & external road

Construction 300 m3 300 m3 Will be used

Page 36 of 56


debris for back filling, internal road development

and remaining will be handed over to AMC

Steel scrap 20 Used in column,

footing and foundation

Sold to vendors

Discarded packing

materials

Cement & plastic bags

Cement bag partly reuse in

curing purpose &

partly sale out in open

market while plastic bags will be sold out to the registered recycler or

vendor

Sold to vendors





Dry waste 90 kg Dust bin within

premises

AMC door to door wastage pik-up service

Wet waste 70kg Dust bin within

premises

AMC door to door wastage pik-up service

Details of segregation if to be done: yes Capacity and no. of community bins to be placed within premises: 15

kg and 40 number of community bins to be placed in common area

Landfill site where waste will be ultimately disposed by local authority: AMC Near by MSW landfill/dumping site of AMC

1 Parking Details

Total parking area requirement for the project as per GDCR: 4,516.50 m2


Parking area requirement for Commercial units as per GDCR: 798.67 m2

Total number of CPS requirement for the project as per NBC :168 Number of CPS requirement for residential units as per NBC: 136 Number of CPS requirement for commercial units as per NBC:32 Total Parking area provided (m2) & No. of CPS:320 CPS &6,806.58

m2 Parking area provided in basement (m2) & No. of CPS: 5,361.58 &

168 CPS Parking area provided in hollow plinth (m2) & No. of CPS: 1,004.51

&36 CPS

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Parking area provided as open surface (m2) & No. of CPS: 440.49 & 19CPS


Width of adjacent public roads: 40.00 Mt. Wide T.P.S. Road Number of Entry & Exit provided on approach road/s: One gate will be

provided Width of Entry & Exit provided on approach road/s: 7.50 m. Minimum width of open path all around the buildings for easy access

of fire tender (excluding the width forthe plantation): 6.00 m Width of all internal roads: 7.5 m.


Autoclave Aerated blocks, maximum use of RMC, aerated type water taps, solar based street lighting, LED lightings fixtures and low voltage lightings in common areas, maximum use of natural ventilation & natural light, energy saving electrical appliances etc.


Power supply: Torrent Power Limited Maximum demand: 1750 kva. Connected load:

Energy saving System: Solar street lights are proposed in areas such as/openspaces/commonarea/ pathways/etc.

DG Sets: No. and capacity of the DG sets:1 × 62.5 KVA Fuel & its quantity: 12 lit/hr (HSD)


During construction phase: Provision of personal protective equipment's (PPEs) and its usage shall be ensured & supervised, training shall be given to all workers on construction safety aspect, first aid room with first aid kit, doctor & ambulance service.

During operation phase: Fire extinguishers (Residential and commercial), hose reel (Residential and commercial), down comer (residential), manually operated electric fire alarm system (Residential and commercial), wet riser and yard hydrant (Commercial), automatic sprinkler system (Basement), terrace tank – 40 nos. and 520 KL (total capacity), underground static water storage tank- 500 KL etc.


No. of floors Floor area

No. of staircase


Travel distance (m)

1(Commercial)+ A&B(Resi.)

G+12 FL. 510.0 3 2.0 m 14.0 & 12.0

C+D(RESI.) HP+12 FL. 415.0 2 2.0 m 10.0 E+F(RESI.) HP+11 FL. 465.0 2 2.0 m 10.0


Level of the Ground water table: 25 m . No. & dimensions of RWH tank(s) :-- No. and depth of percolations wells : 2 nos and 8 m Details on Pre-treatment facilities : oil and grease removal and

filter. 22. Green area

details Tree covered area (m2 ) :250.0 Area covered by shrubs and bushes (m2 ): --- Lawn covered area (m2 ): 547.54 Total Green Area (m2 ): 797.54 Green Area % of plot area: 11% No. of trees and species to be planted: 45 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

Page 38 of 56


23.


---

24.

Dust control measures

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

25. Details of ecofriendly building materials

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

26. Workers Arrangement During Construction

Provision of temporary resident facility with drainage connection & drinking water facility for workers at their other plot which is 500 m away from the project site.

27. Possession of Propose Land

A copy of 7/12 submitted shows that N.A. land of the project site is in the name of applicant.

The project proponent has submitted a copy of NOC obtained from the Airports Authority of India for permissible height above ground level of 100.0 m. A copy of opinion obtained from the fire & emergency service of AMC has also been submitted. During the meeting, the project proponent was asked to install all the requisite fire fighting facilities as per the requirement of NBC or AMC which ever is more stringent. After discussing the various aspects of the project in details, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance. 15. Hindusthan Speciality

Chemicals Ltd. Plot No:830, Jhagadia GIDC, Jhagadia, Dist.: Bharuch

Appraisal

Project / Activity No.: 5(f) M/s: Hindusthan Speciality Chemicals Ltd. (herein after Project Proponent – PP) has

submitted their application for this new project at MoEF vide their letter dated

04/10/2013.

All Synthetic Organic Chemicals Industry located inside the notified area/estate are listed

at s. no. 5(f) under category ‘B’ and appraised at State level. However, applicability of

General condition due to project location within 10 Km (8.3 Km) from Critically Polluted

Area (GIDC, Ankleshwar), proposal was treated as Category ‘A’ project.

TOR issued by MoEF in the 15th meeting of the Reconstituted Expert Appraisal

Committee held on 29th – 30th January 2014.

MoEF&CC has transferred this case vide F.no. J-11011/307/2013-IA II (I) dated

16/02/2015 considering category B project as per amendment to EIA Notification, 2006

vide SO 1599 (E) dated 25.06.2014. The letter from MoEF&CC was received by this

office on dated 09/03/2015.

Project status: New


S. No.

Name of Product Quantity in MT/Annum

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1 Liquid Epoxy Resin 30000

2 Solid Epoxy Resin 20000

3 Solvent Based Epoxy Resin 10000

4 Formulated Epoxy Resin 15000

5 Diluents 10000

6 Epoxy Resin Hardeners 15000

Total 100000

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

2006.

Total plot area is 188257.32 sq. m & unit has proposed 62129 sq. m area for green belt

development/Tree plantation. Expected project cost is Rs.400 Crores.Total water consumption

for proposed project will be 1176 KL/D ( Domestic, Gardening, Process & Boiler through RO,

Cooling tower) which will be met through GIDC water supply (988 KL Fresh water) and RO

permeate (188 KL). Industrial waste water generation will be 509.6 KL/day (Washing -10 KL,

Cooling tower blow down – 166 KL, RO-1 : 67 KL, Boiler blow down – 2.6, Process 264 KL).

Unit has proposed RO 1 for process and Boiler feed water. High TDS stream (186 KL/day) will

be sent to MEE and condensate (176 KL/day) will be sent to ETP. Low TDS stream (78 KL/day)

will be sent to proposed ETP comprising Primary, Secondary & Tertiary treatment plant having

capacity 300 KL/day and treated waste water will be disposed into deep sea via NCTL pipeline.

Domestic waste water (8 KL/day) will be disposed off into soak pit system. Unit has proposed to

recycle 188 KL/day of permeate stream from RO 2 for cooling tower make up.

Flue gas generation will be from two Steam Boilers (10 TPH and 6 TPH) and two D.G. sets

(1200 KVA each). Biomass Briquettes or Coal to the tune of 2 MT/hr will be used for 10 TPH

Boiler. Unit has proposed ESP as APCM for 10 TPH Boiler. Unit has proposed condensation,

adsorption and recovery of active carbon filter with adequate stack height for control of ECH,

Alcohol, Benzene, TOL, Xylene, Amine etc. from the Adsorption Columns 1 & 2. Unit has also

proposed Impulse filter drum dedusters with outlets of Dust filters I & II for control of dust

emission. Hazardous waste generated from the manufacturing activity will be Resin Sludge with

Polymers (874 MT/Year), Resin soaked cotton waste / gloves & chemical contaminated saw

dust (330 MT/Year), Filter Material (388 MT/Year), Spent Solvent (210 MT/Year), ETP sludge

(3.5 MT/Year), Discarded containers/Bags/Liners (1500 no.s/Year) and Used oil (10 KL/Year).

Resin sludge, contaminated saw dust, filter material, Used oil and Spent solvent will be sent to

authorized CHWIF and ETP sludge will be disposed off into TSDF site. Discarded containers will

be sent to authorized recyclers. MEE salt will be sale out to actual users.

Observations/Discussions: 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,

Page 40 of 56


waste generation, hazards & controls, flow diagram of ETPs, details of APCM, resource

consumption & conservation, point wise compliance of ToR etc. The study period considered for

EIA was March to April 2014. Air quality monitoring was carried out at six stations. During the

study period the average concentration of SO2, NOx, PM2.5, PM10, were well within prescribed

limit at all locations. The concentration of Lead (Pb), Nickel (Ni) and Volatile Organic

Compounds (VOC) were found < 0.01, <0.02 and < 0.1 mg/m3. Detailed dispersion air quality

modeling study was conducted by using AEROMOD, a software package based on Gaussian

Plume equation which shows that after addition of emissions from proposed plant to the ground

level concentrations, the resultant values achieved will remain well below the prescribed NAAQS

at all the locations. Unit has prepared Risk assessment & Disaster management plan

considering two scenarios identified for consequence analysis viz. Release of Epichlorohydrin,

Toluene, Phenol & Xylene. On asking about spent solvent, PP informed that there is no proposal

for in-house distillation facility and they will send spent solvent to authorized distillation units.

While discussing about the final disposal of the treated effluent, pp informed that they have

obtained membership certificate for discharging treated effluent into GIDC pipeline.

After detailed deliberations the Committee sought following additional information for further

consideration of the proposal:

1. Quantity & quality of MEE salt to be sold outside along with the Name and address of end consumers, Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said wastes / by-products from the proposed project. Give detailed justification and feasibility of reuse/recycle of the particular item.

2. Name of nearby Solvent Recovery unit with capacity of the unit and permission letter with quantity.

16. PNP Polymers Pvt. Ltd. S.No.237/3,P 2, Village: Sarigam, Ta.: Umargam, Dist.: Valsad

Screening & Scoping

Project / Activity No.: 5 (d) M/s: PNP Polymers Pvt. Ltd. (herein after Project Proponent – PP) has submitted

application vide their letter dated 19/01/2015.

Project status: New


This unit has proposed to manufacture nylon POY and FDY as tabulated below:

Sr. no.

Name of Product Quantity

MT/Month

1. Nylon Partially oriented Yarn (POY)

900 MT/Month

2. Nylon Fully drawn Yarn

1550 MT/Month

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

2006.

Total plot area is 128050 sq.m & unit has proposed 3710 sq. m area for green belt

development/Tree plantation. Expected project cost is Rs.80 Crores. Total water consumption

for proposed project will be 32 KL/D (5 KL/day for Domestic, 27 KL/day for Industrial) which will

be sourced from Bore well. Generated Industrial waste water (Blow downs & washing water) will

be reused completely. Domestic waste water (3 KL/day) will be disposed off into soak pit

system. Flue gas generation will be from stand by D.G. set (750 KVA). No process gas emission

is envisaged. PP has presented that there will be no generation of hazardous waste from the

manufacturing activity. Generated yarn waste will be sale out to the actual users.

Discussions/Observations:

Technical presentation included project details, details of raw materials and its quantity

properties of the products etc. It was observed that the proposed location in Village Sarigam is

surrounded by residential area. On asking, PP could not reply satisfactorily regarding distance of

nearby habitat from the proposed site. Committee felt that the exact distance of residential area

should be checked by concerned RO of GPCB. After detailed deliberations, It was decided to

reconsider the project for screening / scoping in one of the upcoming meetings only after

submission of the following:

1. Satellite image and map showing nearest residential area/habitats from the outer

periphery of the proposed site. Submit distance certificate from the concern authority.

2. Satellite image of project site with specific details such as distance of the project site

from the nearest (1) Aanganwadi/School/College/Institute (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 etc.

17. Gujarat Alkalies & Chemicals Ltd. (Caustic Soda Unit)

S.no.638-660, Village: Ranoli, Dist.: Vadodara

Screening & Scoping

Project / Activity No.: 4(d) & 5(f) M/s: Gujarat Alkalies & Chemicals Ltd. (Caustic Soda Unit) (herein after Project

Proponent – PP) has submitted application vide their letter dated 19/01/2015.

Project status: Expansion


This is an existing unit and now proposed to undergo expansion in the existing production plant

as shown below :

Sr. No.

Products Existing Production as

per CC&A MT/Month

Proposed production increase,

MT/ Month

Total Proposed

Production, MT/Month

1 Caustic Soda Lye (100 %) 16120 MT 0 16120

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2 Hydrochloric Acid (100%) 7418 MT 0 7418

3 Chlorine 16353 MT + 300 16653

4 Hydrogen 413 MT + 87 500

5 Sodium Hypochlorite (100 %) 227 MT 0 227 MT

6 Caustic soda flakes 6500 MT 0 6500 MT

7 Caustic Potash flakes 1800 MT 0 1800 MT

8 Potassium Hydroxide lye (100%)

3100 MT + 620 3720 MT

9 Potassium Carbonate 1350 MT 0 1350 MT

10 Chloromethanes 3410 MT + 2790 6200

11 Hydrogen Peroxide (100 %) 1302 0 1302

12 Dilute Sulfuric Acid (78%) 1000 MT + 375 1375

13 Upgraded Salt 28800 MT 0 28800 MT

14 Scalewins 17 MT 0 17 MT

15 Defowin 10 MT 0 10 MT

16 Biowins 4 MT 0 4 MT

17 Multipurpose liquid bleach 4 M3 0 4 M3

18 Toilet cleaner 3 M3 0 3 M3

Total 87831 MT + 4172 MT 92,003 MT

The project expansion activities fall under category no. 4(d) & 5(f) of the schedule of the EIA

Notification, 2006.

Plot area is approx.197500 sq.m. Unit has proposed 22000 sq. m area for green belt development. Estimated cost of proposed expansion is Rs. 90 Crores. The raw water requirement will increase from existing 6168 KL/day to 6269 KL/day (2338 KL for Process, 3050 for Cooling, 341 KL for Boiler, 500 KL for Domestic, 40 KL for Salt washery unit) due to the proposed expansion. Source of the water supply is JWSS & RIL Frenchwell. The effluent generation will be increased from existing 2470 KL/day to 2485 KL/day (1088 KL from Process, 1047 KL from Cooling, 40 KL from Boiler and 30 KL from Salt washery unit) after the proposed expansion. At present Natural gas is used for 4 no.s of Boilers. Unit has proposed one new Boiler in which NG (1800 SCM/hr) will be used as fuel. No additional process gas stack is envisaged. The project is situated in notified industrial area, hence public consultation is not required. Hazardous waste generated area Waste Mixed Chloromethane (Hi Boilers), Spent

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catalyst and molecular sieves, Used oil, Empty contaminated Barrels/containers/ Liners, Chemical sludge from waste water treatment, Ash from flue gas cleaning residues, Organic waste from H2O2 plant, Used heating salt and Activated Charcoal. Other non hazardous solid waste will be Brine and salt washery sludge, Insulated copper wire scrap/copper with PVC sheathing, Lead acid battery scrap and other scrap, Discarded lead acid batteries, Activated alumina, Cotton waste, Light resin bonded mineral wool, Expanded polystyrene slab, Anthracite etc.

Observations/Discussions:

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



consumption & conservation etc. Unit is having their own in-house TSDF site for inorganic Solid

waste and unit has obtained membership for CHWIF. During meeting, 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. Committee asked about existing capacity of their own TSDF site

and to submit compliance of CPCB guidelines for TSDF sites. After deliberations on various

aspects of the proposed project, the TOR proposed by the project proponent were accepted and

the project proponent was asked to include the following additional TOR for the EIA study to be

done covering 5 km radius from the boundary of the project site:

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

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

3. Key plan showing the industrial units in vicinity of the project site. 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. Technical details of all the plants along with details of manufacturing process / operations of each product. Details on strategy for the implementation of cleaner production activities.

5. Chemical name of each product and raw material along with chemical reactions of unit processes.

6. Assessment of source of the water supply with adequacy of the same to meet with the requirements for the project expansion. Permission obtained for supply of increased quantity of raw water. Undertaking stating that no bore well shall be dug within the premises.

7. Detailed mass balance 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.

8. 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.

9. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated along with adequacy and efficacy report. The characteristic on which treatability is based shall also be stated.

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10. Details of the ETP units including its capacity, size of each unit, retention time and other technical parameters and details about up-gradation in the existing ETP (if any proposed) to take care of the increased wastewater generation due to the proposed expansion. Provision of flow totalizer at final outlet of the ETP.

11. Plan to maximize reuse / recycle of effluent so as to reduce effluent quantity to be discharged in the effluent channel of ECP. Application wise break-up of effluent quantity to be recycled / reused in air compressor & vacuum pump, brine system, scrubbing system, green belt development and various other applications.

12. Provision for online monitoring of effluent discharge quantity and quality, parameters to be monitored and arrangement to be made for reflecting the same on company's server, which can be accessed by the GPCB on real time basis.

13. One season site-specific meteorological data including temperature, relative humidity, hourly wind speed and direction and rainfall shall be provided.

14. 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. Parameters to be considered shall be in accordance with the revised national ambient air quality standards. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters like Cl2, HCl, VOC, HC etc. 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 including reserved forests. 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. Impact of the project on the AAQ of the area. Details of the model used and the input the parameters used for modeling should be provided. The air quality contours may be plotted on a location map showing the location of project site, habitation, sensitive receptors, if any. The wind roses should also be shown on this map.

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. Provisions for online monitoring of the pollutants from the process stacks and its monitoring plan along with budgetary outlay for the same and parameters to be monitored.

19. Details of increase in truck / tanker movement for transportation of finished goods, raw materials, hazardous waste etc. due to project expansion. Impact of the project expansion on local infrastructure of the area such as on road network due to transportation of finished

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goods, raw materials, hazardous waste etc. Whether any additional infrastructure is required to be constructed and the agency responsible for the same with time frame.

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, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized.

21. Details of the captive TSDF site including its total, exhausted, balance capacities & life along with an assessment to accommodate the additional quantity of wastes to be generated.

22. Soil quality and water quality around the captive TSDF site. Past records of water quality of peizometer bore wells surrounding the TSDF site.

23. Details of the peizometer borewells surrounding the TSDF site alongwith the monitoring results and its inference. Provisions to be made for providing additional peizometer borewells in upstream / downstream directions, in order to comply with CPCB guidelines.

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

25. Complete management plan of the by-products, Hazardous wastes & spent acids which are recyclable / reusable within the premises and all the relevant details of by-products & spent acids which are not recyclable / reusable within the premises.

26. Name and address of end consumers to whom any by-products, Hazardous wastes & spent acids will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said wastes / by-products from the proposed project.

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

28. Membership of common hazardous waste incineration facility along with an assessment to accommodate the additional quantity of wastes to be generated should be included.

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

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

31. 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.

32. Specific safety details / provisions for management of the Hydrogen generating from the process looking to its explosive nature.

33. Measures to guard against chlorine leakage / fire hazards including details of automatic detection and control system & detailed control plan showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc. should also be

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provided.

34. 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.

35. 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.

36. 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 in 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.

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

38. 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.

39. 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.

40. Details of scheme for surface as well as roof top 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.

41. Compliance of norms given under EPA Rules and CREP guidelines for the existing plants and action plan for proposed activities to achieve the norms.

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

43. 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.

44. Whether any litigation pending and / or any direction / order passed by any Court of Law against the company, if so, details thereof.

45. Any further clarification on carrying out the above studies including anticipated impacts due to the project and mitigative measures, project proponent can refer to the model ToR available on Ministry website “http://moef.nic.in/manual/Synthetic Organic Chemicals & Chlor-Alkali Industries.”

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

the MoEF’s sector specific EIA Manual 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 EIA

report.

18. Mangalam Intermediates Plot no:8201/1, GIDC Estate, Sachin, Ta: Choryasi, Dist.: Surat

Screening & Scoping

Project / Activity No.: 5(f) M/s: Mangalam Intermediates (herein after Project Proponent – PP) has submitted

application vide their letter dated 19/01/2015.

Project status: Expansion


This is an existing unit engaged in manufacturing of dyes and dyes intermediates and now PP has proposed for expansion as tabulated below:

Sr. no.

Name of Product Existing Capacity

(MT/Month)

Additional Capacity

(MT/Month)

Total After Proposed Expansion (MT/Month)

1 Sulfo Tobias Acid 30 -

30 2 Schaffer’s Acid

A. Group 1 3 Aniline 2,5 DSA

-

32.5

32.5

4 Aniline 2,4 DSA 5 Sulpho tobias Acid 6 D Acid 7 2-Puridone 8 PCOSA 9 Sulpho C Acid 10 Schaefferr's Acid 11 G Salt B Group 2 12 1-Amino 7- Napthol

- 9.5

9.5

13 Sulpho J Acid 14 4-Carboxy Phenyl Gamma Acid 15 Ortho Amino Phenol Sulfonamide 16 1,8 Napthasultan C Group 3 17 Broenner's Acid

-

30.5

30.5

18 Amido G salt 19 N- Phenyl J Acid 20 N-Methylyl J Acid 21 Rheduline Acid 22 4,4 - Diamino Benzanilide 23 4-NAP

24 M-Sulfo Phenyl Gamma J Acid D Group 4

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25 MAMAS Acid - 6.0 6.0 E Group 5 26 Benzoyl J Acid - 1.25 1.25 F Group 6 27 1-Benzaldehyde Di Sulfonic acid - 38.0 38.0 Total 30 117.75 147.75

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

2006.

Plot area is approx.1000 sq.m. Unit has proposed 65 sq. m area for green belt/tree plantation.

Estimated cost of proposed expansion is Rs. 2 Crores. Fresh water requirement after proposed

expansion will be increased from 8.55 KL/day to 10.2 KL/day (2 KL Domestic & 8.2 KL

Industrial) which will be supplied by the GIDC. Wastewater generation after the expansion will

be 31.6 KL/day [29.6 KL/day industrial + 31.6 KL/day domestic]. Waste water generation will be

mainly from Process, Washings, Cooling and scrubber. Total 20 KL/day of high COD stream

effluent will be treated in their own MEE or sent to MEPL for further treatment and 9.6 KL of low

COD stream effluent will be treated in their own ETP and then sent to CETP of GECL. Domestic

waste water (2 KL/day) will be disposed off into septic tank/soak pit system. At present unit is a

member of CETO of GECL and industrial effluent goes to CETP after primary treatment at their

own premises. At present unit has provided one TFH (6 Lac Kcal/hr) and one spray dryer. Now

unit has proposed two TFH ( 6 Lac Kcal/hr each), one spray dryer and one DG set (175 KVA).

At present LDO is used as fuel. Now unit has proposed Agro waste/Bio Coal/Lignite as fuel. Unit

has proposed Multi cyclone followed by Bag filter for TFH and ventury scrubber for spray dryer

as APCM. Unit has also proposed Alkali scrubber, two stage scrubbers with Reactors &

Drawning vessels to control process gaseous emissions. Hazardous waste to be generated after

proposed expansion will be ETP waste (42 MT/Month), Distillation residue (1 MT/Year),

Discarded containers ( 500 no.s/Month), Used Oil ( 5 ltr/year), MEE salt ( 4.5 MT/Month), Spent

carbon (1.7 MT/Month) and spent sulphuric acid. ETP waste, Spent carbon, Distillation residue

& MEE salt will be disposed off at the nearby common TSDF. Discarded barrels / containers /

bags / liners will be either reused or returned back to suppliers or sold only to the authorized

vendors after decontamination. Used oil will be sold only to the registered recyclers. Spent

sulphuric acid generated (36 MT/Month) during manufacturing process of D Acid and PCOSA

will be reused in process. Unit is a member of TSDF site of BEIL, Ankleshwar.

Observations/Discussions: Technical presentation during the meeting also included the details like general information



consumption & conservation etc. Committee asked to segregate effluent stream properly and to

reuse/recycle the treated effluent at maximum extent. As per the presentation, Ammonia will be

stored in drums, however on asking, PP informed that Ammonia will be stored in Tank and

assured to correct the details in EIA report. While discussing about the type of fuel to be used in

Boilers and HAG, pp informed that they will use Bio-coal only as solid fuel. After detailed

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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. 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.

2. Exact details on additional infrastructural facilities, plant machineries etc. required for the proposed expansion.

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

4. Detailed manufacturing process of each product 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 project expansion. Permission of the concerned authority for supply of fresh water as per the requirement of the project.

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

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

8. Water balance diagram (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream to be generated.

9. Details on effluent generation and its quality of effluent streams in worst case scenario, i.e. considering manufacturing of high pollution potential products at maximum possible production capacity.

10. A detailed treat ability study for different kind of effluent streams to be segregated vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated.

11. Detailed effluent treatment scheme and disposal method for different kind of effluent streams to be segregated.

12. Technical details of the proposed MEE and ETP including size of each unit, retention time etc. along with its adequacy report.

13. Details of the MEE including evaporation capacity, steam required for evaporation, adequacy of the proposed boiler to supply steam for evaporation in addition to the steam required for the process etc.

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

15. Plan for management and disposal of waste streams to be generated from spillage, leakages, occasional reactor washing, and exhausted media from Scrubber etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

16. 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.

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

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18. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

19. One complete season base line ambient air quality data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards as well as project specific parameters like NH3, HCl etc. Locations of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

20. 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 Google map / geographical area map.

21. Base line status of the noise environment, impact of noise on present environment due to the project and proposed measures for noise reduction including engineering controls.

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

23. MSDS of all the products and raw materials.

24. 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.

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

26. Membership of Common Environmental Infrastructure including the CETP, TSDF / Common Hazardous Waste Incineration facility (CHWIF), Common MEE etc.

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

28. Detailed plan for 100% in-house recovery and reuse of solvent and undertaking stating that in no case spent solvent shall be sold outside.

29. Complete management plan of the by-products, Hazardous wastes & spent acids which are recyclable / reusable within the premises and all the relevant details of by-products & spent acids which are not recyclable / reusable within the premises.

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30. Name and address of end consumers to whom any by-products, Hazardous wastes & spent acids will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said wastes / by-products from the proposed project.

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

32. 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.

33. 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.

34. 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.

35. 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.

36. Permission from PESO for storage of solvents.

37. 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.

38. 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.

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

40. 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.

41. Copy of all the Environmental Clearance(s) including Amendments thereto obtained for the project from MOEF/SEIAA shall be attached as an Annexure. A certified copy of the latest Monitoring Report of the Regional Office of the Ministry of Environment and Forests as per

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circular dated 30th May, 2012 on the status of compliance of conditions stipulated in all the existing environmental clearances including Amendments shall be provided. In addition, status of compliance of Consent to Operate for the ongoing Iexisting operation of the project from SPCB shall be attached with the EIA-EMP report.

42. In case the existing project has not obtained environmental clearance, reasons for not taking EC under the provisions of the EIA Notification 1994 and/or EIA Notification 2006 shall be provided. Copies of Consent to Establish/No Objection Certificate and Consent to Operate (in case of units operating prior to EIA Notification 2006, CTE and CTO of FY 2005-2006) obtained from the SPCB shall be submitted. Further, compliance report to the conditions of consents from the SPCB shall be submitted.

43. 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.

44. 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.

45. (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.

46. 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.

47. 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.

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

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 EIA report. The following proponents did not remain present during the meeting:

1. KDAC Chem Pvt. Ltd., Plot No : 92/A' & A2, GIDC - Nandesari Dist : Vadodara.

2. Shiva Blessing-2, S.No.208,209,415,415, 570,Ward No.7,Sheet No.152, Bhavnagar.

It was decided to call them in one of the upcoming meetings of SEAC.

Following projects were also discussed during the meeting:

1. Vishwanath Sopan

S.No. 357a/k, 360/k, 361/k, F.P.No.87/3, 90/3 & 91/3, T.P.S.No.1, Shela, Sanand, Ahmedabad.

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The project was taken up in the SEAC meeting held on 09/02/2015 and during the meeting considering the merits of the case, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance. Meanwhile it was brought to the notice of the committee that the project proponent has already started construction activity at the proposed site and the same was also confirmed though the regional office-Ahmedabad of Gujarat Pollution Control Board. The matter was discussed during the meeting that though it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance during the meeting of SEAC held on 09/02/2015, as the project proponent violated the provisions of EIA Notification-2006 by initiating the construction activity at the proposed site, it was unanimously decided to consider the project only after submission of a formal resolution and after following the procedure depicted in the MoEF’s Office Memorandum No. J-11013/41/2006-IA.II (I) dtd. 12/12/2012. .

2. Slum Rehabilitation Scheme by M/s Safal Constructions Pvt. Ltd.

F.P.No.190, T.P.S.No.3 (Shekpur-Khanpur), Lakhudi na Chhapra, Naranpura Ahmedabad

The project was taken up in the SEAC meeting held on 05/12/2014 and during the meeting considering the merits of the case, after detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance. Meanwhile it was brought to the notice of the committee that the project proponent has already started construction activity at the proposed site and the same was also confirmed though the regional office-Ahmedabad of Gujarat Pollution Control Board. The matter was discussed during the meeting that though it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance during the meeting of SEAC held on 09/02/2015, as the project proponent violated the provisions of EIA Notification-2006 by initiating the construction activity at the proposed site, it was unanimously decided to consider the project only after submission of a formal resolution and after following the procedure depicted in the MoEF’s Office Memorandum No. J-11013/41/2006-IA.II (I) dtd. 12/12/2012. . 3. Marwadi Education

foundation S.No.449/1,449/2,449/4,451/1/P,451/2, Gauridad, Rajkot.

This is an existing educational project now proposes the expansion of existing college buildings and hostel facility. The project was taken up during the meetings of SEAC held on 19/07/2014 & 18/10/2014. Plot area of the project is 86,907.0 sq.m., existing built up area of the project is 58,440.48 sq.m. and the proposed built up area of the project will be 53,202.24 sq.m. Total built up area of the project after proposed expansion will be 1,11,642.72 sq.m. As the built up area is >20,000 sq.m. and <1,50,000 sq.m., it falls in the category 8(a) of the Schedule of EIA Notification, 2006. Existing buildings of faculty of Engineering & Technology having ground floor + 4 floors structure will be extended upto 7th floor, 2 nos. of existing hostel buildings with ground floor + 6 floors structure will be of ground floor + 11 floors, a technical institutional building of ground floor + 2 floors will be extended up to 12th floor and ground floor +2 storied technical institute & residential buildings for students will be expanded up to 9 storied buildings. The project will comprise of 161 staff rooms, 112 nos. of different types of laboratories including 46 nos. of

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computer laboratories, a library building of 3 storied structure, 107 class rooms, 4 nos. of canteens and hostel buildings comprising of 556 rooms. During the meeting held on 18/10/2014, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of certain additional details. The project proponent submitted the above mentioned details vide their letter dated 25/11/2014. While considering the details submitted by the project proponent during the meeting, the Committee noticed that as per the amendment of the EIA Notification-2006 dated 22/12/2014 the Project or Activity under 8(a) of the schedule of the Notification does not include industrial shed, school, college, hostel for educational institution. In view of the above, the committee felt that the proposed project of expansion of existing educational institute and hostel facility does not require Environmental Clearance under the provisions of EIA Notification-2006 but the project proponent shall ensure sustainable environmental management, solid and liquid waste management, rain water harvesting and use of recycled materials such as fly ash bricks. Hence it was decided to delist the proposal from the list of pending applications seeking Environmental Clearance and to close the file. 4. BAPS

Swaminarayan Vidyamandir (Residential Girls School BAPS TRUST)

Block No:84/P,85/1, 89/1/p, 86/2, 87, 88/1,88/2,124/1, 124/2, 125 to129, 130/1,30/2, 235/p, 136,137/1,137/2, 138,139,142, 144,148/p,149 & 150 of Village Randesan, O.P.No.55/(1-21), 55/A (1-4),F.P.No.55,55/A of Draft T.P.S.No.22 (Kudasan-Randesan) & O.P.No.40/(1-5),41/ (1-3), F.P.No.40, 41 of Draft T.P.S.No.05 (Kudasan-Randesan-Dholakuva-Indroda), Gandhinagar

This is an existing academic institute comprising of school, music hall, dining hall, hostel, residential quarters and admin block with built up area of 39,751.41 m2. Now they propose the expansion of the existing project with additional built up area of 48,384.28 m2. The proposed expansion will be comprising of girls’ hostel, prayer hall, theatre, indoor games halls, library building, admin block and residential quarters. Total plot area of the project is 2,78,901.0 m2 and total built up area of the project after the proposed expansion will be 88,135.69 m2. The project was taken up during the meeting of SEAC held on 28/08/2014 and during the meeting after detailed discussion; it was decided to recommend the project for grant of Environmental Clearance only after satisfactory submission of certain additional details. The project proponent submitted the above mentioned details vide their letter dated 25/11/2014. While considering the details submitted by the project proponent during the meeting, the Committee noticed that as per the amendment of the EIA Notification-2006 dated 22/12/2014 the Project or Activity under 8(a) of the schedule of the Notification does not include industrial shed, school, college, hostel for educational institution. In view of the above, the committee felt that the proposed project of expansion of existing educational institute and hostel facility does not require Environmental Clearance under the provisions of EIA Notification-2006 but the project proponent shall ensure sustainable environmental management, solid and liquid waste management, rain water harvesting and use of recycled materials such as fly ash bricks. Hence it was decided to delist the proposal from the list of pending applications seeking Environmental Clearance and to close the file. 5. 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

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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. Enhanced Polymer Science Inc., Plot no.209, GIDC- Kerala,

Ta.: Bavla, Dist.: Ahmedabad.

2. Shyam Resins Pvt. Ltd., Plot No.90, 91,111 & 112 GIDC-Mithi Rohar,

Ta.: Gandhidham, Dist.: Kutch.

3. Krishna Enterprise, Plot No;115, Old GIDC Gundlav, District.: Valsad

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

5. S.P.Industries, Plot no:59,Chitra GIDC, Nr.Water Tank, Bhavnagar,

6. Gayatri Polymers, Plot No:204,205, Mithi Rohar GIDC, Vill:Mithi Rohar, District.:

Kutch

7. Metline Foam Industries, Plot no:3114, Ph-II, Chhatral GIDC,

Dist.: Gandhinagar.

8. Ramdev Chemical Industries, Plot No.Z-19 & 20, Vill: Suva, Ta : Vagra, Dist :

Bharuch

9. Shah Products, Plot no: 446, GIDC Shankar Tekri,

Dist.: Jamnagar

10. Taksh Realty (Residential & Commercial), On NH 8, Bapod, R.S.No.337, 342/p,

T.P.S.No.44, Bapod, Vadodara

11. Kunal Sureshbhai Patel, Block No:35 (Consolidate 35,36) Block Number 54,

Vil:Ankhol, Vadodara

12. Harshadbhai Patel, R.S.No.31,76,77,78,79, B.No.108, Ankhol, Vadodara.

13. Angan, B.No.26/B, Pavlepur, Waghodiya, Vadodara.

14. Vishwas Platinum, S.No.1525/214p, 1418/2,1525/230,1525/233,1525/234,

F.P.No.21+58+61/2+69+70, D.T.P.S.No.54, Ognaj, Dascroi, Ahmedabad.

15. Kedar Jagirdar (Residential Building), T.P.S.No.77, R.S.No.707, F.P. &

O.P.No.194, Dumas, Ta : Choryasi, Dist : Surat.

16. Girishbhai Patel (Residential & Commercial), Block No:114/p/1 to 114/p/9,

O.P.No.116, 145,144 R.S.No.305/1/B 307/1 to 8, 308/1+2,311, 312,306,Draft

TPS No.35 Jambua,Vadodara.

17. Vandemataram Height, F.P.No.116, S.No.23, O.P.No.116, D.T.P.S.No.36,

Chharodi, Ahmedabad.

18. Shivalik Residency (Shrusti Organisors PVt. Ltd), F.P.No.234/P, T.P.S. No .14,

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Shahibaug, Ahmedabad.

19. Avadh Rituraj Textile Hub, TP 61, Block No:35, O.P.No.35, F.P.No.35, Parvat,

Choryasi, Surat.

20. Sukhdham Residency, Survey No.598/1,599,600,643/1,644, Vill : Danteshwar,

Ta : Vadodara, Dist : Vadodara.

21. Arvind Alpheus, Jethlej, Karoli and Khatraj, Kalol, Gandhinagar.

22. Larsen & Tubro Limited, P.No.07, B.No.216,217,218,223/B,224/B, Vill:Ankhol,

Ta:Waghodiya, Dist: Vadodara.

23. Gujarat Housing Board “Affordable Housing Project”, F.P.No.47/p, R.S.No.47/P,

T.P.S.No.66/A (Kali Chenpur Ranip), Ahmedabad (West).

Meeting ended with thanks to the Chair and the Members.

--------------------------------

Minutes approved by:

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

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

3. Dr. Nikhil Desai, Member, SEAC.

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

5. Dr. Mayuri Pandya, Member, SEAC.

6. Shri Natarajan Pratap, Member, SEAC.

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

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

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