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(214th meeting of SEAC-Gujarat, Dated 18.10.2014) Page 1 of 70

Minutes of the 214th meeting of the State Level Expert Appraisal Committee held on 18/10/2014 at Committee Room, Gujarat Pollution Control Board, Gandhinagar.

The 214th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 18th October, 2014 at Committee Room, Gujarat Pollution Control Board, Gandhinagar. Following members attended the meeting:

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

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

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

4. Shri R. I. Shah, Member, SEAC

5. Shri Hardik Shah, Secretary, SEAC

The agenda of TOR/Scoping/Category 8 (a) cases and appraisal cases was taken up. Eighteen cases of TOR/Scoping/Category 8 (a), Five appraisal cases and one case as table agenda item i.e total twenty four cases were taken up. The applicants made presentations on the activities to be carried out along with other details furnished in the Form-1 / Form-1A, EIA report and other reports.

1 Prayag Residency S.No.308,O.P.No.64,F.P.No.64, TPS No.17,Chiloda, Gandhinagar

Appraisal case

This is a new building construction project with land area of 10,545 sq.m. and the proposed built up area of 28,903.06 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.

The project was considered in the SEAC meeting held on 13/06/2014. During the meeting held on 13/06/2014, the Committee felt that disposal of sewage in septic tank - soak pit cannot be allowed and asked the project proponent to provide STP and work out some alternate mode of sewage disposal. It was found that Municipal Solid waste generation has been estimated very less. After deliberations, it was decided to appraise the project after satisfactory submission of following additional information.

It is a proposed residential building construction project having 7 buildings with 14 number of blocks. The project will comprise of 264 numbers of residential units. The plot area is 10,545.0 sq.m. FSI area will be 20,203.54 sq.m. whereas built-up area will be 28,903.06 sq.m. The scope of the buildings in the project will be Hollow Plinth + Ground Floor + 3 floors for 4 blocks and Hollow Plinth + Ground Floor + 4 floors for 10 blocks. Water requirement during the construction phase shall be 70 KL/day [30.00 KL/day for domestic + 40.00 KL/day for construction and dust suppression] and it shall be met through the water tankers. Sewage generation during the construction phase shall be 25 KL/day and it shall be discharged into Septic Tank. Water requirement during the operation phase shall be 170.0 KL/day [160.0 KL/day for domestic purpose + 10.0 KL/day for gardening] and it shall be met through water supply from the own bore well / GUDA. Sewage generation during the operation phase shall be 136.00 KL/day and it shall be discharged into the GUDA drain. It is proposed to provide parking space of 4,808.95 sq.m. [3,907.76 sq.m. in hollow plinth + 901.19 sq.m. surface parking area] equivalent to 179 ECS which is more than the GDCR requirement of 4335.45 sq.m. and NBC requirement of 132 ECS. The excavated earth generated during the construction phase will be used for leveling of low lying area at project site. Municipal waste to the tune of approximately 264.0 Kg/day will generate during the operation phase. Biodegradable waste and non biodegradable waste will be collected separately and Biodegradable waste will be disposed into nearby municipal bin whereas non-biodegradable waste will be sold to vendors. Total 3 percolation wells will be provided for ground water recharge through rain water harvesting.

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Proposed dust control measures during the construction phase are dust suppression by spraying of water, peripheral barricading the project site, covering the construction material during transportation and storage etc. Use of water efficient taps, flow control devices, water meters etc. have been proposed as water conservation measures. One number staircase will be provided at each Block. Underground tank having capacity of 50 KL will be provided for firefighting water. Area provision for green belt development is 2200.00 sq.m. with 150 nos. of trees within the project premises. Provision of Personal Protective Equipments, safety related training, first aid facilities, along with the basic amenities like adequate sanitation facilities, drinking water facility etc. will be provided to the construction workers.

During the meeting it was presented that the project site is covered under the draft Town Planning Scheme of GUDA sanctioned by the Government of Gujarat. The project will take about 2-2.5 years to complete the construction phase and by the time the construction phase of the project will complete, the water supply and drainage line of GUDA will be available in the area. They have assured that if water supply and drainage connection from GUDA will not be available during the initial operational phase, they will provide STP and obtain water requirement through ground water only after obtaining requisite permission from Central Ground Water Authority. Further they have submitted a copy of receipt obtained from GUDA against the payment of various charges including charges for drainage connection. The project proponent was asked to provide STP during the operation phase of the project, in a case if drainage connection is not available to the project during the initial operational phase of the project. After detailed discussion on various aspects regarding the project, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Status of water supply, drainage line and municipal solid waste collection facility in the area. A letter from GUDA stating the time limit within which the water supply, drainage connection and municipal solid waste collection facility will be made available to the project.

2. Undertaking stating that (i) In the case if water supply will not be available during the initial operational phase of the project, they will use ground water during the operation phase of the project only after obtaining requisite permission from CGWA for ground water abstraction and existing borewell/s within premises shall be either sealed or converted into recharge well upon getting the water supply from GUDA. (ii) In case if drainage connection from GUDA will not be available to the project in its initial operational phase, they will provide STP for treatment of sewage to be generated during the operation phase of the project, treated sewage will be reused for various purposes like flushing, gardening, washing, road side plantation etc. and sewage shall not be disposed off into septic tank soak pit system during the operation phase of the project.

2 Sahjanand Business Park

S. No : 41, O.P. No : 84, F.P. No : 84, TPS No : 111, Vill : Nikol, Ta : City East, Dist : Ahmedabad

Appraisal case

This is a new building construction project with land area of 19,279.0 sq.m. and the proposed built up area of 37,606.76 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.

The project was taken up in the SEAC meeting held on 23/06/2014 and during the meeting, the committee suggested to provide separate exit and entry for unidirectional movement of vehicles. The committee noticed that same area has been claimed as parking space as well as green area. The project proponent was asked to provide adequate fire fighting facilities and sufficient open peripheral margin all along the boundary of the project site for easy access of fire tender in case of emergency. After deliberation on various aspects, it was decided to appraise the project further after satisfactory submission of certain additional information.

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The project proponent has submitted the additional information sought during the SEAC meeting held on 23/06/2014 vide their letter dated 04/07/2014. During the meeting, the project was appraised based on the additional details submitted as well as facts presented before the committee.

It is a proposed commercial park having 13 numbers of commercial buildings. The project will comprise of 305 numbers of commercial shops and 280 numbers of industrial sheds. The net plot area is 19,279.0 sq.m. whereas built-up area will be 37606.76 sq.m.. Scope of the buildings in the project will be Ground Floor + 4 floors for two buildings and Ground Floor + Mazzanine + one floor for remaining 11 buildings. Fresh water requirement during the construction phase shall be 25.00 KL/day and it shall be met through local water tankers. Sewage to be generated during the construction phase shall be disposed off into septic tank/soak pit system. Water requirement during the operation phase shall be 116.0 KL/day and it shall be met through water supply from Ahmedabad Municipal Corporation. Sewage generation during the operation phase shall be 90.0 KL/day and it shall be discharged into Ahmedabad Municipal Corporation drainage line. It is proposed to provide parking space of 14,940.31 sq.m. [3,098.99 sq.m. on surface + 11,841.32 sq.m. at basements] equivalent to 511 ECS which is more than the GDCR requirement of 7008.78 sq.m. and NBC requirement of 508 ECS. The excavated earth generated during the construction phase will be used for leveling of low lying areas and roads at project site. The top soil generated will be stored and utilized in green belt development. Municipal waste to the tune of approximately 100.0 Kg/day will generate during the operation phase and it will be collected and disposed through AMC authorized agency.

Proposed dust control measures during the construction phase are dust suppression by spraying of water/dust suppressant at regular interval, barricading the construction material storage area, maximum use of RMC, proper handling & disposal of construction debris etc. Area provision for green belt development is 2,106.57 sq.m. which consists of tree covered area of 775.0 sq.m. and 250 numbers of trees will be planted within the premises. Provision of Personal Protective Equipments, safety related training, first aid facilities, along with the basic amenities like adequate sanitation facilities, drinking water facility etc. will be provided to the construction workers. It was presented that they have already paid charges for water supply & drainage line to AMC and copy of receipt obtained from AMC in this regard were also submitted. Further it was presented that the proposed industrial sheds will be used as godowns of engineering spare parts and other plant machineries.

During the meeting, it was observed that the details submitted regarding the fire fighting arrangements to be provided is not satisfactory considering the proposed commercial project comprising of shops and sheds. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. Notarized Undertaking stating that no any kind of manufacturing activity shall be allowed in the commercial units of the proposed project and any commercial unit shall not be sold / allotted for storage of chemicals, flammable substances, explosives, fire crackers or any other material of hazardous characteristics.

2. 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.

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3. Details on ventilation, lighting arrangements, CO sensors etc. to be provided in basement.

3 Indian Oil Corporation Ltd.

Gujarat Refinery, Indian Oil Corporation Ltd., Jawaharnagar, Koyali, Dist: Vadodara

Appraisal case

Project / Activity No.: 3(d) Status of the Project: Expansion

Chronology of EC Process:

This unit has applied for environmental clearance on 02/11/2011.

The project was considered in the meeting of the SEAC held on 20/12/2011 and TOR were prescribed considering the 30 MW gas based captive power plant with HRSG of 125 MT per hour HP steam.

EIA report submitted by the unit vide letter no. NIL dated 01/09/2014.

Project / Activity Details:

Gujarat Refinery of Indian Oil Corporation Ltd. is having installed capacity of processing 13.7 MMTPA

(Million Metric Tonne per Annum) of crude. The power and steam requirement of the refinery is met from

the captive generation. There are 5 Gas Turbines (GTs) each of 30 MW capacity and 2 Turbo

Generators (TGs) each of 12 MW capacity and one TG of 12.5 MW i.e total 186.5 MW. With the

commissioning of Residue Upgradation Project (RUP), the power consumption of the refinery has gone

up. To meet the enhanced power requirement, Indian Oil Corporation Ltd. has proposed to install 6th Gas

Turbine of 30 MW capacity with HRSG of 125 MT per hour HP steam. The proposed GT with HRSG will

be installed in the existing location of Thermal Power Section of Gujarat Refinery.

During the meeting, the committee was of the view that the proposed 30 MW power generation along with

HRSG of 125 MT per hour HP steam may an integral part of the existing 186.5 MW power as well as

steam generation plant of the Gujarat Refinery complex for which Environmental Clearances have been

obtained from Ministry of Environment and Forest from time to time for various plants within the complex.

The proposed 30 MW gas based CPP being an integral part of the entire refinery complex, the project

proponent was advised to approach Expert Appraisal Committee (EAC) at MoEF&CC for getting

Environmental Clearance for the proposed project.

4 Marshal Mfg. Co. Pvt. Ltd.

Plot No:24/25/26, Tirupati Industrial Park, S.No.275, Vill. Hadamtala, Ta: Kotdasangani, Dist.: Rajkot

Appraisal case

Project / Activity No.: 3(d)

Status of the Project: New

Chronology of EC Process:

This unit has applied for environmental clearance on 05/10/2013.

The project was considered in the meeting of the SEAC held on 19/07/2014 and project was categorized as B2

Additional details submitted by unit vide letter no. NIL dated 01/09/2014.

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This is a new stand alone cement grinding unit proposing to manufacture Ordinary Portland Cement [OPC] 45 MT/Day. Basic raw materials are Clinker, Gypsum, fly ash and Additives. There will be only dry process. Nearest residential area of village Hadamtala is @ 2.16 Km away from the site. Total plot area will be 1,052.22 sq m. Expected cost of the project will be Rs 74.4 Lacs. Water consumption will be 3 KL/day (1 KL/day for Domestic, 0.5 KL/day for dust suppression & 1.5 KL/day for Gardening) & it will be sourced from their own borewell. There will be no generation of industrial waste water. Domestic waste water will be disposed off into soak pit system. Cement mill and crusher are the main sources of dust emission and pulse jet type bag filter is proposed as an APCM with provision of suction points at other dust generation points. Design of bag filter is prepared by LDCE, Ahmedabad. Provision of covered storage for raw materials, conveyors with conveyor cover, automatic bagging machine, providing suction point of bag filter at the packing section, water sprinkling on internal roads, regular maintenance of bag filter, green belt development around the plant etc. proposed to control fugitive emission. Dust collected in different dust collection systems will be completely recycled back in the process. It has been proposed to carry out pre-employment and periodic medical check-up of the workers. Work place ambient air quality in terms of cement dust and silica will be monitored once in 6 months. The area earmarked for greenbelt development is 200 sq.m. and about 100 trees will be planted within the premises. Hazardous waste to be generated are used oil (50 Kg/year), Discarded drums & bags (100 Kg/Year) and cement dust.

Observations & Discussions:

During the meeting, the project proponent was asked to maintain, clean and operate the bag filter regularly & efficiently to ensure that the dusting do not cause any harm to the surrounding farms. After deliberation on various aspects, it was decided to recommend the project for grant of environmental clearance.

5 Residential Building (Kedar Jagirdar)

T.P.S. No. 77, Dumas Bhimpur Gaviour, R.S. Np. 707 F.P. & O.P. No. 194, Dist: Surat

Appraisal case

This is a new building construction project with land area of 15,048.0 sq.m. and the proposed built up area of 61,890.0 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.

The project was taken up in the SEAC meeting held on 23/06/2014 and during the meeting, while asking by the committee regarding drainage network, the project proponent replied that drainage network already available in the area. Committee also noticed that project proponent has not given details regarding rain water harvesting and green belt area development plan. The project proponent was suggested to provide Sewage Treatment Plant for treatment of sewage to be generated during the operation phase of the project. After deliberation on various aspects, it was decided to appraise the project after satisfactory submission of certain additional information.

The project proponent has submitted the additional information sought during the SEAC meeting held on 23/06/2014 vide their letter dated 10/09/2014. During the meeting, the project was appraised based on the additional details submitted as well as facts presented before the committee.

It is a proposed residential building construction project having 07 numbers of building blocks housing total 351 numbers of residential units of 3 BHK. The plot area is 15,048.0 sq.m., FSI area will be 44,904.86 sq.m. whereas built-up area will be 61,890.0 sq.m. Scope of all the buildings in the project will be hollow plinth + 13 floors. Fresh water requirement during the construction phase shall be 10.0 KL/day

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and it shall be met through Bore Well water. Sewage generation during the construction phase shall be 2.00 KL/day and it shall be discharged into the drainage line of Surat Municipal Corporation. Total water requirement during the operation phase shall be 270 KL/day, out of which fresh water requirement of 170.0 KL/day shall be met through SMC water supply system and the remaining 100.0 KL/day of water requirement for gardening, flushing & washing shall be met through treated water. Sewage generation during operation phase shall be 210.0 KL/day and it shall be treated in a proposed onsite Sewage Treatment Plant. Treated sewage-100 KL/day will be reused for gardening, flushing & washing purpose whereas remaining quantity @ 100 KL/day of treated sewage will be discharged into the underground drainage line of SMC. It is proposed to provide parking space of 12,848.21 sq.m. [8,633.47 sq.m. in basement + 3,850.74 sq.m. at Hollow Plinth] equivalent to 407 ECS which is more than the GDCR requirement of 6,735.73 sq.m. and NBC requirement of 351 ECS. The excavated earth generated during the construction phase will be used for leveling of low lying area and roads at project site. The top soil generated will be stored and utilized in green belt area development. Municipal waste to the tune of approximately 877.50 Kg/day will generate during the operation phase which will be collected in collection bins to be provided at various places within the premises for its ultimate disposal at MSW dumping site of SMC. STP sludge will be collected, dried and will be used as manure within the premises. Proposed dust control measures during the construction phase are dust suppression by spraying of water, peripheral barricading the project site, covered structures/areas for storage of construction material etc. D.G Sets - 2 X 200 KVA using HSD (@ 50 liter/hour) as fuel will be provided for power back up. Energy conservation measures proposed include maximum use of natural light through architectural design, use of low energy consuming PL lamp in common areas, motion sensor lighting in basements and timer operated lighting in common passages, solar street lights, use of low emission glass on external facades for reduced heat loss & low air conditioning energy consumption etc. Two staircases having 1.75 m width and two lifts will be provided in each block. Maximum travel distance of the staircase from the farthest corner of the floor will be less than 30 m. The nearest fire station at Udhana is approx. 6.00 Km away from the project site and a fire tender will take about 10-15 minutes to reach the project site in case of emergency. Peripheral open path of 7.50 m width will be provided for easy movement of fire tender in case of emergency. 7 nos. of underground fire water storage tanks having capacity of 75 KL capacity, fire hydrant system, sprinkler system inside the building, fire detectors like smoke detectors, hotter or MCP and alarm control panel etc. will be provided as firefighting facilities. Area provision for green belt development is 900.0 sq.m. as tree covered area. Provision of Personal Protective Equipments, safety related training, first aid facilities, along with the basic amenities like adequate sanitation facilities, drinking water facility etc. will be provided to the construction workers. Rain water harvesting and ground water recharge through 4 nos. of percolation wells is proposed to carry out. The project site is more than 2 Km away from the sea and it is about 1.95 Km away from river Tapi. It was presented that the project site has not been affected by flood in the past.

During the meeting, it was observed that the project proponent has not submitted a copy of NOC obtained from Airports Authority of India for the proposed high rise buildings. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following: 1. Copy of No Objection Certificate from Airports Authority of India for the proposed high rise buildings.

6 Silicon Flats Block No:33,F.P.No.33, Sub Plot No.1, T.P.S.No.61 (Parvat- Godadara), Surat

Screening & scoping case

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

The project proponent remained present during the SEAC meeting held on 11/06/2013 but the committee

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decided not to hear them in view of construction done by them without obtaining prior EC. It was 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.

A notarized undertaking stating that they have stopped the construction activity and it shall be restarted only after obtaining Enviornmental Clearance from SEIAA, Gujarat. A legal case against the violation taken place has been filed by Gujarat Pollution Control Board through its regional office located at Surat.

Sr. No. Particulars Details 1. Proposal is for Expansion Project 2. Type of Project Residential –Commercial 3. Project / Activity

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

4. Name of the project

Silicon Flats

5. Name of Developer

Silicon Flats

6. Estimated Project Cost (Rs. In Crores)

Rs. 55 crores

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

Yes, Phase-1 FSI area: 17917.28 Sq.m (3 nos of residential buildings) Date of Plan approval: 28/8/2009 from Surat Municipal Corporation Date of BUC certificate: 22/11/2011 Phase-2 (Expansion Phase) Built up area: 23,307.59 Sq.m (3 nos of Existing residential buildings+1 New Building)

8. Project Details Land / Plot Area (m2): 8,223.34 FSI area (m2): 18,376.11 Non FSI area (m2): 4,931.48 Total BUA (m2): 23,307.59 Permissible Proposed FSI Area (m2) 18,379.17 18,376.11 Ground Coverage (m2) 2,220.05 1,952.67 Common Plot Area (m2) 822.33 823.17 Max. building height (m) 45 m 39.55 m

9. Building Details No. of Buildings: 4 No. of Blocks: 4 Scope of buildings/blocks: Ground floor (parking & shops) + 11

floors. No. & size of Residential Units: 337 units No. & type of Commercial Units: 66 Details of amenities if any: Club house and jogging track

10. No. of expected residents / users

1813

11. Water & waste water details during construction phase

Water requirement (KL/day): 15 Source of water: SMC Waste water generation quantity (KL/day): 4.2 Mode of disposal: Details of reuse of water, if any: Soak pit.

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12. Water & waste water details during operation phase

Fresh water requirement (KL/day): 222 Source of water: SMC Waste water generation quantity (KL/day): 174.4 Mode of disposal: Disposed through SMC drain

13. Status of water supply and drainage line

Both drainage and water supply lines are exist at site.

14. Solid waste Management

Construction Phase: Generation

(m3) Quantity to be reused (m3)

Mode of Disposal / Reuse

Top Soil 2850 2850 Utilized for backfilling and greenbelt development within project site

Construction debris

36 Kg/day Nil Sold off to recyclers

Steel scrap Discarded packing materials

Operation Phase: Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 652 kg/day Door to Door collected

Disposal at Khajod Disposal Site of SMC

Wet waste 435 kg/day

Capacity and no. of community bins to be placed within premises: 4 nos of bin having capacity of 50 kg each

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

15. Parking Details Total parking area requirement for the project as per GDCR: 2,958.12 m2

Parking area requirement for residential units as per GDCR: 2,554.71 m2

Parking area requirement for Commercial units as per GDCR: 403.41 m2

Total number of CPS requirement for the project as per NBC : 195

Number of CPS requirement for residential units as per NBC: 168

Number of CPS requirement for commercial units as per NBC: 27

Total Parking area provided (m2) & No. of ECS: 4,917.28 m² and 197 ECS

Parking area provided in basement (m2) & No. of ECS: 743.07 m2 and 24 ECS

Parking area provided in hollow plinth (m2) & No. of ECS: 943.44

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m2 and 34 ECS Parking area provided as open surface (m2) & No. of ECS:

3,230.83 m2 and 139 ECS 16. Traffic

Management Width of adjacent public roads: 24 m and 12 m TP road Number of Entry & Exit provided on approach road/s: Two gates

will be provided Width of Entry & Exit provided on approach road/s: 6 m entry

and 6 m exit 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 m

17. Details of Green Building measures proposed.

Provision to install aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline, Rain water harvesting and ground water recharge through it.

18. Energy Requirement, Source and Conservation

Power supply: Maximum demand: 2000 KW Connected load: 1900 KW

Source: DGVCL Energy saving measures:Maximum utilization of natural light,

Roof-top thermal insulation, CFL lighting fixtures in the common areas, Appropriate design to shut out excess heat and gain loss, Use of solar energy in external lighting (Landscape lighting), use of Aerated block [Cement + Fly Ash + Air mixture]

DG Sets: No. and capacity of the DG sets: 2 and 132 KVA Fuel & its quantity: diesel (30 Liter/hr) Note : - D.G. Sets will be used in-case of power failure or fire emergency

19. Fire and Life Safety Measures

Fire extinguishers, hose reel , wet riser, manually operated electric fire alarm system, terrace water storage tanks-15 KL capacity, smoke detectors for fire, fire water reservoirs of 1,00 KL capacity

20. Details on staircase Type & no. of buildings

No. of floors

Floor area

No. of staircase

Width of the staircase

Travel distance (m)

A 11 380.96 2 1.52 m < 15 m B 11 599.00 3 1.52 m < 15 m C 11 391.63 2 1.52 m < 15 m D 11 504.14 2 1.52 m < 15 m

21. Rain Water Harvesting (RWH)

Level of the Ground water table: 9 m No. & dimensions of RWH tank(s) :- No. and depth of percolations wells : 2 Details on Pre-treatment facilities : only roof top rainwater

harvesting is proposed 22. Green area

details Tree covered area (m2) : 400 Area covered by shrubs and bushes (m2): 200 Lawn covered area (m2): 400 Total Green Area (m2): 1000 Green Area % of plot area: 12.16% No. of trees and species to be planted: 250

23.

Budgetary allocation for

Green belt development : 30 Lacs Others: 30 lacs

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Environmental Management Plan (Rs. in lacs)

Total: 60 Lacs

24. Proposed dust control measures during the construction phase

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

25. Eco friendly building material usage details.

Sr. No.

Name of fly ash based product

To be used at

1. Fly ash brick Wall Partition 2. Aerated block Wall Partition

3. Paving block Parking areas & walk way

4. RMC (Ready Mix Concrete)

Flooring, foundation

5. Lead free paints Wall, Ceiling

During the meeting, the project proponent was suggested to explore the possibility of providing mechanical parking on open surface in order to reduce the use of open surface for parking purpose. The project site is at a distance of 580.13 m from river Tapi. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. A copy of Formal Resolution passed by the partners/directors of the company as per the procedure depicted in the MoEF’s Office Memorandum No. J-11013/41/2006-IA.II(I) dtd. 12/12/2012.

7 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 collage buildings and hostel facility. The project proponent remained present during the SEAC meeting held on 19/07/2014. In the meeting, during the course of discussion, it came to the notice of the committee that the existing buildings with built up area of 58,440.48 sq.m. were constructed after the EIA Notification-2006 came into existence and attracts the provisions of EIA Notification. The committee decided not to hear the project in view of construction done by them without obtaining prior EC. It was 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.

The project proponent has submitted a formal resolution as per the procedure depicted in the MoEF’s Office Memorandum No. J-11013/41/2006-IA.II(I) dtd. 12/12/2012. A legal case against the violation taken place has been filed by Gujarat Pollution Control Board through its regional office located at Rajkot.

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.

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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 upto 9 storied buildings. The project will comprise of 161 staff rooms, 112 nos. of different types of laboratories including 46 nos. of computer laboratories, a library building of 3 storied structure, 107 class rooms, 4 nos. of canteens and hostel buildings comprising of 556 rooms.

Water requirement during the construction phase will be 25.0 KL/day and it will be met by existing Narmada water supply system. Domestic waste water generation during the construction phase will be 3.0 KL/day and it will be disposed off into the septic tank/soak pit system. Total water requirement during the operation phase shall be 1,037.0 KL/day, out of which fresh water requirement of 517.0 KL/day shall be met through Narmada water supply system and the remaining 520.0 KL/day of water requirement for gardening & flushing shall be met through treated water. Sewage generation during operation phase shall be 550.0 KL/day and it shall be treated in a proposed onsite Sewage Treatment Plant. Treated water will be reused for gardening & flushing purpose and hence there will not be any kind of sewage discharge outside the premises. Municipal solid waste to the tune of 550 Kg/day will generate during the operation phase which will be disposed off as per the provisions made by Rajkot Municipal Corporation (RMC). Total 9,000 sq.m. open surface area is designated as parking area. Frequent water sprinkling, maintaining internal roads in good condition, development of trees, barricading the project site with sufficient height etc. have been proposed as dust control measures. 2 nos. of D.G.sets of 250 KVA & 380 KVA using HSD as fuel will be installed during the operation phase of the project as power back up arrangements. The project site is directly connected to Rajkot-Morbi state highway. It was presented that the existing road network will be adequate enough to cater the existing as well as additional traffic load after the proposed expansion comes into operation phase. The nearest fire station of Rajkot city is approx. 9 Km away from the proposed project site and time required for the fire tender to reach at the project site is 10 minutes. It is proposed to provide earmuff & other protecting devices, medical facilities, health check up of the workers at regular intervals, subsidized food for workers, crèches & mother rooms, toilets& bathrooms, drinking water etc. for the construction workers. Use of energy efficient electrical appliances, energy efficient luminaries like CFL lights, maximum use of natural light etc are proposed as energy conservation measures. It is proposed to develop 20% of the total plot area as green belt with 1040 nos. of trees (750 existing & 290 additional). One rain water harvesting pond of 30 KL capacity is constructed and they have planned to construct one additional pond of the same capacity for rain water harvesting & ground water recharge.

During the meeting, the project proponent was asked to make use of solar energy at the maximum extent possible and to install all the necessary fire fighting facilities as per the requirement of NBC or local by-laws whichever is more stringent. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. Exact aerial distance of the nearest boundary of the project site from the nearby river.

2. A certificate from structural engineer, for each individual building to be extended, stating that the existing individual buildings are structurally sound to bear the load of additional floors.

3. Location of STP on layout plan.

8. Ananta Samruddhi proposed by Saijala Infra.

R.S.No.5, Plot No. 2, Vill: Sayajipura, Dist: Vadodra.


This is a proposed residential building construction project with plot area of 10,948.89 sq.m. and the

Page 12 of 70


proposed built up area of 26,875.23 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.

The project proponent remained present during the SEAC meeting held on 19/07/2014 but the committee decided not to hear them in view of construction done by them without obtaining prior EC. It was 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.

A legal case against the violation taken place has been filed by Gujarat Pollution Control Board through its regional office located at Vadodara.

The project will comprise of 13 buildings with 16 blocks housing total 281 nos. of residential units (75 nos.-Living rooms, 2 nos.–1 BHK units, 164 nos.–2 BHK units and 40 nos.–3 BHK units). Scope of eight buildings will be ground floor (parking & living rooms) + 5 floors, scope of two buildings will be ground floor (parking & living rooms) + 2 floors, scope of one building will be hollow plinth + 2 floors and scope of remaining two buildings will be hollow plinth + one floor. Maximum building height in the project will be 16.20 m. Water requirement during the construction phase shall be 18.15 KL/day and it shall be met through the water tankers. Sewage generation during the construction phase shall be 2.52 KL/day and it shall be discharged into Septic Tank/soak pit. Water requirement during the operation phase shall be 186.20 KL/day and it shall be met through water supply from Vadodara Urban Development Authority (VUDA). Sewage generation during the operation phase shall be 145.92 KL/day and it shall be discharged into the drainage line of VUDA. It is proposed to provide parking space of 3,934.36 sq.m. equivalent to 147 ECS which is more than the GDCR requirement of 3,213.0 sq.m. and the NBC requirement of 141 ECS. Top soil-2500 m3 will be used for the green belt development within the premises. Municipal waste to the tune of approximately 608 Kg/day will generate during the operation phase. 36 nos. of bins of 80 lit. capacity will be provided at various locations for collection of municipal solid waste and the said community bins will be regularly emptied by VUDA. Proposed dust control measures during the construction phase are covering the construction material during storage & transportation, water sprinkling on roads & at storage areas, use of RMC etc. Energy conservation measures proposed include use of energy efficient motor and pumps, use of CFL & low voltage lighting, solar lighting in common plot & road side lighting, use of light colors to reduce the light absorption & to minimize the cooling requirement for walls & ceiling etc. One staircase of 1.2 m width will be provided in each block. The nearest fire station at Panigate is approx. 6 Km away from the project site. Fire extinguishers & fire hydrant system will be provided at various locations. Rain water will be collected from open terrace and surface runoff and Rain water harvesting from through 3 no. of percolation wells is proposed to be carried out. Area provision for green belt development is 1,094.88 sq.m. with 165 nos. of trees within the premises. Provision of Personal Protective Equipments along with the basic amenities like adequate sanitation facilities, drinking water facility, health checkup of the workers at regular intervals, shelter for workers etc. will be made for the construction workers. The project site is having direct access through service road of 75 m wide Vadodara-Ajwa road and it is proposed to provide two separate gates on the approach road.

During the meeting, the project proponent was asked to use solar energy at the maximum extent possible and to make provision of necessary fire fighting arrangements as per the requirement of NBC or local by-laws, whichever is more stringent. The project proponent was asked not to use ground water during the operation or construction phase of the project. After detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance.

9 Silver Nest (Vijay Shree Infra)

S.N.205/P,77, VILL:Moje-Puna, Surat Screening & scoping case

Page 13 of 70



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

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


Silver Nest


M/s. Vijay Shree Infra


40 Crore


No

8. Project Details Land / Plot Area (m2): 9,813 FSI area (m2): 20,364.17

Total BUA (m2): 30,341.06

Permissible Proposed FSI Area (m2) 21,931.94 20,364.17 Ground Coverage(m2) 4,268.54 4,267.03 Common Plot Area (m2) 981.30 982.09 Max. building height (m)

18.40 m 18.40 m

9. Building Details No. of Buildings: 7 Nos. No. of Blocks: 13 Nos. Scope of buildings/blocks: 4 nos. of residential buildings –

hollow plinth + 5 floors, 1 mixed type building – ground floor (parking & shops) + 5 floors, 2 commercial buildings – Ground floor +4 floors.

No. & size of Residential Units: 176 Nos. (2 BHK, 55.58 m2 flats), 30 Nos. (3 BHK, 67.04 m2 flats)

No. & type of Commercial Units: 209 Nos. of Shops 10. No. of expected

residents / users 927 residential users, 836 Commercial users


Water requirement (KL/day): 14.45 Source of water: S.M.C. Waste water generation quantity (KL/day): 1.8 Mode of disposal: disposed through onsite septic tank and soak

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

equipments will be reused for curing 12. Water & waste

water details during operation phase

Fresh water requirement (KL/day): 147 Source of water: S.M.C. Waste water generation quantity (KL/day): 115 Mode of disposal: Disposed through Municipal Underground

Sewer line

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S.M.C. Water Supply and Underground Sewer line available at project site





Top Soil 16,405 16,405 Excavated surplus earth and construction debris will be refilled at low lying areas within the project premises and top soil will be reused for development of greenbelt.

Other excavated earth

Construction debris

86 86

Steel scrap 8.69 MT 7.82 MT Will be sold to recycler.

Discarded packing materials

1.5 MT -- Will be sold to vendors.





Dry waste 1,057 Kg/day Door to Door collection

Disposal through S.M.C

Wet waste

Capacity and no. of community bins to be placed within

premises: 140 liter each; 16 nos. of bins Landfill site where waste will be ultimately disposed by local

authority: M.S.W will be finally disposed off at Khajod MSW dumping site.



Parking area requirement for Commercial units as per GDCR: 2,541.84 m2

Total number of CPS requirement for the project as per NBC: 270 nos.

Number of CPS requirement for residential units as per NBC: 103 nos.

Number of CPS requirement for commercial units as per NBC: 167 nos.

Total Parking area provided (m2) & No. of ECS: 8,301.17 m2, 276

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nos. Parking area provided in basement (m2) & No. of ECS: 5,736.05

m2, 179 nos. Parking area provided in hollow plinth (m2) & No. of ECS:

1,901.11 m2, 68 nos. Parking area provided as open surface (m2) & No. of ECS:

664.28 m2, 29 nos. 16. Traffic

Management Width of adjacent public roads: 30 m & 24 m wide T.P. Road Number of Entry & Exit provided on approach road/s: 2 nos. Width of Entry & Exit provided on approach road/s: 7.5 & 4.5 m Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 3.0 m to 4.5m

Width of all internal roads: 7.5 & 4.5 17. Energy

Requirement, Source and Conservation

Power supply Maximum demand: 1000 KW

Source: D.G.V.C.L Energy saving measures: Maximum utilization of natural light,

CFL and LED lighting fixtures in the common areas, Use of solar energy in external lighting (Landscape lighting), Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.


Fire Extinguisher and Fire Hydrant Systems will be provided at various locations

19. Details on staircase Name of Building

Type & no. of

buildings

No. of floors

Floor area

No. of staircase

Width of the staircase(m)

Travel distance

(m) A-B Joint G + 5 482.47 02 1.22 <30 C-D Joint G + 5 441.18 02 1.22 <30

E-F-G Joint G + 5 660.95 03 1.22 <30 H-I Joint G + 5 472.80 02 1.22 <30 J-K Joint G + 5 386.27 02 1.22 <30 M Single G + 4 538.18 01 1.22 <30 L Single G + 4 1047.75 02 1.22 <30


Level of the Ground water table: 50-100 ft No. & dimensions of RWH tank(s) : We are installing rain water

percolations wells, so do not provided Rain water Harvesting tank

No. and depth of percolations wells : 3 nos., 40 m Details on Pre-treatment facilities : Gravity filter.

21. Green area details

Tree covered area (m2) : 408.33 Lawn covered area (m2): 438.18 Total Green Area (m2): 846.51 Green Area % of plot area: 8.60 % No. of trees and species to be planted: 136 nos. of trees like

Asopalav, Gulamhor, Palm, Ficus tree etc. 22.

Budgetary allocation for Environmental Management Plan

Sr. No.

Description Capital Cost (Rs.

In Lacs) 1 Landscaping 17 Lacs 2 Groundwater Recharge Structure 21 Lacs 3 Solar Energy Utilization 7 lacs

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(Rs. in lacs) 4 Energy Efficient Lighting 7 lacs 5 Solid Waste Management 0.5 lacs 6 Monitoring of Air, Water, Noise &

Soil 0.75 lacs

Total 53.25 Lacs 23. Proposed dust

control measures during the construction phase

Vertical Curtails & Water sprinkling, covering the building materials with the tarpaulin, covered shed for cement unloading activity etc.


Conventional construction material, Fly ash based bricks, Aerated blocks, Paving blocks, Ready Mix Concrete and A.C.C Blocks will be used.

Fly ash based bricks, Aerated blocks and A.C.C Blocks will be used for roads and structures.

Lead free paints will be used for painting the building structure from inside as well as outside.

During the meeting, the project proponent was asked to maximize the use of solar energy and to plant trees on the boundaries of the common open plot. While asking by the committee, the project proponent replied that the project site is covered under draft T.P.Scheme of Surat Municipal Corporation and water supply as well as drainage lines will be available in the area by the time the construction phase of the project is completed. After detailed discussion, it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance.

10 Casa Lake Side S.N.754/A,754/B, 755-757, 741/B, 742/A, 742/B, 743, 748/A, 758-760, 762, 763, Vill:Bill, Dist:Vadodara



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)


Casa Lakeside


Pacifica Lakeside Developers LLP


100 Crores


No

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8. Project Details Land / Plot Area (m2): 1,24,148 Net Land / Plot Area (m2): 1,18,514.40 FSI area (m2):89,588.56 Total BUA (m2):89,588.56

Permissible Proposed FSI Area (m2) 1,92,592.83 89,588.56 Ground Coverage (m2) 42,613.06 39,320.88 Common Plot Area (m2) 11,981.73 11,981.73 Max. building height (m) 40 10

9. Building Details No. of Buildings: 626 (625 duplexes and 28 flats) No. of Blocks: 626 Scope of buildings/blocks: Residential 576 duplexes & 28 flats -

Ground floor + 1 floor, 49 duplexes – ground floor + 2 floors. No. & size of Residential Units: 625 Duplexes and 28 Flats Details of amenities if any: Two society offices


2938 occupants and 300 visitors


Water requirement (KL/day): 21.75 Source of water: Tankers Waste water generation quantity (KL/day): 5.73 Mode of disposal: septic tank Details of reuse of water, if any: No


Total water requirement (KL/day): 455.04 Fresh water requirement (KL/day): 265.93 Source of water: VUDA Waste water generation quantity (KL/day): 320.9 Mode of disposal: Treated into STP Purposes for treated water utilization:

Quantity of treated water to be reused:1.Gardening (KL/day): 53.91, 2. Flushing (KL/day): 135.21

Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated)of water to be discharged:

131.78 KL/day of balance treated sewage will be discharged into Municipal sewer line

Mode of disposal: Balance wastewater - Municipal Sewer line 13. Status of water

supply and drainage line

1.5 km from the site





Top Soil 6000 6000 Reuse in Landscaping area


24000 24000 Will be reused for backfilling, internal road & other paved areas &

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remaining will be used for other projects in the vicinity

Construction debris

900 500 Will be used for back filling, internal road development and remaining will be handed over to AMC

Steel scrap 20 0 Sold to vendors


12 0 Sold to vendors





Dry waste 729.12 White bins Sold to vendors

Wet waste 1,093.68 Green Bins Convert into compost

Details of segregation if to be done: yes Capacity and no. of community bins to be placed within premises: 15 kg and 30 number of community bins to be placed in common area.



Total number of CPS requirement for the project as per NBC : 639 Number of CPS requirement for residential units as per NBC: 639 Total Parking area provided (m2) & No. of ECS: 17,500 & 760

ECS Parking area provided as open surface (m2) & No. of ECS: 17,500

and 760 ECS 16. Traffic

Management Width of adjacent public roads: 12 and 20 m wide roads Number of Entry & Exit provided on approach road/s: two separate

gates will be provided. Width of Entry & Exit provided on approach road/s: 7.5 m (Entry

and Exit) Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 3.0 m Width of all internal roads: 12, 9, 7.5 and 6 m


Maximum use of RMC concrete, water efficient taps (Typical taps discharge 8 to 10 litres per minute compared with low-flow and aerating models which use as little as 2 litres per minute), 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

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lighting in Open and Landscape Areas- 40 Number of Solar Lighting, Roof-top thermal insulation


Power supply: Maximum demand: 3200 KVA Connected load: 3500 KVA

Source: MGVCL DG Sets: No. and capacity of the DG sets: 62.5 KVA Fuel & its quantity: HSD, 12 litre/hr


During Construction Phase: Provision of Personal Protective Equipment's (PPEs) to the construction workers and its usage shall be ensured and supervised, training to all workers on construction safety aspects, first aid room with first aid kit, doctor & ambulance service. During operation phase: Fire extinguishers , hose reel, manually operated electric fire alarm system, underground static water storage tank-350 KL, Terrace Tank -20 KL, pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level.

20. Details on staircase

Type & no. of buildings

No. of floors

Floor area m2

No. of staircase


(m)

Travel distance

(m) 49 G+ 2 67.62 1 1 10

575 G+ 1 153.66 1 1 14 1 G 33.39 1 1 -

28 G+ 1 744.81 1 1.52 33


Level of the Ground water table: 20 m No. & dimensions of RWH tank(s) : 30 No and 2.0m X 2.0 m X 3.0

m No. and depth of percolations wells : 30 no and 17 m Details on Pre-treatment facilities : oil and grease removal and

filter


Tree covered area (m2) : 3500 Area covered by shrubs and bushes (m2): 1,800 Lawn covered area (m2):6,681.73 Total Green Area (m2): 11,981.73 Green Area % of plot area: 10.1 % No. of trees and species to be planted: 1200 number of trees and

Limbdo, Kaado Siris, Jambu, Asopalav, Desi Badam and Gulmohar.

23. Dust control measures

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

24.

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

S.

No.

Head Approximate recurring cost per

annum (Rs. in lacs)

Approximate

Capital cost

(Rs. In lacs)

Basis for cost estimates

1. Air 1.0 2.5 Stack and DG room

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2. Solid and hazardous

waste management

3.0 4.0 Provide bins door to door

and transportation

cost

3. Water 3.0 35.0 STP

4. Environment monitoring

3.5 0 The recurring cost would be incurred on

hiring of consultants

and payment of fees to regulatory agencies.

5. Rain water 2.0 20.0 Collection system,

treatment and recharge

well

6. Green belt 2.0 5.0 -

Total 14.5 66.5

25. Details of ecofriendly building materials

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

During the meeting, the project proponent was suggested to make use of treated water for development of trees on divider as well as on both the sides of the main approaching road by drip irrigation. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. Full size conceptual project plans showing building wise & floor wise built up area table, FSI area table, plot area statement.

2. Status of water supply, drainage line and municipal solid waste collection facility in the area. A letter from VUDA stating the time limit within which the water supply, drainage connection and municipal solid waste collection facility will be made available to the project.

3. Plot area of each type of duplex, ground coverage, available open area & parking space within the premises of each type of duplex.

4. Capacity of STP to be provided and its location on layout plan. Complete treated sewage management plan along with the application wise break up of treated water utilization within premises and time bound action plan for utilization of treated sewage for development of trees on sides of main approach road through drip irrigation. Technical details of drip irrigation system like pumping station, number of drip stations, distance between the two consecutive drip stations etc.

11 M/s. Kantam Pharma Chem

Plot No. 3203, Phase III, Chhatral GIDC, Vill: Chhatral, Dist.:Gandhinagar.


Project / Activity No.: 5(f)

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Project Proponent submitted Application vide their letter dated 25/07/2014.

Project Status: New


This is a new unit and project proponent has applied for manufacturing of Steroids & Hormones as below:

Sr. No.

Name of Product

Quantity (Kg/Month)

Steroids 25 1. Betamethasone dipropionate 25 2. Betamethasone butyrate propionate 25 3. Betamethasone sodium phosphate 25 4. Betamethasone valerate 25 5. Betamethasone acetate 25 6. Beclomethasone dipropionate 25 7. Clobetasone butyrate 25 8. Clobetasol propionate 25 9. Dexamethasone acetate 25 10. Deflazacort 40 11. Hydrocortisone acetate 25 12. Hydrocortisone butyrate 25 13. Methylprednisolone acetate 25 14. Prednisolone acetate 25 15. Triamcinolone acetonide 25 16. Mometasone furoate 25

Total 415 Kg/Month

Hormones 1. Estradiol 25 2. Pregnenolone 25 3. Progesterone 25 4. Testosterone 25 5. Testosterone propionate 25

Total 125 Kg/Month

Cost of the proposed project will be Rs. 4.0 Crores. Total area acquired for the proposed project is 2140.5

sq.m. Manufacturing process will be batch wise. Fresh Water Requirement for the proposed project will

be 3,887 L/day (Ind.: 77 L/day, Domestic: 400 L/day & Gardening : 3,333 L/day ) which will be sourced

from GIDC water supply system. Domestic waste water generation-360 L/day will be sent to soak pit and

Industrial waste water-152 L/day will be treated in Primary treatment plant. Primary treated waste water

will be incinerated in incinerator after solvent stripper. There will be no discharge of waste water outside

premises. One DG set (cap.: 65 KVA) is proposed as stand by facility in case of power failure. Hazardous

waste to be generated are ETP waste & Incinerator ash (0.094 MT/Month), Discarded plastic bags/Drums

(6400 Nos/ Month), Used oil (50 Lit./Year) & Spent Residue - 203.79 Litre/Month. 666.65 m2 of the total

plot area is allocated for the green belt development.

During the meeting, effluent characteristic, mode of treatment, used solvent management, probable air

Page 22 of 70


pollutants from the incinerator and issues related to hazardous waste management were discussed. The project proponent requested to categorize the project as B2. Looking to the zero effluent discharge and low air pollution potential and its location in the industrial estate of Chhatral, request for categorizing the project as B2 was considered by the committee and the following additional information was sought for appraisal of the project.

1. Copy of plot holding certificate obtained from GIDC Chhatral.

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

3. Layout plan of the factory premises. Provision of separate entry & exit and adequate margin all round the periphery for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

4. Details of manufacturing process / operations of each product along with chemical reactions, mass balance, consumption of raw materials etc. Details on strategy for the implementation of cleaner production activities.

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

6. Detailed mass balance and water balance (including reuse-recycle, if any) along with qualitative and quantitative analysis of the each waste stream from the processes.

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

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. Quality and quantity of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

10. Stream wise qualitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated. The characteristic on which treatability is based shall also be stated.

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

12. Technical details of proposed Incinerator including capacity, fuel to be used, adequacy etc. Techno-economical viability of the proposed Incinerator. Control measures proposed for the Incinerator in order to avoid/reduce gaseous emission/VOC from incineration of industrial effluent containing solvents & other chemicals.

13. Undertaking stating that a separate electric meter will be provided for the Incinerator & logbook for operation of incinerator will be maintained.

14. Economical and technical viability of the effluent treatment system to achieve zero discharge.

15. Plans for management, collection and disposal of waste streams to be generated from spillage, leakages, vessel washing, used container washing etc. Measures proposed for preventing effluent discharge during unforeseen circumstances.

16. Impact of noise on present environment due to the project and proposed measures for noise reduction including engineering controls.

17. Specific details of (i) Process gas emission from each unit process with its quantification, (ii) Air pollution Control Measures proposed for process gas emission, (iii) Adequacy of the air pollution control measures for process gas emission, measures to achieve the GPCB norms (iv) Details of the

Page 23 of 70


utilities required (v) Type and quantity of fuel to be used for each utility (vi) Flue gas emission rate from each utility (vii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (viii) List the sources of fugitive emission along with its quantification and proposed measures to control it.

18. Details on management of the hazardous wastes to be generated from the project stating detail of storage area for each type of waste, its handling, its utilization and disposal etc. How the manual handling of the hazardous wastes will be minimized. Methodology of de-contamination and disposal of discarded containers and its record keeping.

19. Membership of Common Environmental Infrastructure including TSDF, Common Incineration Facility, if any.

20. Complete Management plan for By-products/Spent acid to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product/spent acid will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project.

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

22. 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.

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

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

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

26. MSDS of all the products and raw materials.

27. Details of hazardous characteristics and toxicity of raw materials and products to be handled and the control measures proposed to ensure safety and avoid the human health impacts. This shall include the details of Antidotes also.

28. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?

29. Details of the separate isolated storage area for flammable chemicals. Details of flame proof electrical fittings, DCP extinguishers and other safety measures proposed. Detailed fire control plan for flammable substances and processes showing hydrant pipeline network, provision of DG Sets, fire pumps, jockey pump, toxic gas detectors etc.

Page 24 of 70


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

31. 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.

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

33. A tabular chart with index for point-wise compliance of above additional information sought.

The project shall be appraised on satisfactory submission of the above.

12 Aarohi Elysium (Siddhi Developers)

S.No.464, O.P.No.150, F.P.No.150+157/1, T.P.S.No.3, Moje:Bopal, Ta:Dascroi, Dist: Ahmedabad



Sr. No. Particulars Details 1. Proposal is for New Project

2. Type of Project Residential & Commercial

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

8(a)

4. Name of the project Aarohi Elysium

5. Name of Developer Siddhi Developers


80 Crore


No

8. Project Details Land / Plot Area (m2) :- 15,915

FSI area (m2): 42,846.91

Non FSI area (m2): 22,254.7 m2

Total BUA (m2): 65,101.61 m2

Permissible Proposed

FSI Area 42,970.50 m2 42,846.91 m2

Ground Coverage -- 4,420.00 m2

Common Plot Area 2,546.40 m2 3,237.19 m2

Max. building height -- m 48.5 m

9. Building Details No. of Buildings: 10 (9 residential +1 commercial)

No. of Blocks: 10 (9 residential +1 commercial)

Scope of buildings/blocks: Residential buildings-Basement +

Page 25 of 70


H.P. + 14 floors. Commercial building- Basement + Ground floor + 4 floors.

No. & size of Residential Units: 494 Nos. – 75 m2

No. & type of Commercial Units: 32 Shops – 50 m2 48 Offices – 55 m2


2,470 Persons


Water requirement (KL/day): 20

Source of water: Local Water Tanker Suppliers

Waste water generation quantity (KL/day): 4

Mode of disposal: Septic Tank/Soak Pit

Details of reuse of water, if any: None


Fresh water requirement (KL/day): 404

Source of water: Narmada water through AUDA

Waste water generation quantity (KL/day): 315

Mode of disposal: AUDA Drainage System


Drainage line already exists at the project site. Water supply line will be provided on our obtaining BU permission.

14. Solid waste Management Construction Phase:

Generation (m3)

Quantity to be reused (m3)


Top Soil 16,000 16,000 Development of greenbelt


64,000 64,000 Leveling low lying areas & development of green belt area

Construction debris

400 400 Leveling, roads, pavements, plot filling, plinth filling etc.

Operation Phase:

Type of waste



Mode of Disposal/ Reuse

Dry waste

1,347 Community

Bins

Disposal through MSW

collection facility of

AUDA

Wet waste

Page 26 of 70


Capacity and no. of community bins to be placed within premises: 73 nos. of bins of 80 Liter capacity



Parking area requirement for Commercial units as per GDCR: 2,163.44 m2

Total number of CPS requirement for the project as per NBC : 417 CPS

Number of CPS requirement for residential units as per NBC: 247 CPS

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

Total Parking area provided (m2) & No. of ECS: 12,542.25 m2 & 429 CPS

Parking area provided in basement (m2) & No. of ECS: 7,255.32 m2 & 226 CPS

Parking area provided in hollow plinth (m2) & No. of ECS: 3,376.12 m2 & 120 CPS

Parking area provided as open surface (m2) & No. of ECS: 1,910.81 m2 & 83 CPS

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

Number of Entry & Exit provided on approach road/s: Two entry/exit on 18 m wide road

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

Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 6 m & 4.5 m

Width of all internal roads: 9 m


Solar lighting in common Sunlit areas, maximum use of CFL lights, Use of variable frequency drive motors to optimize power consumption, fly ash paver blocks - pavements/walkways, most of the carpentry structures will be made up of processed engineering wood/ particle board instead of wood, maximum use of Portland Pozzolona Cement (PPC) - contains high amount of fly ash.


Power supply: Maximum demand: 3 MW during Operation Phase

Connected load: 3 MW

Source: Uttar Gujarat Vij Company Limited (UGVCL)

Energy saving measures: Maximum use of CFL lights, Solar lighting in common Sunlit areas, use of variable frequency drive

Page 27 of 70


motors to optimize power consumption

DG Sets: No. and capacity of the DG sets: 3 Nos. & 35 KVA capacity each Fuel & its quantity: HSD fuel


During operation phase: Fire Extinguishers/Fire Hydrant System will be provided in common areas.One CO2 type extinguisher of 4.5 kg with ISI mark or two CO2 type extinguisher of 2 kg capacity and one DCP type extinguisher of 5 kg will be provided on each floor. Underground water storage tank having 1,00,000 Liters capacity will be provided for the Fire Hydrant System.

During construction phase: Provision of Personal protective equipment like earplugs, dust masks, safety shoes, helmets, hand gloves, training to use welding shields and follow safer practice, first aid facilities, maintaining hoists and lifts, lifting machines, chains, ropes, and other lifting tackles in good condition, use of “H” frame scaffolds & ladders made of mild steel, completely concealed copper wiring etc. for construction workers.



No. of floors

Floor area No. of staircase


Travel distance (m)

A to I 14 300 m2 1 2.00 m Max. 17 m

Commercial 5 910 m2 2 1.22 m Max. 15 m


Level of the Ground water table: 121 meter

No. & dimensions of RWH tank(s) : Not Applicable

No. and depth of percolations wells: 4 Nos. & 37 m

Details on Pre-treatment facilities : Screen pit before the percolation well

22. Green area details Tree covered area (m2) : 1,861.07

Area covered by shrubs and bushes (m2): 450

Lawn covered area (m2): 814

Total Green Area (m2): 3,125

Green area % of plot area: 19 %

No. of trees and species to be planted: 240 nos. Local flora species i.e. Gulmohar, Asopalav, Neem, Garmalo,

Sevan etc. will be preferred

23.


(Please specify the activities and break up of budget allocation) Approximately 8 Lac

24. Dust control measures Temporary windshield barriers, regular water sprinkling, covering the material with tarpaulin sheet covers during the transportation, Maximum use of Ready Mix Concrete (RMC), uniform piling of

Page 28 of 70


sand and proper storage to avoid dusting.

During the meeting, looking to the large scale of the project it was suggested to make provision of STP for treatment of sewage to be generated during the operation phase and suggested to make use of treated water for development of trees on divider as well as on both the sides of the main approaching road by drip irrigation. While discussing about the parking area provision, the project proponent was agreed to increase the parking area provision as per the suggestions of the Committee and assured to provide mechanical parking. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for granting Environmental Clearance only after satisfactory submission of the following details:

1. Proposal to provide Sewage Treatment Plant for treatment and reuse of sewage. Details of sewage treatment plant with size of each unit, design capacity and its location on the plan. Measures proposed to avoid odor nuisance due to the STP in operation phase. Details on operation and maintenance of STP during the operation phase of the project for the efficient and regular operation of STP. Design drawing of dual plumbing system to be provided for reuse of treated water.

2. Revised water balance diagram considering the reuse of treated sewage. Complete treated sewage management plan along with the application wise break up of treated water utilization within premises and time bound action plan for utilization of treated water for development of main road side trees through drip irrigation. Technical details of drip irrigation system like pumping station, number of drip stations, distance between the two consecutive drip stations etc.

3. Details of fire fighting facilities to be provided during the operation phase of the project and compliance of the same with the requirement of NBC for the high rise buildings and commercial building.

4. Revised details on parking area provision considering the mechanical parking to be provided. Technical details of mechanical parking to be provided which should also include location of mechanical parking, required height for providing mechanical parking, height to be provided etc.

13 Palak Classic S.No.372,FP No.62, TPS No.51(Bodakdev Makaraba-Vejalpur) Vejalpur-Jodhpur, Ahmedabad



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)


PALAK CLASSIC

5. Name of Developer Shree Developers 6. Estimated Project

Cost (Rs. In Crores)

25 Crores


No

Page 29 of 70


8. Project Details Land / Plot Area (m2) : 5,217.00 FSI area (m2): 18,644.10 Non FSI area (m2):7,678.50 Total BUA (m2): 26,322.60

Permissible Proposed FSI Area (m2) 14,607.60 18,644.10 Ground Coverage (m2) 2,751.24 Common Plot Area (m2) 522.10 522.85 Max. building height (m)

-- 28.61

9. Building Details No. of Buildings: 2 Nos. No. of Blocks: 2 Nos. Scope of buildings/blocks: 2 Buildings : Basement + H.P. + 7

Floor No.& size of Residential Units: 56 Units


250 residents / users


Water requirement (KL/day): 30 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 4 Mode of disposal: Into Soak Pit through Septic Tank.


Fresh water requirement (KL/day): 33 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 24.19 Mode of disposal: AMC Drainage System


Available near By (AMC)





Top Soil 1044 600 Green Belt Development


14106 7052 Internal Roads & Other Paved areas, Back Fillings

Construction debris

670 670 Back Filling &Internl roads development

Steel scrap 3.10 MT -- Sold to venders


325 150 Sold to venders

Operation Phase: Type of waste Generation Mode of Mode of

Page 30 of 70


Quantity (Kg/day)

waste collection

Disposal / Reuse

Dry waste 112 Volume of bins with 80 lit capacity and 7 bins will be provided for residential units.

Will be

Capacity and no. of community bins to be placed within premises: 80 Lit Capacity & 7 Bins Will Be Used.



Total number of CPS requirement for the project as per NBC : 56 CPS

Number of CPS requirement for residential units as per NBC: 56 CPS

Total Parking area provided & No. of ECS: 3,728.82 m2 & 162 ECS

Parking area provided in basement & No. of ECS: 2,605.64 m2 & 81 ECS

Parking area provided in hollow plinth & No. of ECS: 1,949.44 m2 & 69 ECS

16. Traffic Management

Width of adjacent public roads: 12 m East Side Number of Entry & Exit provided on approach road/s: 02 Width of Entry & Exit provided on approach road/s: 7.54 m. Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 4.00 m.

Width of all internal roads: 7.50 m. 17. Energy



Source: Torrent Power Ltd. Energy saving by Non-conventional Methods: maximum

utilization of natural light, roof top thermal insulation, CFL lighting fixtures in the common areas, use of solar energy in external lighting.

DG Sets: 01 No. and capacity of the DG sets: 120 KVA Fuel & its quantity: 30 Lit. / Hr. Of HSD


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


No. of floors

Floor area

No. of staircase


Travel distance (m)

Block – A Base. + H.P. +7 Floor

1278.22 01 1.52 m. < 30.00 M.

Page 31 of 70


Block - B Base. + H.P. +7 Floor

1312.48 01 1.52 m. < 30.00 M.


Level of the Ground water table: 150 Ft. No. & dimensions of RWH tank(s) : No. and depth of percolations wells : 02 Nos. Details on Pre-treatment facilities :Desilting & Filter Chamber

21. Green area details Tree covered area (m2) : 200 m2 Area covered by shrubs and bushes (m2): 100 m2 Lawn covered area (m2): 222 m2 Total Green Area (m2): 522 m2 Green Area % of plot area: 10.00 % No. of trees and species to be planted: 79 Nos.

22.


12 Lacs


Regular Water Sprinkling, Vertical Curtails, Covered Shed For Cement Unloading, Covering the Excavated Earth With Tarpaulin Sheet etc.


Fly Ash Bricks, Aerated Blocks, Fly Ash Blocks, Maximum Use Of RMC, Lead Free Paints etc.

During the meeting, it was presented that the existing buildings comprising of built up area less than 20,000 m2, for which the project plans have already been approved by AMC, will be completely demolished for constructing the proposed two buildings as per revised plans with availability of additional FSI of 4.0 for the project. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Status of water supply, drainage line and municipal solid waste collection facility in the area. A letter from AMC stating the time limit within which the water supply, drainage connection and municipal solid waste collection facility will be made available to the project.

2. Complete demolition debris, excavated earth & construction debris management plan during the construction phase of the project.

3. Copy of project plans approved by AMC for built up area of less than 20,000 m2 and documents/copy of permission from concerned authority showing the availability of additional FSI (4.0) to the proposed project.

14 Vishwas Platinum S.No.1525/214/p, 1418/2,1525/230,1525/233,1525/ 234, F.P. No.21+58+61/2+ 69+70, DTPS No.54, Ognaj, Daskroi, Ahmedabad.



Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential and commercial (shops & offices) Project

Page 32 of 70



8(a)


Vishwas Platinum-II


Vaibhavi Developers


26 Crores


No

8. Project Details Land / Plot Area (m2) : 11,038 FSI area (m2): 19,850.99 Non FSI area (m2):5,731.08 Total BUA (m2): 25,552.07 m2

Permissible Proposed FSI Area 19,968.40 m2 19,850.99 m2 Ground Coverage 4,967.10 m2 4,191.85 m2 Common Plot Area 1,103.80 m2 1,112.27 m2 Max. building height

-- 25.55 m.

9. Building Details No. of Buildings: 12 Nos. No. of Blocks: 12 Nos. Scope of buildings/blocks: 6 Buildings : H.P./ground floor

(parking & shops) + 7 Floors & 6 Buildings : H.P../ground floor (parking & shops) + 3 Floors

No.& size of Residential Units: 231 Unit No. & type of Commercial Units: 24 Units


996 residents & offices, Shops / users


Water requirement (KL/day): 30 KL Source of water: AMC Water Supply Waste water generation quantity (KL/day): 4 Mode of disposal: Into Soak Pit Through Septic Tank


Fresh water requirement (KL/day): 134 Source of water: AMC Water Supply Waste water generation quantity (KL/day): 101 Mode of disposal: AMC Drainage System


Available near By.





Page 33 of 70


Top Soil 2200 2200 Green Belt Development


3300 3300 Internal Roads & Other Paved areas, Back Fillings

Construction debris

650 650 Back Filling &Internal roads development

Steel scrap 3.20 MT -- Sold to venders


375 375 Sold to venders





Dry waste & wet waste

112 Volume of bin with 80 lit capacity and 38 bins will be provided at various locations.

Capacity and no. of community bins to be placed within premises: 80 Lit Capacity & 38 Bins Will Be Used.

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

4,108.01 m2 Parking area requirement for residential units as per GDCR:

3,511.48 m2 Parking area requirement for Commercial units as per GDCR:

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

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

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

17 CPS Total Parking area provided (m2) & No. of ECS: 6,643.03 m2 and

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

4,276.77 m2 & 152 ECS Parking area provided as open surface (m2) & No. of ECS:

2,366.26 m2 & 103 ECS 16. Traffic

Management Width of adjacent public roads: 12 m on North Side & 18 m

South Side

Page 34 of 70


Number of Entry & Exit provided on approach road/s: 02 Width of Entry & Exit provided on approach road/s: 7.54 m. Minimum width of open path all around the buildings for easy

access of fire tender (excluding the width for the plantation): 4.0 m.

Width of all internal roads: 7.50 m. 17. Details of Green

Building measures proposed.

PPC Cement, Fly ash brick and Paver blocks will be used


Power supply: Maximum demand: 1500 KW Connected load:1200 KW

Source: Torrent Power Ltd. Energy saving by Non-conventional Methods: maximum

utilization of natural light, roof top thermal insulation, CFL lighting fixtures in the common areas, use of solar energy in external lighting.

DG Sets: 01 No. and capacity of the DG set: 120 KVA Fuel & its quantity: 30 Lit. / hr. of HSD


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


No. of floors

Floor area

No. of staircase


Travel distance (m)

Block – A, B H.P. +3 Floor

431.21 01 1.52 m. < 30.0 m.

Block - B H.P. +7 Floor

434.37 01 1.52 m. < 30.0 m.

Block – C H.P. +7 Floor

420.64 01 1.52 m. < 30.0 m

Block - D H.P. +7 Floor

420.64 01 1.52 m. < 30.0 m.

Block – E H.P. +7 Floor

305.99 01 1.52 m. < 30.0 m.

Block – F,G,H

H.P. +3 Floor

320.17 01 1.25 m. < 30.0 m.

Block – I,J H.P. +3 Floor

303.71 01 1.25 m. < 30.0 m

Block – K,L H.P. +7 Floor

283.10 01 1.52 m. < 30.0 m.


Level of the Ground water table: 125 Ft. No. and depth of percolations wells: 03 Nos. Details on Pre-treatment facilities :Desilting & Filter Chamber


Tree covered area (m2) : 300 m2 Area covered by shrubs and bushes (m2): 150 m2 Lawn covered area (m2): 750 m2 Total Green Area (m2): 1112 m2

Page 35 of 70


Green Area % of plot area: 10.00 % No. of trees and species to be planted: 166 Nos.

23.


15 Lacs


Regular Water Sprinkling, Vertical Curtails, Covered Shed For Cement Unloading, Covering the Excavated Earth With Tarpaulin Sheet etc.


Fly Ash Bricks, Aerated Blocks, Fly Ash Blocks, Maximum Use Of RMC, Lead Free Paints etc.

During the meeting, the project proponent was asked to provide basement which can be used as parking purpose in order to reduce the open surface area utilization for parking. The project proponent was agreed upon the same. Further they were asked to ensure that the open surface area in front of the shops which is designated as commercial parking should not be used for the purposes other than parking and that the commercial parking should not result in blockage or congestion of approaching main roads.


2. Proposal for providing basement to be used as parking purpose. Revised details on parking area provision considering the actual area available in the hollow plinth and provision of basement. Revised project plans showing the built up area table consisting of built up area of hollow plinth & proposed basement.

15 Radha Madhav Surfactants Pvt. Ltd.

Plot No:61138, Road No.61,GIDC-Sachin, Surat Screening & scoping case

Project / Activity No.: 5 (f)


Project / Activity Details: This is an existing unit, engaged in manufacturing of textile auxiliaries and now applied for expansion as tabulated below:

Sr. No.

Name of Product Existing capacity (TPD)

Proposed capacity (TPD)

Total after expansion (TPD)

1. Textile Auxiliaries 20 20 40

2. Linear Alkyl Benzene Sulphonic Acid (LABSA)

--- 100 100

3. Linear Alkyl Benzene Sulphonate (LAS)

--- 20 20

4. Spent Sulphuric Acid (80% purity)-byproduct

--- 80 80

Page 36 of 70


Total plot area is 725 m2. Estimated project cost will be 1.3 Crores. Total Water consumption will be increased from 0.6 KL/day (Domestic – 0.5 KL/day + Gardening - 0.1 KL/day) to 10.5 KL/day (Domestic - 1 KL/day, Process - 7 KL/day, Boiler - 1 KL/day, Cooling - 1 KL/day, Gardening – 0.5 KL/day). At present water consumption as well as w/w generation from the process is NIL. After proposed expansion waste water generation will be 1.3 KL/day (Domestic – 0.8 KL/day + Boiler blow down – 0.5 KL/day). Domestic waste water will be disposed off in to soak pit system while boiler blow down will be recycled for dilution of Spent acid generated from the process. Generated spent acid will be sold out to SSP (Single Super Phosphate) fertilizer manufacturing industries, who are using this spent sulphuric acid as raw material. One steam boiler (cap. 0.5 TPH) will be installed in which HSD/LDO – 15 Liter/day will be used as fuel. One DG set having capacity 82.5 KVA will be installed as stand by arrangement in case of power failure. HSD-9 Lit./hr will be used as fuel in DG set. Hazardous waste to be generated from the propoed project will be Discarded containers/bags – 240 no.s/Year & Used oil – 10 liters/year.

Presentation covering the details like general information regarding the project, google map showing location of the project, layout plan, product details & raw material requirement, manufacturing process, waste generation & disposal/mitigation details, resource consumption and conservation etc. made during the meeting.

Observations & Discussions:

During the meeting, the project proponent was suggested to make provision of temperature controller with alarm system. They were asked to transport sulfuric acid through their own dedicated tankers only. The project proponent requested to categorize the project as B2 looking to the low pollution potential of the project and its location in the industrial estate of Mithi Rohar. The request for categorizing the project as B2 was considered by the committee and the following additional information was sought for appraisal of the project.

1. Copy of plot holding certificate obtained from GIDC Sachin.







8. Stream wise qualitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated from the manufacturing process of each product along with mass balance. Characteristics of untreated and treated wastewater.

9. Details regarding the treatment and disposal facilities proposed for the wastewater to be generated. Detailed effluent treatment scheme and disposal method. Technical details of the proposed ETP including size of each unit, retention time etc. along with adequacy and efficacy report.

Page 37 of 70


10. Quantity and quality of spent sulfuric acid to be generated from the process of LABSA and its complete Management plan including its end use along with the name and address of end consumers to whom the spent acid will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project.



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


15. Membership of Common Environmental Infrastructure including TSDF, Common Incineration Facility, if any.


17. Permission from PESO, Nagpur for storage of toxic chemicals. (If applicable).





22. Details of quantity of each hazardous chemical (including solvents, H2SO4) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product

Page 38 of 70


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





27. A tabular chart with index for point-wise compliance of above additional information sought.


16 Kalatirth Towers F.P.No.251, O.P.No 154, S.No.210/3+ 211, T.P.S. No. 21, Motera, Ahmedabad


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


2. Type of Project Residential


8(a)


Kalatirth Towers


Navpadh Buildcon

6. Estimated Project Cost (Rs. in Crores)

(Construction cost; 30 Crores + Land cost; 40 Crores) = 70 Crores


No any construction activity has been initiated at site.

Page 39 of 70


8. Project Details Land / Plot Area (m2): 6,480.0 FSI area (m2): 17,464.93 Non FSI area (m2): 8,731.93 Total BUA (m2): 26,196.89

Permissible Proposed FSI Area (m2) 17,496.00 m² 17,464.93 m² Ground Coverage (m2) 1,493.67 m² 1,493.67 m² Common Plot Area (m2) 648 m² 806.84 m² Max. building height (m) 45 m 44.3 m

9. Building Details No. of Buildings: 3 Buildings No. of Blocks: 3 Blocks Scope of buildings/blocks: Gr. Floor + 14/13 Floors No. & size of Residential Units: 156 units, (74.5 m² to 82.25 m² floor

area) 10. No. of expected

residents / users

Fixed population = 780 person

Floating population = 312 person


Water requirement (KL/day): 40 Source of water: Local water supplier / tanker Waste water generation quantity (KL/day): 8 Mode of disposal: Septic tank / Soak pit system


Fresh water requirement (KL/day): 121.5 Source of water: AMC Waste water generation quantity (KL/day): 94 Mode of disposal: Wastewater (sewage) will be discharged into AMC

drainage system 13. Status of water


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





Top Soil 840 840 Will be stored onsite and used for development of greenbelt.


7560 7560 m3 will be reused for re-filling of foundation & plinth, green belt and levelling low lying areas at project site itself.

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

Construction debris

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

Steel scrap What so ever

-- Will be returned to suppler or sold to scrap dealer / end

Page 40 of 70


users. Discarded packing materials

What so ever

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

Operation Phase: Type of waste Generation

Quantity (Kg/day)



Dry waste From 156 residential units; 390 kg/day

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

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

Wet waste

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

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

Capacity and no. of community bins to be placed within premises: 20 community bins of 80 lit capacity will be provided at various

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

3,499.20m2 Parking area requirement for residential units as per GDCR:

3,499.20m2 Total number of CPS requirement for the project as per NBC : 78

CPS Number of CPS requirement for residential units as per NBC : 78

CPS Total Parking area provided & No. of ECS: 5,503.28 m2 & 179 ECS Parking area provided in basement & No. of ECS: 4,003.48 m2 &

125 ECS Parking area provided in hollow plinth & No. of ECS: 1,499.80 m2 &

54 ECS. 16. Traffic

Management Width of adjacent public roads: 18 m wide TPS road in East

direction of project site. Number of Entry & Exit provided on approach road/s:

Two main entry / exit will be provided on 18 m wide TPS road in East direction of project site.

Width of Entry & Exit provided on approach road/s: Main entry / exit will have 7.5 width, connected to 18 m wide TPS road in East direction of project site.

Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 7 m

Width of all internal roads: Main internal approach road 7.5 m. 17. Details of

Green Building measures

Maximum use of Ready Mix Concrete (RMC), Fly ash paver blocks for pavements/walkways, Most of the carpentry structures will be made up of processed engineering wood instead of wood, Maximum use of

Page 41 of 70


proposed. Portland Pozzolona Cement (PPC), rainwater harvesting by recharging the ground water table with provision for percolation wells, PVC electrical boards, aluminum window frame & marble door frame instead of wood.


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

Maximum use of CFL lights in each block for non-renewable energy conservation. Use of variable frequency drive motors to optimize power consumption, Use of solar lighting in common areas, maximum use of natural light through architectural design, use of building material having lower U-value and the insulating material having higher R-value to have optimum energy performance,

DG Sets No. and capacity of the DG sets: 1 nos. of estimated /required capacity and will have stack height as per CPCB requirement. Fuel & its quantity: Diesel


Nearest fire station is Sabarmati Fire Station approx. (2.5 km).

Time required for the fire tender to reach at the project site is 15 – 20 minutes.

A underground water storage tanks having total capacity of approx. 1,00 KL and overhead tanks of capacity 20 KL on each block, Fire extinguishers / fire hydrant system in common areas.

During construction phase: Provision of Personal protective equipments like earplugs, dust masks, safety shoes, helmets, hand gloves, training to use welding shields and follow safer practice, first aid facilities, maintaining hoists and lifts, lifting machines, chains, ropes, and other lifting tackles in good condition, use of “H” frame scaffolds & ladders made of mild steel, completely concealed copper wiring etc. for construction workers.



No. of floors

Floor area

No. of staircase


Travel distance (m)

Total 3 Blocks

A Gr.Floor + 14 Floors

329 1 2 m

Approx. 14 m

B 329 1 C 329 1


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

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

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

Details on Pre-treatment facilities : Suitable arrangements of filtering (preferably sand filtration media), gratings at mouth of each drainpipe on terraces to trap leaves, debris and floating materials, cleaning the filter media before every monsoon season, first rain separator to flush off first rains will be provided.

Page 42 of 70



Tree covered area (m2) : 565.41 Lawn covered area (m2): 645.47 Total Green Area (m2): 1,211 Green Area % of plot area: 18% No. of trees and species to be planted: Local species such as

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

23.


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

Description Cost (Rs. in Lacs)

Remarks

During Construction

Air pollution control

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

Service of vehicles and PUC certificate

Provision of tarpaulin sheet covers Provision of PPE to workers

Waste water management

1 Septic tank / soak pit system.

Solid waste management

1 Making Storage area, collection and disposal

Noise control 0.5 Ear plugs to workers Periodic checking of noisy

machinery Provision of sound enclosures

During Operation

Waste water management

3 AMC charges

Solid waste management

3 Provision of bins, AMC charges

Green belt development

1 Approx. 120 nos. of trees to be planted

Ground water recharge

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

Total 15.5 --

24. Dust Control Measures

Temporary windshield barriers, regular water sprinkling, covering the material with tarpaulin sheet covers during the transportation, Maximum use of Ready Mix Concrete (RMC), uniform piling of sand and proper storage to avoid dusting.

During the meeting after detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

Page 43 of 70



2. Details of fire fighting facilities to be provided during the operation phase of the project and compliance of the same with the requirement of NBC for the high rise buildings.

17 Aries Heights S.No.456/3,F.P.No.120/2, TPS No.111 (Nikol-Kathwada), Ahmedabad City (East)


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

Sr. No.

Particulars Details

1. Proposal is for New Building Construction Project 2. Type of Project Residential & Commercial 3. Project / Activity No.

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

4. Name of the project Aries Height

5. Name of the Developers

Save Buildcon

6. Estimated Project Cost(Rs. In Crore)

13.00


No

8. Project Details Particular

Permissible / Required

Proposed

Total Plot Area, Sqm --- 5,645.00

Ground coverage, Sqm --- 2,475.94

Total FSI Area, Sqm 16,004.20 16,004.20

Total Non-FSI Area, Sqm --- 7,332.61

Total Built up Area in Sqm --- 23,336.81

Hollow Plinth, Sqm --- 1,524.02

Maximum Building Height, m --- 30.76

9. Building Details Number of buildings: 3 Number of Blocks : 05 Scope of buildings / blocks : Basement + ground floor (parking &

shops) + 7 floors. No of Unit : Residential : 140 units

Commercial : 26 shops 10. No. of expected

residents / users Residential: 644 Persons Commercial: 296 Persons

Page 44 of 70


11. Water & Wastewater details during construction phase

Water Requirement (KL/day) : 54 Source of Water : Bore Well Waste water generation (KL/day) : 1 Mode of Disposal : Underground drainage line of AMC Reuse : Washing of Construction Equipment will be collected and

reused for concrete handling, mixing & curing

12. Water & Wastewater details during operation phase

Fresh Water Requirement (KL/day) : 97 Source of Water : AMC water supply system Wastewater generation (KL/day) : 75 Mode of Disposal : Under ground drainage line of AMC

13. Status of Water supply & drainage line

Water supply from the AMC is already available in the area and will also be available on the project site on getting BU permission.

14. Solid Wastemanagement

Construction phase

Operation phase

Type of Waste Solid waste Generation,

Kg/Day Disposal Method

Domestic - Wet 160 Treatment by composting and used as manure within the premises Horticulture Waste 02

Domestic - Dry (Plastics/ Metals/ Paper/ etc.)

-- Reuse/ Recycle or sell to scrap vendor for recycling

Material Quantity Disposal Method

Top Soil 1,500 m3

Will be kept separate at designated areas

Top soil will be preserved and used for greenbelt development.

Other Excavated Earth

13,310 m3

Will be kept separate at designated areas

Other Excavated Soil will be kept separate for reuse and/or backfilled within premises or in the nearby low lying area.

Land clearing debris & Construction debris

--- Will be kept separate at designated areas

It will be kept separate for reuse and/or backfilled within premises or in the nearby low lying area.

Steel Scrap --- Will be kept separate at designated areas

Sell to scrap vendor for recycling

Discarded packing material

--- Keep separated in designated areas on site

Sell to scrap vendor for recycling

Page 45 of 70


Details of Proposed Bins : 18 bins of 80 liter capacity for residential units and 2 bins of 80 liter capacity for commercial units.

15. Parking Details Total parking area requirement for the project as per GDCR: 2,557.0 m2.

Parking area requirement for residential units as per GDCR: 2,244.0 m2.

Parking area requirement for Commercial units as per GDCR: 313.0 m2.

Total number of CPS requirement for the project as per NBC : 154 Number of CPS requirement for residential units as per NBC: 140 Number of CPS requirement for commercial units as per NBC: 42 Total Parking area provided & No. of ECS: 5,685.0 m² and 187 ECS Parking area provided in basement & No. of ECS: 3,928.0 m2 and 123

ECS Parking area provided in hollow plinth & No. of ECS: 1,524.0 m2 and

54 ECS Parking area provided as open surface & No. of ECS: 232.0 m2 and 10

ECS 16. Traffic Management Width of adjacent public road: 18 m

No. of Entry & Exit provided on approach road: 2 gates will be provided Width of Entry & Exit provided on approach road: 6.0 m & 7.5 m. Width of all internal roads : 7.5 m Minimum width of open path all around the buildings for easy access of

fire tender (excluding the width for the plantation): minimum m 17. Details of Green

Building measures Proposed

Use of Eco Friendly Building Materials:Use of earth blocks, fly ash and Fal-G (fly ash, lime and gypsum) as alternative materials for construction of wall in-place of clay bricks with cement mortar whereas applicable

18. Energy requirements, source & conservations

Power Requirements

Description Requirement

(Avg. per month) Source

Construction Phase

15 KW Torrent Power Ltd.

Operation Phase 110 KW

Energy Conservation Measures: Energy efficient CFL lamps within the complex, Use of light colors for the walls and ceiling to reduced the UV absorption and minimize the associated cooling requirement, use of building materials having lower U-value and the insulating material having higher R-value, the design of the building will be done in such a way that maximum day light and wind could be utilized, regular energy auditing of buildings etc.

Page 46 of 70


19. Fire & Life Safety measures

Fire Measures: One overhead tank with capacity of 10 KL, one common underground tank of 100 KL, hydrant outlet with pipe at each floor, hydrant system at each floor, hose reel, will be enough to reach the farthest corner of the floor, automatic sprinkler system in basement and in common areas, fire indication panel at ground level, One CO2 (4.5 kg) and one Dry Chemical Powder (5.0 kg) type extinguishers will be provided on each floor.

The nearest fire station from the project site is Naroda fire station, it will take 10 – 15 minutes travel time in case of emergency.

Safety measures for Workers: Personal protective equipments like Helmets, Safety Shoes, Hand Gloves, Goggles, Clothing, etc. Ear muffs & Ear plugs to all the workers engaged at and around high noise generating source, first aid emergency kit will be provided at various locations etc.

20. Details on Staircase One staircase of 1.5 m width will be provided in each block.

21. Rain Water Harvesting System (RWH)

Sr. No.

Particular Quantity

1. Level of Ground Water Table 90 m to 120 m

2. Nos. & Depth of Percolation Well

2 Nos.& 10 m

3. Details of pretreatment facilities Catch-pit & Filtration

22. Green Area Details Break up of Green Belt Area: Tree covered area (m2) : 88.85 Lawn covered area (m2): 424.86 Total Green Area (m2): 513.71 Green Area % of plot area: @ 9% No. of trees and species to be planted: 85

23. Budgetary Allocation for Environmental Management Plan (Rs. In Lacs)

Rs. 2 Lacs per Annum

During the meeting, after detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. Exact aerial distance of the project site from the nearest GIDC/industrial cluster and the nearest TSDF site.

18 Rajhans Studium Plaza & Rajhans Studium residency

Block No:108/1, Priliminary T.P. S.No.9 (Palanpor-Bhesan),O.P.No.32/1, F.P.No.26, Palanpor, Dist: Surat


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

Sr. No. Particulars Details 1. Proposal is for New Project 2. Type of Project Residential- Commercial

Page 47 of 70



8(a)


Rajhans Stadium


Rajhans Construction


Rs. 50.03 crores


No

8. Project Details Land / Plot Area (m2): 9,262 FSI area (m2): 19,727.63 Non FSI area (m2): 11,547.21 Total BUA (m2): 30,774.84 Permissible Proposed FSI Area (m2) 20,699.97 19,727.63 Ground Coverage (m2) 4,167.9 4,015.79 Common Plot Area (m2) 926.2 1,451.00 Max. building height (m) 45 m 23.25 m

9. Building Details No. of Buildings: 5 No. of Blocks: 7 Scope of buildings/blocks: 4 nos of building (6 blocks): hollow

plinth + 5 floors, 1 commercial building: ground floor + 4 floors No. & size of Residential Units: 120 units No. & type of Commercial Units: 210 units Details of amenities if any: Club house and jogging track


1485


Water requirement (KL/day): 15 KL/day Source of water: SMC Waste water generation quantity (KL/day): 2.1 KL/day Mode of disposal: Details of reuse of water, if any: SMC drain


Fresh water requirement (KL/day): 120 Source of water: SMC Waste water generation quantity (KL/day): 93 Mode of disposal: disposed in to SMC drain


Both drainage and water supply lines exist at site





Top Soil & Excavated earth.

23,263.93 23,263.93 Will be utilized for backfilling and greenbelt

Page 48 of 70


development within project site

Construction debris

36 kg/day Nil Sold off to recyclers

Steel scrap Discarded packing materials





Dry waste 324 kg/day Door to Door collection system of SMC

Disposal at Khajod Disposal Site

Wet waste 378 kg/day

Capacity and no. of community bins to be placed within premises: 5 nos of bin having capacity of 100 kg each

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

15. Parking Details Total parking area requirement for the project as per GDCR: 4,322.37 m2.

Parking area requirement for residential units as per GDCR: 1,595.92 m2.

Parking area requirement for Commercial units as per GDCR: 2,726.45 m2.

Total number of CPS requirement for the project as per NBC : 301

Number of CPS requirement for residential units as per NBC: 120

Number of CPS requirement for commercial units as per NBC: 181

Total Parking area provided & No. of ECS: 8,718.14 m² and 313 ECS

Parking area provided in basement & No. of ECS: 6014.37 m2 and 188 ECS

Parking area provided in hollow plinth & No. of ECS: 2267.25 m2 and 81 ECS

Parking area provided as open surface & No. of ECS: 996.6 m2

and 44 ECS 16. Traffic

Management Width of adjacent public roads: 24 TP road Number of Entry & Exit provided on approach road/s: two gates

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

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

Width of all internal roads: 7.5 m & 9.0 m 17. Details of Green

Building measures

Provision to install aerated coke (Foam Type) in wash basins, kitchen, low flush water closets in toilet and pressure reducing valves in water pipeline, Rain water harvesting and ground water

Page 49 of 70


proposed. recharge. 18. Energy



Source: DGVCL Energy saving measures: Maximum utilization of natural light,

Roof-top thermal insulation, CFL lighting fixtures in the common areas, Appropriate design to shut out excess heat and gain loss, Use of solar energy in external lighting (Landscape lighting), Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

DG Sets: No. and capacity of the DG sets: 4 and 60 KVA Fuel & its quantity: diesel (10 Liter/hr) Note : - D.G. Sets will be used in case of power failure or fire

emergency 19. Fire and Life

Safety Measures Fire Extinguishers, Hose Reel, Wet Riser, Manually Operated Electric Fire Alarm System, Terrace Water Storage tanks of 15 KL capacity.


No. of floors

Floor area

No. of staircase


Travel distance (m)

A –B , E – F

5 720.02 2 1.2 m Less than 15 m

C, D 5 300.14 1 1.2 m Less than 15 m

D 5 413.16 1 1.2 m Less than 15 m

Commercial 4 1862.45 7 1.53 m Less than 30 m


Level of the Ground water table: 7.0 m No. and depth of percolations wells : 3 Details on Pre-treatment facilities : only roof top rainwater

harvesting is proposed 22. Green area

details Tree covered area (m2) : 400 Area covered by shrubs and bushes (m2): 200 Lawn covered area (m2): 300 Total Green Area (m2): 900 Green Area % of plot area: 10% No. of trees and species to be planted: 200

23.


Green belt development : 40 Lacs Drainage and rain water harvesting: 50 Solar and energy saving: 50 lacs Total: 140 Lacs


Loading & Transportation in covered Trucks, Covered shed provided for cement unloading activity, Temporary Wind Screen around project site, Sprinkling of water on roads and in vicinity of storage area.

Page 50 of 70



Fly ash brick, Aerated block, Paving block, RMC (Ready Mix Concrete), Lead free paints

During the meeting, while asking by the committee, the project proponent replied that the proposed project site is covered under the sanctioned preliminary Town Planning Scheme of SMC and water supply as well as drainage connection will be available to the project at the time of getting B.U permission after completion of the construction phase of the project. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance.

19 City Pulse (Unity Projects Pvt. Ltd.)

S.No.20/2/A,20/2/K, 21/2/A/1, 22/5, 27/2, 26/2, Sayajipura, Vadodara


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


2. Type of

Project Residential


8(a)


City Pulse


Unity Projects Pvt. Ltd.,


175 Crore


No

8. Project Details

Land / Plot Area (m2): 37,875.0 FSI area (m2): 93,316.92 Non FSI area (m2): 1,689.87 Total BUA (m2): 1,27,298.40

Permissible Proposed FSI Area (m2) 30,661.95 93,316.92 Ground Coverage (m2) 10,226.25 7,303.28 Common Plot Area (m2) 1,371.90 1,582.00 Max. building height (m) -- 37.60

9. Building Details

No. of Buildings: 19 No. of Blocks: 22 Scope of buildings/blocks: Basement + hollow plinth + 12 floors for

12 buildings, Hollow plinth + 12 floors for 7 buildings. No. & size of Residential Units: 1632 flats - 1 BHK

864 flats - 2 BHK Total =2694 flats

Page 51 of 70



Expected residents: 12,480 Expected shop users: -- Expected visitors: 1000


Water requirement (KL/day): 16.00 Source of water: Tanker Waste water generation quantity (KL/day): 2.1 Mode of disposal: Sock pit Details of reuse of water, if any: W/W generated from washing of

equipment will be reused for curing after necessary treatment.


Total Water requirement (KL/day): 1,706.50 Fresh water requirement (KL/day): 1,275.0 Source of water: VUDA water supply system. Waste water generation quantity (KL/day): 1,360.0 Mode of disposal: into drainage line of VUDA after treatment into STP. STP Technology: Primary, Secondary & Tertiary Treatment Purposes for treated water utilization: As Below Quantity of treated water to be reused:1.Gardening (KL/day): 6.50

2. Flushing (KL/day): 425.0 Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated) of water to be discharged: 984.50

KL/day (Treated) Mode of disposal: Drainage system of VUDA





Top Soil 18,937.00 18,937.00 Reuse for developing garden area


49,386.00 8565.20 Will be reused for plinth filling and low lying areas and remaining will be disposed to their other project site.

Construction debris

1337 636 Reused as a filler up to plinth level or reused in outer road development

Steel scrap 51 -- Sold to local scrap vendors


32 -- Sold to local vendors





Dry waste 4,492.80 Blue colour bucket

Into nearby municipal bin

Page 52 of 70


of VUDA Wet waste 2,995.20 Green colour

bucket Into nearby municipal bin of VUDA

STP Sludge 100.0 Sludge Drying Bed

Will be used as manure in garden

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

Landfill site where waste will be ultimately disposed by local authority: to the nearest MSW dumping Site

14. Parking Details

Total parking area requirement for the project as per GDCR: 13,997.54 m2


Total number of CPS requirement for the project as per NBC : 1,248 Number of CPS requirement for residential units as per NBC: 1,248 Total Parking area provided (m2) & No. of ECS: 35,303.0 m2 & 1295

ECS Parking area provided in basement (m2) & No. of ECS: 15,723.0 m2 &

492 ECS Parking area provided in hollow plinth (m2) & No. of ECS: 6,394.0 m2 &

229 ECS Parking area provided as open surface (m2) & No. of ECS: 13,186.0 m2

& 574 ECS. 15. Traffic

Management Width of adjacent public roads: 20.0 m road is passing in E direction &

and 75.0 m road is passing in N direction Number of Entry & Exit provided on approach road/s: 3 Width of Entry & Exit provided on approach road/s: atleast 7.4 m Minimum width of open path all around the buildings for easy access of

fire tender (excluding the width for the plantation): 4.00 m Width of all internal roads: 4.00 & 7.50 m


Use of Fly ash based material, provision of flush tank instead of direct flushing in toilet, provision of foam type aerated cock for water usage.


Power supply Maximum demand: 3000 KVA

Source: DGVCL Energy saving measures: Maximum utilization of natural light,

Reflective/White Tiles on terrace floor, LED lighting fixtures in the common areas, Appropriate design to shut out excess heat and gain loss, Use of solar energy in external lighting(Landscape lighting), Aeratedblock[Cement+FlyAsh+Airmixture] will be used to reduce heat stress inside building.

DG Sets No. and capacity of the DG sets: 04 x 125 KVA Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity 55 L/h in each

18. Fire and Life Safety

Fire Extinguishers & Hose Reel at each floor, Wet Riser opening at each floor, Automatic Fire Alarm & Detection System, Manually Operated

Page 53 of 70


Measures Electric Fire Alarm System, Under Ground Static water storage tanks of 75 KL capacity & Pump [Elec. & Diesel], Terrace Water Storage Tanks (32 nos.) of 10 KL capacity & Pump [Electric], Automatic Sprinkler System (Basement)


No. of floors

Floor area (m2)

No. of staircase


Travel distance (m)

19 residential buildings with 22 blocks

G(H.P)+12 Ranging from 263.67 to 547.41 for 19 blds.

One staircase in each of the 22 block

1.50 Maximum 16.50


Level of the Ground water table: 19 m No. & dimensions of RWH tank(s) : 19 no. of RWH tanks;

size: 900 mm x 900 x (1200+1500) mm Size of Bore: 350 mm dia. Size of pipe: 150 mm dia.

No. and depth of percolations wells: 19 nos. of percolating wells, depth will kept 5 m above ground water table.

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


Tree covered area (m2) : 1,134.00 Lawn covered area (m2): 2,805.00 Total Green Area (m2): 3,939.00 Green Area % of plot area: 10.00 % No. Of trees and species to be planted: 189 number of trees

22.


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

Total 21.4 lacs for Air pollution monitoring, Water pollution monitoring, Solid and hazardous waste management, Environment monitoring and management, Green belt, Rain water harvesting & ground water recharge.

During the meeting, the committee was of the view that the parking area provision made by them is more than the NBC requirement but still the project proponent should explore the possibility of increasing parking area in basement in order to reduce open space utilization for parking purpose. After detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following;

1. Status of water supply, drainage line and municipal solid waste collection facility in the area. A letter from VUDA clearly indicating the time limit within which the water supply, drainage connection and municipal solid waste collection facility will be made available to the project.

2. Revised layout plan showing adequate open peripheral margin for movement of emergency vehicles considering the requirement of GDCR and NBC in this regard for high rise buildings.

3. DILR Map showing the boundary of canal adjacent to the project site.

4. NOC from irrigation department clearly showing the requirement of margin to be left from bank of the adjacent canal.

Page 54 of 70


20 Silver Business Point Cross Road (Silver Enterprise)

Block No:85,O.P.No 5,F.P.No.5+Block No.124/B, O.P.No.26/2, F.P.No.29,National plot No-2&1,At Preli,T.P.S.No.27,Moje:Utran-Kosad, Ta: Choryasi, Dist: Surat


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


2. Type of

Project Residential & Commercial


8(a)


Silver Business Point Cross Road


M/s. Silver Enterprise


30 Crore


No

8. Project Details

Land / Plot Area (m2): 16,574.0 FSI area (m2): 37,164.31 Non FSI area (m2): 8,029.36 Total BUA (m2): 53,047.92

Permissible Proposed FSI Area (m2) 37,175.02 37,164.31 Ground Coverage (m2) 61,77.52 5,570.66 Common Plot Area (m2) 1,657.40 1,676.00 Max. building height (m) 39.89

9. Building Details

No. of Buildings: 5 (4 residential +1 commercial) No. of Blocks: 5 Scope of buildings/blocks: Residential buildings - Hollow plinth +12 floors,

Commercial building – Basement + Ground floor +4 floors.

No. & size of Residential Units: 96 flats ,4 BHK No. & type of Commercial Units: 455 nos. of shops


Expected residents: 480 Expected shop users: 910 Expected visitors: 2500

11. Water & waste water

Water requirement (KL/day): 15.00 Source of water: Borewell

Page 55 of 70


details during construction phase

Waste water generation quantity (KL/day): 2.55 Mode of disposal: Sock pit Details of reuse of water, if any: W/W generated from washing of

equipment will be reused for curing after necessary treatment. 12. Water &

waste water details during operation phase

Total water requirement (KL/day): 150.0 Fresh water requirement (KL/day): 110.0 Source of water: S.M.C Waste water generation quantity (KL/day): 115.0 Mode of disposal: S.M.C after treatment into Grey water treatment plant. In case of STP provision, capacity of STP: GWTP proposed of cap. 55

KL/day Purposes for treated water utilization: As Below Quantity of treated water to be reused:1.Gardening (KL/day): 6.70

2. Flushing (KL/day): 34.0 Provision of dual plumbing system (Yes/No): Yes Quantity and type (treated/untreated) of water to be discharged: Black

sewage and remaining quantity of treated grey sewage (after utilization for gardening & flushing) will be discharged into the drainage line of SMC.

Mode of disposal: S.M.C 13. Status of

water supply and drainage line

Applied for connection of water supply line and drainage line in S.M.C.





Top Soil 838.00 838.00 Reuse for developing garden area


30787.02 2999.4 will be refilled at low lying areas within the project premises and to raise the plinth level of the project site

Remaining quantity will be disposed to their other project site

Construction debris

557 265 Reused as a filler up to plinth level or reused in outer road development

Steel scrap 21 -- Sold to local scrap vendors


13 -- Sold to local vendors





Dry waste 282.48 Blue colour Through S.M.C

Page 56 of 70


bucket door to door waste collection system

Wet waste 188.32 Green colour bucket

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

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

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

15. Parking Details

Total parking area requirement for the project as per GDCR: 8,547.0 m2

Parking area requirement for residential units as per GDCR: 2,862.0 m2 Parking area requirement for Commercial units as per GDCR: 6,539.0 m2 Total number of CPS requirement for the project as per NBC : 492 Number of CPS requirement for residential units as per NBC: 96 Number of CPS requirement for commercial units as per NBC: 396 Total Parking area provided (m2) & No. of ECS: 15,503.0 & 529 ECS Parking area provided in basement (m2) & No. of ECS: 11,021.00 & 344

ECS Parking area provided in hollow plinth (m2) & No. of ECS: 1,207.0 & 43

ECS Parking area provided as open surface (m2) & No. of ECS: 3,275.0 & 142

ECS 16. Traffic

Management Width of adjacent public roads: 36 m wide road is passing in S direction

and 18.0 m wide road is passing in W direction. Number of Entry & Exit provided on approach road/s: 2 gates will be

provided. Width of Entry & Exit provided on approach road/s: 14.4 m

& 9.0 m. Minimum width of open path all around the buildings for easy access of

fire tender (excluding the width for the plantation): 3.35 m to 9.0 m. Width of all internal roads: 9.0 m, 7.0 m and 6.0 m.


Use of Fly ash based material, provision of flush tank instead of direct flushing in toilet, provision of foam type aerated cock for water usage.


Power supply Maximum demand: 2000 KVA

Source: DGVCL Energy conservation measures: Maximum utilization of natural light,

reflective/White Tiles on terrace floor, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (Landscape lighting), Aerated block [Cement + Fly Ash + Air mixture] will be used to reduce heat stress inside building.

DG Sets No. and capacity of the DG sets: 01 x 125 KVA & 01 x 63 KVA Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity 55

Page 57 of 70


L/h & 25 L/h in each 19. Fire and Life

Safety Measures

Fire extinguishers & hose reel at each floor, wet riser opening at each floor, yard hydrant, automatic fire alarm & detection system, manually operated electric fire alarm system, under ground static water storage tank of 75 KL capacity & pump [Elec. & Diesel], terrace water storage tank of 10 KL capacity & pump [Electric], automatic sprinkler system (Basement)



No. of floors Floor area

(m2) No. of

staircaseWidth of the

staircase

Travel distance

(m) 4 nos. of residential buildings

Hollow plinth +12 floors

402.44 01 in each buiding

1.60 20.62

Commercial Ground floor + 4 fllors

Maximum 3962.07

04 1.52 & 1.68

28.49


Level of the Ground water table: 20 m No. & dimensions of RWH tank(s) : 09 no. of RWH tanks;

size: 900 mm x 900 x (1200+1500) mm Size of Bore: 350 mm dia. Size of pipe: 150 mm dia.

No. and depth of percolations wells: 09 no. of percolating well, depth will kept 5 m above ground water table.

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


Tree covered area (m2) : 770.00 Area covered by shrubs and bushes (m2): -- Lawn covered area (m2): 906.00 Total Green Area (m2): 1676.00 Green Area % of plot area: 10.00 % No. of trees and species to be planted: Total 128 nos. of trees. Like

Asopalav, Neem Tree , Coconut Palm Tree, Gulmohar.

23.


(Please specify the activities and break up of budget allocation) Approximate recurring cost per annum will be Rs. 7.5 lacs and approximate capital cost will be Rs. 9.75 lacs for environment monitoring (including air pollution and water pollution monitoring) & management, solid waste management, green belt development and rain water harvesting.

During the meeting, it was presented that the project site is at a distance of 756.30 m from river Tapi. The parking area provision made is more than the requirement of NBC, but committee was of the view that looking to the present scenario of vehicular parking especially at various commercial complexes and malls which may worsen in the coming years, the project proponent should, if possible, provide second level basement for commercial building of the project which will comprise of as many as 455 nos. of commercial units. Further the project proponent was asked to make provision of all the requisite firefighting arrangements as per the requirement of NBC or local by-laws whichever is more stringent. It

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was presented that the project site was not affected by flood in the past. After detailed discussion, it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. In case of provision of second level basement for commercial building, the revised details on parking area provision considering the additional parking area provision in basement and revised project plans showing revised built up area table in view of additional basement area to be provided.

21 Mascot Industries Plot No:C-1/B/1306/ 3, Phase-IV, Naroda, GIDC, Ahmedabad.


Project / Activity No.: 5(f)


Project status: Expansion

Project / Activity Details: This is an existing unit engaged in manufacturing of Bulk drugs and now unit has applied to discontinue the existing products and adition of some new products as tabulated below: Sr. No.

Name of Product Existing capacity MT/Annum

Additional /Removal MT/Annum

Total Quantity

Existing (Total 76.15 MT/Year) 1. Ethoxy Phenol 13.56 - 13.56 NIL 2. Di Ethoxy Bezene : 1.8 - 1.8 NIL 3. Iron CIID Hydroxy Palymaltose Complex : 24 - 24 NIL 4. Clomphene Citrate: 1.2 - 1.2 NIL Proposed Products (Total – 40.56 MT/Year) 1 Albendazole : --- 10 2 4-Hexyl Resorcinol --- 10 3 Zopiclone --- 7 4 Temoxifen citrate --- 8 5 Bupropion HCL --- 7 6 Tramadol --- 4 7 Anstrazole : --- 0.15 8 Theophylline : --- 10 9 Allantoin --- 20

Total plot area is 3900 m2. The total cost of the proposed expansion is Rs. 2.0 Crores. Total water consumption after proposed expansion will be 19 KL/day (Industrial – 18 KL/day + Domestic-0.8 KL/day + Gardening – 0.2 KL/day). Fresh water will be sourced from GIDC water supply. Total industrial effluent generation will be 10.4 KL/day (Industrial – 10 KL/day + Domestic – 0.4 KL/day) Industrial waste water will be sent to common MEE (Multiple Effect Evaporator) of NEPL-Naroda. Domestic waste water will be disposed off into soak pit system. Unit has proposed one Boiler in which Natural gas – 500 SCM per day will be used as fuel. One DG set with capacity 125 KVA is proposed. No process gaseous emission is envisaged. Hazardous waste to be generated are ETP sludge (1.8 MT/Yr), Used Oil (0.05 MT/Yr), Discarded containers (180 Nos./year) & discarded Bags/Liners (1200 nos./Yr and Solvent residue (2.5 MT/Year).

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

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

1. Exact aerial distance of project site from the boundary of the Critically Polluted area of Vatva.

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

3. Demarcation of proposed facilities in lay out plan of the existing premises. Provision of continuous unobstructed peripheral open path within the premises for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

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

5. Existing as well as proposed monthly production details with raw material consumption for each product.

6. Manufacturing process along with chemical reactions and mass balance.

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




11. Comparative statement showing the details like water requirement, wastewater generation, wastewater characteristics, ETP units, fuel requirement, flue gas stacks, process stacks, air pollution control measures, hazardous waste generation, hazardous/toxic material storage tanks, etc. in existing and proposed scenario.




15. Quality and quantity of waste water to be generated from the manufacturing process of each product to be manufactured along with mass balance.

16. Qalitative & quantitative analysis of each waste stream (including process water, cooling tower blow down, boiler blow down, washing effluent etc.) to be generated. Characteristics of untreated and treated wastewater. A detailed effluent treat ability study vis-à-vis the adequacy and efficacy of the treatment facilities proposed for the wastewater to be generated. The characteristic on which treatability is based shall also be stated.

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


19. Details of common MEE (Multiple Effect Evaporator) of NEPL like (1) Capacity of the MEE, (2) Booked and spare capacity of MEE, (3) Mode of transportation of waste water from industry to

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common facility (4) Manifest system for sending waste water to common facility and record keeping, (5) Acceptance criteria of common facility and copy of terms & conditions.


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

22. One season site-specific meteorological data including temperature, relative humidity, hourly wind speed and direction and rainfall shall be provided. Anticipated environmental impacts due to the proposed project/production may be evaluated for significance and based on corresponding likely impacts VECs (Valued Environmental Components) may be identified. Baseline studies may be conducted within the study area of 5 km for all the concerned/identified VECs and likely impacts will have to be assessed for their magnitude in order to identify mitigation measures.

23. One season AAQ data (except monsoon) to be given along with the dates of monitoring. The parameters to be covered shall be in accordance with the revised National Ambient Air Quality Standards (NAAQS). The location of the monitoring stations should be so decided so as to take into consideration the pre-dominant downwind direction, population zone and sensitive receptors. There should be at least one monitoring station in the upwind direction. There should be at least one monitoring station in the pre dominant downwind direction at a location where maximum ground level concentration is likely to occur.

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


26. Membership of Common Environmental Infrastructure including CETP, TSDF, Common MEE, CHWIF, if any.

27. Complete Management plan for By-products/Spent acid to be generated, (if any) from the project including their quantity, quality, characteristics, end use etc. along with the name and address of end consumers to whom the by-product/spent acid will be sold. Copies of agreement / MoU / letter of intent from them, showing their willingness to purchase said by-product from the proposed project.

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


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





35. Details of quantity of each hazardous chemical (including solvents) to be stored, Material of Construction of major hazardous chemical storage tanks, dyke details, threshold storage quantity as per schedules of the Manufacture, Storage & Import of Hazardous Chemicals Rules of major hazardous chemicals, size of the biggest storage tank to be provided for each raw material & product etc. How the manual handling of the hazardous chemicals will be minimized?





40. Compliance status of the existing activity with respect to various conditions given in the CC&A order of the Gujarat Pollution Control Board (GPCB).

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

42. 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.

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. A tabular chart for the issues raised and addressed during public hearing/consultation and commitment of the project proponent on the same should be provided. An action plan to address the

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issues raised during public hearing and the necessary allocation of funds for the same should be provided.

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.

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

These additional TORs shall be considered for the preparation of the draft EIA report in addition to all the relevant information as per the generic structure of EIA given in Appendix III in the EIA Notification, 2006. The draft EIA report shall be submitted to the Gujarat Pollution Control Board for conducting the public consultation process as per the provisions of the EIA Notification, 2006. The project shall be appraised on receipt of the final EIA report.

22 J.Korin Spinning Pvt Ltd.

Plot No:121,122 & 123, Ancillary Zone, Apparel Park, GIDC Vanz, Sachin, Surat


Project / Activity No.: 5 (d)


Project status: Expansion


This unit is engaged in manufacturing of Mono filament yarn and now applied to enhance the production

capacity from 1,980 MT/Year to 7,200 MT/year.

Total plot area is 4,422 sq.m. Expected cost of the project is Rs. 40 crores. Basic raw material is

Polyester chips and it is a continuous type process. Manufacturing process involves drying of chips,

melting & extrusion and filament formation. Water consumption will be increased from 3.0 KL/day to 7.3

KL/day (4.3 KL/day-Industrial + 3 KL/day-Domestic). Additional water requirement will be met through

GIDC water supply. Total domestic waste water-2.7 KL/day will be disposed off though septic tank/soak

pit system. Industrial effluent- 0.5 KL/day (0.3 KL/day-process + 0.2 KL/day- utility) will be reused. No

discharge of waste water is envisaged. There will be no process emission from the manufacturing activity.

Unit has proposed one electric base fluidized bed cleaner for burning of waste generated from the

process. Unit has already provided one D.G.Set of 2000 KVA. Diesel - 100 lit/hr is used as a fuel in

D.G.set. Hazardous wastes to be generated are Used Oil – 65 MT/year, Discarded bags/liners/drums –

5.05 MT/Month and Strainer Burnt Ash – 0.25 MT/Year. Unit has proposed to develop a green belt on @

400 sq.m. area on both the sides of internal road of GIDC.

The presentation made by the project proponent included the details like General information,

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Manufacturing process, EMP, Green belt development, Resource consumption and conservation, water

consumption and wastewater generation etc.

During meeting, committee was not satisfied with the reply related to reuse of waste water generated

from process and utility section and asked to submit the complete management plan for zero discharge.

Committee also asked to explore other options in place of fluidized bed cleaner which can create the air

pollution. The project proponent requested to categorize the project as B2. Looking to the location of the

project, technical aspects of the project, the details presented during the meeting including the low

pollution potential of the proposed expansion, after detailed discussion, request for categorizing the

project as B2 was considered by the committee and the following additional information was sought for

appraisal of the project.

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

2. Demarcation of proposed facilities in lay out plan of the existing premises. Provision of continuous unobstructed peripheral open path within the premises for unobstructed easy movement of the emergency vehicle / fire tenders without reversing back. Mark the same in the plant layout.

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

4. Existing as well as proposed monthly production details with raw material consumption for each product.

5. Manufacturing process along with chemical reactions and mass balance.

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

7. Complete waste water management plan for existing as well as proposed production. Characteristics of untreated and treated wastewater. Detailed effluent treat ability study vis-à-vis adequacy and efficacy of the treatment facilities for existing as well as proposed for the wastewater to be generated along with adequacy and efficacy report. The characteristic on which treatability is based shall also be stated.

8. 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 wastewater to be generated after the proposed expansion.

9. Application wise break-up of treated effluent quantity to be recycled / reused. How it will be ensured that treated effluent won't flow outside the premises linked with storm water during high rainy days.

10. Treated effluent management plan during monsoon season when utilization of treated effluent for gardening & plantation purpose is not feasible.

11. Specific details of (i) Details of the utilities required (ii) Flue gas emission rate from each utility (iii) Air Pollution Control Measures proposed to each of the utility along with its adequacy (iv)List the sources of fugitive emission from the unit along with proposed measures to control it.

12. Technical details of electric base fluidized bed cleaner which is proposed for process waste burning. Give analysis of vent gas emission and mitigation measures to avoid air pollution.

13. Give characteristic of process waste to be generated from polymer filters and any other stage of manufacturing activity and explore the possibility for other options like reuse or incineration at CHWIF to avoid air pollution problems.

14. 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.

15. Impact of the transport of raw material and finished product on the existing transport system should

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be assessed and provided. Whether any additional infrastructure is required to be constructed, details thereof and the agency responsible for the same with time frame.

16. 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.

17. Copy of membership certificate of Common Environmental Infrastructure like TSDF, CHWIF if any taken, should be incorporated.

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

19. 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.

20. Fire fighting arrangement and requirement of its strengthening due to proposed augmentation. This should include details of automatic detection and control system & detailed control plan showing hydrant pipeline network, provision of DG Sets, diesel driven fire pumps for operation during power disruption, jockey pump, fire water monitor, toxic gas detectors, fire / foam tenders etc.

21. Detailed risk assessment report including prediction of the worst case scenario and maximum credible accident scenario along with damage distances and preparedness plan to combat such situations and risk mitigation measures.

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


24. 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.

25. Compliance status of the existing unit with respect to various conditions given in the previous Environment Clearance, Consent to Establishment and Consolidated Consent and Authorization order obtained for the existing plant. Records of any legal breach of Environmental laws i.e. details of show- cause notices, notice of direction closure notices etc. served by the GPCB to the existing unit in last three years and actions taken then after for prevention of pollution.

26. Last three years analysis report for the sample taken under Air Act 1981, Water Act 1974 and Hazardous Waste Rules by the Gujarat Pollution Control Board.

27. 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.

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

29. What is the hierarchical system or administrative order of the company to deal with the environmental

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issues and for ensuring compliance with the EC conditions. Details of this system may be given.

30. 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.


23 Maitri Lake View S.No.511/ 1+2 & 515/1+2+3, Vill:Zundal, Dist: Gandhinagar.


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

Sr. No.

Particulars Details

1. Proposal is for New Project 2. Type of

Project Affordable Residential Cum Commercial Project


8(a)


Maitri Lake View


Gayatri Infrastructure Ltd.


Rs.70.0 Crores


Levelling work started

8. Project Details Land / Plot Area (m2): 14,873.0 Net Plot Area: 8,924.0 FSI area (m2): 24,091.80 Non FSI area (m2): 5,949.0 Total BUA (m2): 36,081.89

Permissible Proposed FSI Area (m2) 24,094.80 24,091.80 Ground Coverage (m2) --- 4045.13 Common Plot Area (m2) 713.92 843.11 Max. building height (m) 25.00 24.50

9. Building Details

No. of Buildings: 6 No. of Blocks: 10 Scope of buildings/blocks: Basement + ground floor (parking & shops) + 7

floors. No. & size of Residential Units: 377 Nos. of 62.53 m2 (Avg.) No. & type of Commercial Units: 24 Shops Details of amenities if any: Mini Gymnasium, Children play area with

playing instruments, Pool Table and Table Tennis, Yoga, Meditation Centre, Reading Room/ Children Library, Open Air Theatre, Club House.

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1508 Residents (377 Units x 4 Users per Unit)


Water requirement (KL/day): 30 Source of water: From local water tanker supplier. Waste water generation quantity (KL/day): 4 Mode of disposal: The domestic wastewater will be discharged via septic

tank into soak pit system. 12. Water & waste

water details during operation phase

Fresh water requirement (KL/day): 204.00 Source of water: Narmada water through AUDA Waste water generation quantity (KL/day): 163.00 Mode of disposal: The domestic wastewater will be discharged through

AUDA drainage system. 13. Status of water


Applied to AUDA for water connection and drainage line will be supplied by AUDA after completion of the project.





Top Soil 1,165.0 (Approx.)

1165.0 (Approx.) For Landscape development


28,751.0 (Approx.)

20,126.0 will be reused for back filling & 8,625.0 for levelling.

For Back Filling & surface levelling

Steel scrap 2% - 23 tonnes (approx.)

--- Will be sold to vendors


0.5% to 1% - 10 tonnes (approx.)

--- Will be sold to repacking vendors of minerals like gypsum etc.





Dry waste 774 (754 for Resi.) (20 for comm.)

2 separate bins of different colour will be provided for each flat for segregation of wet and dry waste.

Will be sold to vendor for recycling.

Wet waste 467 (452 for Resi.) (15 for Comm.)

Will be disposed off at the nearest sanitary waste dumping site.

Details of segregation if to be done: Solid waste management at operation

phase- at each flat 2 separate bins of different color will be provided for segregation of wet and dry waste. All dry waste such as paper, plastic, glass etc will be collected at central area at ground floor.

Capacity and no. of community bins to be placed within premises: 50 bins

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of 80 litres capacity for residential units. Landfill site where waste will be ultimately disposed by local authority:

These community bins will be emptied daily by the AUDA. 15. Parking

Details Total parking area requirement for the project as per GDCR m2: 2,651.70 Parking area requirement for residential units as per GDCR m2: 2,409.18 Parking area requirement for Commercial units as per GDCR m2: 242.52 Total number of CPS requirement for the project as per NBC : 199 CPS* Number of CPS requirement for residential units as per NBC: 189 CPS. Number of CPS requirement for commercial units as per NBC: 10 CPS. Total Parking area provided (m2) & No. of ECS: 5,556.45 & 203 ECS. Parking area provided in basement (m2) & No. of ECS: 4,270.55 & 133

ECS. Parking area provided in hollow plinth (m2) & No. of ECS: 1,970.82 & 70

ECS. 16. Traffic

Management Width of adjacent public roads: 2 Nos. of 12.0 m wide roads. 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 brigade (excluding the width for the plantation): 4 m. Width of all internal roads: 7.5 m.


We are member of IGBC and this project is IGBC Green Homes registered project. Also applied for Pre-Certification & aiming to get Silver / Gold rating.


Power supply: Maximum demand: 1002 KW

Source: M/s. Uttar Gujarat Vij Company Limited (UGVCL) Energy saving measures: Energy conservation measures considered here

is highly energy efficient glass with optimum U value and fly ash brick with low U value as per the green home guidelines. Interior and exterior light will be 50% lower lighting power density from ECBC or green home guidelines. Individual timer for street light will be provided.

% of saving with calculations: Over all energy saving of approx 14-18% will be possible.


Fire extinguishers & fire hydrant at each floor, wet riser opening at each floor, overhead tanks 10 KL capacity on each building, manually operated electric fire alarm system and underground water tanks having capacity of 75,000 litres.


No. of floors

Floor area

No. of staircase


Travel distance (m)

BLOCK A,C,D & F

G + 7 Floors

625.30 . 2 Nos. x 4 Buildings

1.57 m < 30

BLOCK B & E G + 7 Floors

373.73 1 No. x 2 Buildings

1.57 m < 30


Level of the Ground water table: 350 feet. No. & dimensions of RWH tank(s) : 1 tank of 300 KL capacity No. and depth of percolations wells : 3 nos. of percolating wells up to

ground second (aquifer) Details on Pre-treatment facilities: We are providing sand and pebble

filters.

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Tree covered area (m2) : 353.73 Area covered by shrubs and bushes (m2): 527.59 Lawn covered area (m2): 843.11 Total Green Area (m2): 1,724.43 Green Area % of plot area: 19.32% No. of trees and species to be planted: 275 nos. of trees.

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

Rs.35 Lac to Rs.40 Lac. (Approx.)

During the meeting, the project proponent was asked not to start any kind of construction activity at the project site. Further it was noticed that 1,970.82 m2 parking area proposed in hollow plinth is more than the area actually available in hollow plinth as per the project plans submitted. After detailed discussion it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after satisfactory submission of the following:

1. A letter from AUDA indicating the time limit within which the water supply and drainage connection will be made available to the project.

2. Details on Green Building measures to be adopted for the proposed project also including the details on solar energy utilization, energy conservation measures etc.

3. Details of the nearby water body and exact aerial distance of the nearest boundary of the project site from the water body in the vicinity.

4. Details of D.G.Set to be provided including its capacity, fuel type & quantity, its location on the layout plan, noise control measures etc.

5. Revised details on parking area provision as per the requirement of NBC norms considering the actual area available in the hollow plinth.

6. Revised layout plan showing two separate gates for entry/exit and width of the roads approaching the gates.

30 Reliance Industries Limited

Hazira Manufacturing Division Vill. Mora, Ta.: Choryasi, Dist.:Surat

Table Agenda

The project was awarded Terms of Reference by SEAC in its meeting held on 17/01/2013. Public hearing of the project was conducted on 10/06/2014. The project proponent has submitted final comprehensive EIA report, comprehensive Marine EIA report, Risk assessment report and maps of demarcation of HTL, LTL and CRZ boundaries. The project was appraised during the SEAC meeting held on 20/08/2014.

During the meeting held on 20/08/2014, the project proponent was asked to run the ESP efficiently to achieve norms of 50 mg/Nm3 at the final outlet, to provide online monitoring system for PM at the final stack outlet with tripping arrangement, to employ the trained personals for running the ESP and to use same quality coal for efficient working of ESP. After detailed deliberation on various aspects regarding the project it was decided to recommend the project to SEIAA Gujarat for grant of Environmental Clearance only after submission of the following:

1. Notarized undertaking stating that only one of the facilities, i.e. either coal based or gas based power

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plant shall be operated at any given time and the capacity shall not exceed 360 MW.

The project proponent vide their letter dated 06/10/2014 requested to allow them to use the existing gas based power plant in case of emergency in such a manner that at any given point of time the total installed capacity of the Hazira complex will not exceed 499 MW and at any given time the operative capacity of the complex shall not exceed 360 MW capacity.

The matter was discussed in detail during the meeting and considering that the total installed capacity of captive power generation within the complex at any given time will not exceed 499 MW as well as operation of the power plant will be in such a manner that total operative power generation capacity will not go beyond the 360 MW, the request of the project proponent was considered by the committee and it was decided to recommend the project to SEIAA, Gujarat for grant of Environmental Clearance only after submission of the following:

1. A notarized undertaking stating that at any given point of time the total installed capacity of the complex shall not exceed 499 MW and that at any given point of time the total operational power generation capacity of the complex shall not exceed 360 MW.

The following proponents did not remain present during the meeting: 1. Ananta Lifestyle, Plot No:55 Paiki, Ajwa Main Road, Sayajipura, Vadodara. 2. Gujarat State fertilizers & Chemical Ltd (Nylon Filament Yarn), S.No.151/172/182/183, Vill:

Kuvarda, Kosamba, Surat. 3. Sakar Glazed Tiles Pvt. Ltd., S.No.46/2, Rajpur, Mansa, Gandhinagar. 4. Aro Chem Industries, Khasra No.295/P, Patana, Vallabhipur, Bhavnagar. 5. Span Chemicals, Plot No:27,C/1,B-6 Pandesara, Chorasi, Surat. 6. Dhariyal Chemicals, Plot No:D-2/CH/360 & 361, GIDC Estate, Dahej, Vagra, Bharuch. 7. Laxmi Enclave (A Project of Laxmi Shelter), T.P.S.No.19, S.No.271, F.P.No.122, Katargam,

Surat It was decided to call them in the upcoming meeting of SEAC.

Minutes approved by :

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

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

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

4. Shri R.I.Shah, Member, SEAC

5. Shri Hardik Shah, Secretary, SEAC

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Documents

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