Minutes of the 374 at Geer Foundation, Indroda Park ... Minutes of the 374th.pdf · operation &...

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374thmeeting of SEAC-Gujarat, Dated 08.02.2018

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Minutes of the 374th meeting of the State Level Expert Appraisal Committee held on 08/02/2018

at Geer Foundation, Indroda Park, Sector – 9, Gandhinagar.

The 374th meeting of the State Level Expert Appraisal Committee (SEAC) was held on 08th February,

2018 at Geer Foundation, Indroda Park, Sector – 9, Gandhinagar. Following members attended the

meeting:

1. Dr. Dinesh Misra, Chairman, SEAC.

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

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

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

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

6. Dr. Mayuri H. Pandya, Member, SEAC.

The agenda of Category 8 (a) cases was taken up. Twenty [20] cases of Category 8 (a) 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 and conceptual plans.

1. Decora Sky City R Sr. No. 37/P/5-6-11, TPS No. 9, O.P.No. 23/3, 23/4, 23/5, F.P. No. 23/3/2, 23/4, 23/5/2. Munjka Road, Munjka, Rajkot

Appraisal

The project proponent remain absent.

2. Krish (Dreamland Infratech Pvt. Ltd.)

F.P.No. 57/2, R.S.No. 384/2, TPS No. 37, Thaltej, Ghatlodiya, Ahmedabad

Appraisal.

The project was taken up in the meeting of SEAC held on 12/10/2017. During the meeting held on

12/10/2017, it was presented that due to some mistake in calculating the built up area of the project, it was

shown as 42,601.90 m2 in the Form-I & project plan submitted along with the application. Actual built up

area of the project is 43,000 m2. There is no change in FSI area & other project details. It was presented

that the project site is falling in Transit Oriented Zone. Project proponent has submitted a Notarized

undertaking stating that no any kind of manufacturing activity shall be allowed in the commercial units of

the proposed project and the commercial units of the project will not be sold / allotted for storage of

chemicals, flammable substances, explosives, fire crackers or any other material of hazardous

characteristics. The project proponent was suggested to increase the capacity of STP, to provide two

staircases in all the three buildings and to provide parking area provision as per the requirement of the

NBC norms. After detailed discussion, it was decided to consider the project further only after submission

of the following:

1. Revised Form-I & project plans as per the proposed built up area of the project.

2. Zoning certificate from Ahmedabad Municipal Corporation showing that the project site falls in the

Transit Oriented Zone.

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

4. Details of the Sewage Treatment Plant including its increased capacity, size of each unit, retention

time, other technical parameters etc. along with the plan & budget allocation for its installation,

operation & maintenance. Quality of treated sewage and application wise break-up of treated sewage

quantitytobe recycled / reused in flushing & green belt development, its location on the layout plan,

STP sludge management plan, design details of dual plumbing system etc.

5. Revised details on parking area provision for the project as per the requirement of the NBC norms with

parking plan & back up calculation.

6. Provision of two staircases in all the three high rise commercial buildings having floor area more than

500 m2 on each floor along with the plans showing the same.

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

8. 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.

9. Details on common amenities like drinking water facility, sanitation blocks, first aid facilities etc. to be

provided at each floor.

The project proponent had not submitted the details sought during the meeting of SEAC held on

12/10/2017 even after 90 days from the SEAC meeting. The project proponent was reminded to submit the

details within 30 days vide this office letter dated 28/12/2017.

Project proponent vide their letter dated 02/01/2018 submitted the above mentioned details. The

submission dated 02/01/2018 of the project proponent was considered during the meeting of SEAC held

on 30/01/2018 and during the meeting it was decided to call the project proponent in of the next SEAC

meetings.

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

was appraised based on the additional details submitted as well as facts presented before the committee.

During the meeting, it was found that the project proponent has submitted 1. Revised Form-I & project

plans as per the proposed built up area of the project, 2. Copy of permission obtained from Airports

Authority of India for permissible building height of 130 m above ground level, 3. Zoning certificate

obtained from Ahmedabad Municipal Corporation stating that the project site falls in the Transit Oriented

Zone and 4. Details of the proposed STP of 240 KL/day capacity. It was presented that parking area will be

increased by providing mechanical parking in one of the three level basements and after the proposed

increase the parking space will be equivalent to 598 CPS which is more than the parking requirement of

GDCR. Further it was presented that the usable/ saleable carpet area, other than common facilities, is

worked out to be less than 500 m2 and hence they have provided one staircase in each building. It was

requested to consider the parking space provided by them & provision of one staircase in all the three

buildings. It is proposed to provide first aid facilities & separate toilet blocks for male & female on each

floor. Drinking water facility will be provided at strategic locations within project. Fire fighting facilities like

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underground fire water tank of 175 KL & 3 nos. of overhead tanks each of 25 KL capacity, fire alarm

system with smoke detectors, hydrant valves, hose reel, fire extinguishers one CO2 type & one DCP type

fire extinguishers on each floor, automatic fire detection & sprinkler system in basements etc. will be

provided. Opinion from Fire & Emergency Services Department of AMC has been obtained & copy of the

same has been submitted.

Salient features of project are as under:

Sr. No.

Particulars Details

2. Proposal is for New Commercial Building Project [SIA/GJ/NCP/64290/2017]

3. Type of Project Commercial

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

8(a)

5. Name of the Project Krish

5. Name of

Developer

Dreamland Infratech Pvt. Ltd.

6. Estimated

Project Cost (Rs. In Crores)

Rs 55 Crores

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

No

8. Project Details • Land / Plot Area (m2): 5,467.0

• FSI area (m2): 21,562.61

• Total BUA (m2): 43,000.00

Permissible Proposed

FSI Area (m2) 9,840.60 21,562.61

Ground Coverage (m2) -- 4322.13

Common Plot Area (m2) 546.70 549.72

Max. building height (m2) 130.0 45.00

9. Building Details • No. of Buildings: 3

• No. of Blocks: 3

• Scope of buildings/blocks: 3 Basement + Ground Floor + 13th floor

• No. & type of commercial units:354 no. of offices & 16 no. of shops

10. No. of expected residents / users

Approximately 4468 employees (shops + office staff) in the offices &

shops and approx 200 visitors (shops and offices)

11. Water & waste water details during construction phase

• Water requirement (KL/day): 22.5

• Source of water: AMC Water Supply

• Waste water generation quantity (KL/day): 6

• Mode of disposal: Septic Tank & Soak Pit

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12. Water & waste water details during operation phase

• Total water requirement (KL/day): 250

• Freshwater requirement (KL/day): 84

• Source of water: Supply from AMC

• Wastewater generation quantity (KL/day): 200

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

proposed on-site STP. Treated sewage will be reused for

gardening/plantation and toilet flushing purpose within the premises,

balance quantity of treated sewage will be discharged into

underground drainage line of AMC.

• In case of STP, capacity of STP provision: STP having capacity of

240 KLD will be provided.

• STP Technology: STP will have primary, secondary and tertiary

treatment units.

• Purpose for treated water utilization: Toilet flushing and gardening.

• Quantity of treated water to be reused: Treated water @ 166 KLD will

be reused for toilet flushing within the premises and 4 KLD for

gardening/plantation.

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

• Quantity and type of untreated sewage to be discharged : Treated

sewage will be used for gardening & within premises and remaining

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

AMC.

• Mode of disposal: as above

13. Status of water supply and drainage line

Water supply & drainage line of AMC will be available during operation phase of the project.

14. Solid waste

Management

• Construction Phase

Generation

(m3)

Quantity to be

reused (m3)

Mode of Disposal

/ Reuse

Top Soil 1,000 1,000 Top soil will be

preserved for

reuse in green

areas of the

project.

Other

excavated

earth

50,000

10,000 Internal roads &

other paved

areas, back filling,

etc. Remaining

will be used for

filling in nearby

land belonging to

the same group.

Construction

debris

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Steel scrap As generated Will be sold back

to supplier

Discarded

packing

materials

As generated Will be sold to

recyclers

• Operation Phase

Type of waste

Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste and

wet waste 467

Through

community

bins

Bins will be

emptied out by

AMC

• Details of segregation if to be done: Recyclable waste will be

segregated and disposed as per the practice of AMC.

• Capacity and no. of community bins to be placed within premises: 54

nos. of bins having 80 L capacity.

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

Municipal solid waste will be disposed by AMC.

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

10,787.10 m2

• Parking area requirement for commercial units as per GDCR:

10,787.10 m2

• Total number of CPS requirement for the project as per NBC:862

• Number of CPS requirement for commercial units as per NBC:862

• Total Parking area provided (m2) & No. of CPS: 15,069 m² and 598

CPS

• Parking area provided in 3 level basement (m2) & No. of CPS:

13,430.18 m2 and 405CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,639.52

m2and 58 CPS.

• Parking area provided as mechanical parking in one level basement

(m2) & no. of CPS: 4,320.0 m2 & 135 CPS

16. Traffic

Management

• Width of adjacent public roads: 12 m

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

• Width of Entry & Exit provided on approach road/s: 6.10 m & 9.40 m

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

of fire tender (excluding the width for the plantation): 6 m driveway

• Width of all internal roads: 7.5 to 9 m

17. Details of Green

Building measures proposed.

Building design & execution to ensure maximum use of natural lighting

& reduced thermal gain, use of LED lights, solar PV modules & VFD

drive motors for pumps & motors to enhance power saving features,

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provision of STP & reuse of treated sewage for flushing via dual

plumbing system, rain water harvesting systems (2 percolation wells),

use of precast RCC modules,solar street lights etc.

18. Energy

Requirement, Source and Conservation

• Power supply: Maximum demand: 75 kW during construction phase and 1850 kW

during operational phase

Connected load: 75 kW during construction phase and 1850 kW

during operational phase

Source: UGVCL

Energy saving by non conventional measures: Building design &

execution to ensure maximum use of natural lighting & reduced

thermal gain, use of LED lights, solar PV modules &solar street

lights etc.

• DG Sets: No. of DG set: 1 X 120 kVA

Fuel & its quantity: HSD,20 lit/hr

19. Fire and Life

Safety Measures

• Construction Phase: Personal Protective Equipments like earplugs,

dust masks, safety shoes, helmets, hand gloves etc., will be provided

to all workers. All workers will be trained to use welding shields and

follow safer practice. Provision related to first aid for the construction

workers. All electrical fittings/equipments will meet the relevant IS

standards. “H” frame scaffolds & ladders made of mild steel.

Completely concealed copper wiring.

• Operation Phase: underground fire water tank of 175 KL & 3 nos. of

overhead tanks each of 25 KL capacity, fire alarm system with smoke

detectors, hydrant valves, hose reel, fire extinguishers one CO2 type

& one DCP type fire extinguishers on each floor, automatic fire

detection & sprinkler system in basements etc.

20. Details on staircase

Type & no.

of buildings No. of floors

Floor

area m2

No. of

staircase

Width of the

staircase (m)

Travel

distance (m)

A, B, C 3B +GF + 13 693.06

1 in each

Building 2.0 24.65

21. Rain Water

Harvesting

(RWH)

• Level of the Ground water table: not encountered within 20 m.

• No. & dimensions of RWH tank(s): 2 wells of 450 mm dia

• No. and depth of percolations wells: 2 wells of 200m

• Details on Pre-treatment facilities: Catchment pit and filtration media

22. Green area details • Tree covered area (m2): 255

• Common Plot Area (m2): 549.72

• Common Plot Area % of plot area: 10%

• No. of trees and species to be planted: 100 trees of local species like Neem, Acacia, Gulmohar, Peltoforum, Amaltas within premises.

23. Budgetary Allocation of Rs 185 lacs is proposed

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allocation for Environmental

Management

Plan (Rs. in lacs)

24. Proposed dust control measures during the construction phase

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

25. Eco friendly building material usage details.

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

26. Basic amenities to be provided to construction workers.

Adequate sanitation facilities, drinking water facility, domestic waste collection facility, Personnel Protective Equipments (PPEs) for the construction workers, first aid facility, compliance of the Construction Worker Cess Act etc

27. Documents

related to land possession.

Copy of 7-12 & NA order has been submitted.

During the meeting, the project proponent was suggested to provide parking space as per the requirement

of NBC & to provide two staircases in all the three buildings. The project proponent requested to consider

the provision of 1 staircase in the buildings considering that the usable/ saleable carpet area, other than

common facilities, is worked out to be less than 500 m2 & it is proposed to provide a staircase of 2 m

width. The project is located at the outskirts of Ahmedabad City and requested to consider the parking

area provided by them as per the requirement of GDCR. The committee considered the request of

provision of 1 staircase but the project proponent was suggested to provide parking area provision as per

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

of the following:

1. Revised details on parking area provision for the project as per the requirement of NBC norms along

with the backup calculation, parking plan, details of the proposed mechanical parking, basement height

etc.

3. Pramkh Elysium (PSY Organiser)

Survey No. 640/1, 640/2, 645, O.P./F.P. No. 91+92+102, Uvarsad, Gandhinagar

Screening/scoping & appraisal.

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

No. Particulars Details

1. Proposal for New Project

2. Type of Project

Residential and Commercial


8 (a)

4. Name of the project

Pramukh Elysium

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5. Name of Developer

PSY Organiser

6. Estimated Project Cost (Rs. In Cr)

42.62

7. Whether construction work started?

No.

8. Project Details

• Land / Plot Area (m2): 6,312.0

• FSI area (m2): 14,202.0

• Total BUA (m2): 24,100.73


FSI Area (m2) 14,202.0 14,202.0

Ground Coverage (m2) 2,460.75 2,460.75


Max. building height (m) -- 26.0

9. Building Details

• No. of buildings:5


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

• No. & size of Commercial Units: 28 number of offices

• No. & type of Residential Units: 244

10. No. of expectedemployees / users

For commercial Blocks: 56 nos.



• Source of water: water tankers

• Waste water generation quantity (KL/day): 8.89

• Mode of disposal: Septic tank and soak pits


• Fresh water requirement (KL/day): 217.41

• Source of water: Water supply from Gandhinagar Urban Development Authority (GUDA)

• Waste water generation quantity (KL/day):193.77

• Mode of disposal: Drainage facility of GUDA


Water supply and drainage line of GUDA will be available to the project during operation phase.

14. Solid waste Management

• Construction Phase:

Generation (m3)

Quantity to be reused (m3)

Mode of Disposal / Reuse

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Top Soil 1,300 900 m3 will be used for greenbelt

development within premises.

Balance quantity of 388.88 m3 to supply to other supplier

Other excavated earth

14,000 - Will send to other project sites for filling the low lying areas.

Construction debris 3 3 cum Refilling for making roads

Steel scrap <5 MT - Sale to Scrap venders

Discarded packing materials

2 lac Cement empty bags

- Sale to venders

• Operation Phase:

Type of waste Generation

Quantity (Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste 513.75 Into bins to be

provided

within

premises

Final collection &

disposal through agency

/ agent approved by

GUDA.

Wet waste

171.25

Into bins to be

provided

within

premises

Final collection &

disposal through agency

/ agent approved by

GUDA.

• Details of segregation if to be done: yes

• Capacity and no. of community bins to be placed within premises:23 bins of 80 L capacity

• Landfill site where waste will be ultimately disposed by local authority: At the nearest waste collection point of GUDA.

15. Parking Details

• Total parking area requirement for the project as per GDCR: 2,363.46 m2

• Parking area requirement for residential units as per GDCR: 2,150.62 m2

• Parking area requirement for Commercial units as per GDCR: 212.84 m2

• Total number of CPS requirement for the project as per NBC: 127

• Number of CPS requirement for residential units as per NBC: 122

• Number of CPS requirement for commercial units as per NBC: 8

• Total Parking area provided (m2) & No. of CPS: 6,642.35 m2 & 223.

• Parking area provided in basement (m2) & No. of CPS: 4,365.89 m2 & 136

• Parking area provided in hollow plinth(m2) & No. of CPS: 1,514.41 m2 & 54

• Parking area provided as open surface(m2) & No. of CPS: 762.05 m2 &33

16. Traffic Management

• Width of adjacent public roads: 18 m wide road on 2 sides.

• Number of Entry & Exit provided on approach road/s: 2 gates will be provided.

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

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• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 4 m

• Width of all internal roads: 9.0 m & 7.5 m

17. Details of Green Building measures proposed.

AAC blocks substituting conventional bricks, fly ash containing RMC for non-structural concrete work, fly ash containing paver blocks, water control valves & water meters in each block, low water consuming (like smart flush) water fixtures,

18. Energy Requirement, Source and Conservation

• Power supply: Maximum demand: 1550 KW Connected load: 1550 KW Source: UGVCL. Energy saving measures: energy efficient lighting like LED, CFL for common lighting, energy efficient lifts etc.

• DG Sets: Not Applicable

19. Fire and Life Safety Measures

• During Construction Phase: Provision of Personal Protective Equipment’s (PPEs) and its usage shall be ensured & supervised.

• During Operation Phase: Provision of Underground Fire Water Storage Tank of 100 KL capacity, overhead fire water tank, fire extinguishers etc.

• Nearest Fire Station: Gandhinagar Fire station Distance from the fire station: 7.57 km Time required for the fire tender to reach at the project site: 20 min


Type & no. of buildings

No. of floors

Floor area

No. of staircase

Width of the

staircase Travel distance (m)

Block - A

Basement + HP+7 Floors

235.84 1 1.50 <20

Block B +C 473.41 2 1.50 <20

Block D + E 472.02 2 1.50 <20

Block F + G 467.71 2 1.50 <20

Block H + I 467.71 2 1.50 <20

21. Rain Water Harvesting (RWH)

• Level of the Ground water table: >30 m

• No. & dimensions of RWH tank(s): -

• No. and depth of percolations wells: 2

• Details on Pre-treatment facilities: Filtration unit

22. Green area details

• Tree covered area (m2): 626.46

• Area covered by shrubs and bushes (m2): covered in lawn covered area

• Lawn covered area (m2): -

• Total Green Area (m2): 626.46

• Green Area % of plot area: 10%

• No. of trees and species to be planted: 95 trees like likeLimbdo, Asopalav, DesiBadam and Gulmohar

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23.

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

Capital cost of Rs.20 lacs and recurring cost of 1 lac.


Water sprinkling to minimize dust, provision of PPEs, transport the materials from nearest places to avoid the direct energy and associated vehicular emissions, cover the materials during transportation, use telescopic chute to regulate falling of fine powder materials from height during unloading at site to mitigate the fugitive emissions, compulsion of PUC for transport vehicles etc


• AAC block substituting conventional Brick

• Fly ash containing RMC for non-structural concrete work.

• Fly ash containing paver blocks.


Proposed good sanitary facilities for the construction workers. The common sanitary facilities like, W.C., bathing water supply, periodic health check-up camp etc. will be facilitated at site.

27. Documents related to land possession.

Copy of village form no. 7 & 12 submitted show that the land for residential &commercial use is in the name of PSY Organiser.

During the meeting, It was presented that none of the existing trees, which are at the periphery, will be cut.

The project proponent was suggested to provide STP for treatment of sewage to be generated during the

operation phase, to reuse treated sewage within premises, to utilize solar energy at the extent possible, to

provide in-house Organic Waste Convertor for treatment of organic waste to be generated during the

operation phase, to provide D.G.sets and to increase the parking area provision for the project. After

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

1. Proposal for providing STP for treatment of sewage to be generated during operation phase of the

project along with the details of the Sewage Treatment Plant including its capacity, size of each unit,

retention time, other technical parameters, plan & budget allocation for its installation, operation &

maintenance etc. should also be submitted. Quality of treated sewage and application wise break-up of

treated sewage quantity to be recycled / reused in flushing & green belt development, location of the

STP on layout plan, STP sludge management plan, design drawing of dual plumbing system etc.

2. Revised details on water requirement and sewage generation for the project considering reuse of

treated sewage for gardening & flushing purposes within premises.

3. Revised details on increased parking area provision for the project with back up calculation & parking

plans.

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4. Proposal for providing in house Organic Waste Converter (OWC). Details of the OWC like its capacity,

type, its location on the layout plan, cost of installation, operation & maintenance, end product

management plan etc. should be submitted.

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

6. Details of the D.G. sets including its capacity, fuel, quantity, stack height, location as well as the

acoustic measures proposed to abate noise pollution.

4. Smart Ghar- 6 O.P. No. 31, F.P. No. 31/3, 31/3A & 31/3B, T.P.S.No. 31, R.S.No. 22/P Bhagwati Para, Rajkot

Screening / scoping & appraisal.


Sr. No.

Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/70983/2017]

2. Type of Project

Residential Buildings


8 (a)


Proposed Building Construction project of Smart Ghar-6, under affordable housing scheme of PradhanMantriAvasYojana


PradhanMantriAavasYojana RMC

6. Estimated Project Cost (Rs. In Crores)

Rs. 108.0Cr


No,

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• FSI area (m2):63,211.78

• Total BUA (m2):78,122.0


FSI Area (m2) 82,404.0 63,211.78

Ground Coverage (m2) - 9,715.18

Common Plot Area (m2) 2,746.80 2,200.54

Max. building height (m2) 25.0 23.87 m

9. Building Details

• No. of Buildings:19

• No. of Blocks:19

• Scope of buildings/blocks: Ground floor (parking & shops) + 7 floors.

• No.& size of Residential Units: 1584flats

• No. & type of Commercial Units:65 shops

• Details of amenities if any: ---


8050 occupants and 650 visitors



• Source of water: Water supply from Rajkot Municipal Corporation (RMC)


• Mode of disposal: Into RMC drainage line.

• Details of reuse of water, if any: No


• Total water requirement (KL/day): 1,210.0


• Source of water: Water supply from RMC


• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line ofRMC.

• In case of STP provision, capacity of STP: 1000 KL/day

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

• Purposes for treated sewage utilization: Gardening & flushing

• Quantity of treated sewage to be reused:1.Gardening (KL/day): 6.40 2. Flushing (KL/day):802.4


• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of RMC.

• Mode of disposal: As above.

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Available at the site



Generation (m3)



Top Soil 5,500 5,500 Will be used for greenbelt development.


22,000 22,000 Will be used for back filling and raising plinth level.

Construction debris

450 450 Will be used for development of internal road and back filling.

Steel scrap 25 0 Sold to vendors


20 0 Sold to vendors


Type of waste

Generation Quantity (Kg/day)

Mode of waste collection


Dry waste 1,468.5 White bins Municipal bins

Wet waste 3,426.5 Green Bins Will be treated in the proposed onsite Organic waste convertor.

STP Sludge 48.14 KL/day As manure

• Details of segregation if to be done: yes & as above.

• Capacity and no. of community bins to be placed within premises: 20 kg and 3336 number of community bins to be placed in common area

• Landfill site where waste will be ultimately disposed by local authority: at the nearest waste collection point of RMC

15. Parking Details

• Total parking area requirement for the project as per GDCR:7,538.18 m2



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

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

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

• Total Parking area provided (m2) & No. of CPS: 10,736.02 m2 & 390 CPS.

• Parking area provided as open surface (m2) & No. of CPS: 801.29 m2 & 35 CPS

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• Parking area provided as hollow plinth (m2) & No. of CPS: 9,934.73 m2 & 355 CPS


• Width of adjacent public roads: 12 m &15 m

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

provided

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

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

tender (excluding the width for the plantation):5 m

• Width of all internal roads: 7.5 m


Maximum use of natural lighting through architectural design, energy efficient

motors & pumps, water efficient taps, solar lights in open & landscape areas,

use of aerated blocks & RMC, use of LED lighting fixtures and low voltage

lighting, roof-top thermal insulation, rain water harvesting & ground water

recharge through 2 nos. of percolating wells, provision of STP & reuse of

treated sewage etc.


• Power supply:

Maximum demand: 7000 KVA

Connected load: 7000 KVA

Source: Passchim Gujarat Vij Company Ltd

• % of saving with calculations: ~40% by use of LEDs, solar street lights and

star rated energy efficient electronic consumer durables

• DG Sets:

No. and capacity of the DG sets:5 X 200 KVA

Fuel & its quantity: HSD, 50 litre/hr


• During the 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, wet riser, manually

operated electric fire alarm system etc. will be installed.



No. of floors Floor

area m2 No. of

staircase

Width of the staircase

(m)

Travel distance

(m)

19 buildings G+7 468.24 1 in each building

2.0 <25


• Level of the Ground water table:8 m

• No. & dimensions of RWH tank(s) : 1 No and 5.2m X 11 m X 1.8 m

• No. and depth of percolations wells : 7 nos. and 10 m

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

Page 16 of 102


Page 16 of 102


• Tree covered area (m2) :1,200.48

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

• Lawn covered area (m2):400.0

• Total Green Area (m2):1,600.48

• Green Area % of plot area:6.01 %

• No. of trees and species to be planted: 400 number of trees and Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar

23. Dust control measures

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

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

Allocation of Rs. 80 lacs&Rs. 20 lacs as capital cost & recurring cost respectively has been made for EMP & EMS.

25. Details of ecofriendly building materials

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

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

Sanitation facilities, maintaining hygienic condition at the project site to avoid health problems, safe drinking water, PPEs, first aid room with first aid kit & welfare facilities as per the Gujarat Building & Other Construction Workers Rules.


Copy of Rajkot Municipal Corporation’s order shows that the land is allotted for EWS aavas.

During the meeting, the project proponent was suggested to increase the parking area provision for the project and to provide adequate storage facility. After detailed discussion, it was decided to consider the project only after submission of the following:

1. Revised details with increased parking area provision along with the parking plans & back up calculation. Bifurcation of the parking area provision in terms of parking area to be provided in hollow plinth and as open surface parking.

2. Copy of permission obtained from Airports Authority of India.

5. Smart Ghar- 5 T.P.S. No. 31, F.P. No. 31/2, R.S. No. 22/p, Bhagwati Para, Rajkot.



Sr.No. Particulars Details


2. Type of Residential

Page 17 of 102


Page 17 of 102

Project


8 (a)


Proposed Building Construction project of Smart Ghar-5, under affordable housing scheme of Pradhan Mantri Avas Yojana


Pradhan Mantri Aavas Yojana RMC


Rs. 37.27Crores


No,


• FSI area (m2):21,415.54

• Total BUA (m2):27,079.40


FSI Area (m2) 31,700.40 21,415.54


Common Plot Area (m2) 1,056.60 847.04

Max. building height (m2) 30 m 23.87 m

9. Building Details


• No. of Blocks:7

• Scope of buildings/blocks: Hollow Plinth+ 7 floors

• No.& size of Residential Units: 544 flats

• No. & type of Commercial Units: None

• Details of amenities if any: ---


2720 occupants



• Source of water: Water supply from Rajkot Municipal Corporation (RMC)


• Mode of disposal: Into RMC drainage line.


Page 18 of 102


Page 18 of 102





• Mode of disposal: Sewage to be generated will be discharged into the drainage line of RMC.






Generation (m3)






Construction debris






Type of waste




Dry waste 489.6 White bins Municipal bins

Wet waste 1142.4 Green Bins Will be treated in the proposed onsite OWC.

STP Sludge - -



• Landfill site where waste will be ultimately disposed by local authority: at the nearest waste collection point of RMC

15. Parking Details

• Total parking area requirement for the project as per GDCR: 2,355.71 m2


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

Page 19 of 102


Page 19 of 102

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

• Total Parking area provided (m2) & No. of CPS:3,853.32 m2 & 140 CPS.

• Parking area provided as open surface (m2) & No. of CPS: 226.34 m2 & 10

• Parking area provided as hollow plinth (m2) & No. of CPS: 3,627.17 m2 & 130



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


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



Maximum use of natural lighting through architectural design, energy efficient motors & pumps, water efficient taps, solar lights in open & landscape areas, use of aerated blocks & RMC, use of LED lighting fixtures and low voltage lighting, roof-top thermal insulation, rain water harvesting & ground water recharge through 3 nos. of percolating wells etc.


• Power supply: Maximum demand: 2200 KVA Connected load: 2200 KVA Source: PasschimGujarat Vij Company Ltd

• % of saving with calculations: ~40% by use of LEDs, solar street lights and star rated energy efficient electronic consumer durables

• DG Sets: No. and capacity of the DG sets:1 X 200 KVA Fuel & its quantity: HSD, 50 litre/hr


• During the construction phase: Provision of Personal Protective




• During operation phase: Fire extinguishers, hose reel, wet riser, manually

operated electric fire alarm system etc. will be provided.



No. of floors

Floor area m2

No. of staircase

Width of the staircase (m)

Travel distance (m)

Type A1 to A3 HP+7 468.24 1 2.0 22

Type A4 HP+7 468.24 1 2.0 22

Type B1 to B3 HP+7 394.91 1 2.0 22



• No. & dimensions of RWH tank(s) : 1 No and 5.2m X 5.5 m X 1.8 m

• No. and depth of percolations wells : 3 nos and 10 m


Page 20 of 102


Page 20 of 102


• Tree covered area (m2) :500.96



• Total Green Area (m2):636.96





24.








Copy of Rajkot Municipal Corporation’s order shows that the land is allotted for EWS aavas.

During the meeting, it was presented that the project site is at a distance of 200 m from Aji river.The

project proponent was suggested to provide STP for treatment of sewage to be generated during the

operation phase, to reuse treated sewage within premises and to increase the parking area provision for

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

of the following:










Page 21 of 102


Page 21 of 102

plans.

6. Radhe Kutir and Heights

Survey No. 52/1/1/P2, 52/4/1, 52/4/2, 52/5/P.,F.P.No. 57, 61/1, 61/2, 62, T.P.S.No. 80 (Bhat Sughad), Bhat, Gandhinagar



Sr. No.

Particulars Details

6. Proposal is for New Project

7. Type of Project Residential


8(a)


"RadheKutir and Heights"


Alpeshbhai Patel


3000 Lakhs


Yes, construction work for 35 row houses is completed.

13. Project Details • Land / Plot Area (m2) : 10,730.0

• FSI area (m2): 17,957.75

• Total BUA (m2): 24,463.23


FSI Area(m2) 19,314.0 17,957.75

Ground Coverage(m2) -- 3,863.20

Common Plot Area(m2) 1,073.0 1,078.89

Max. building height(m) -- 44.37

14. Building Details • No. of Buildings: 2 residential buildings + 35 row houses

• No. of Blocks: 7 Nos.

• Scope of buildings/blocks: Residential buildings - 2 level basement + Hollow plinth +13 Floors, row houses – Ground floor +2 floors.

• No.& size of Residential Units: 78 flats + 35 row houses

• Details of amenities if any:


500 users with floating population

16. Water & waste water details during

• Water requirement (KL/day): 30

• Source of water: Local water tankers.


Page 22 of 102


Page 22 of 102

construction phase

• Mode of disposal: Into soak pit through septic tank

• Details of reuse of water, if any:



• Source of water: Water supply from Ahmedabad Urban Development Authority (AUDA)


• Mode of disposal: Into drainage line of AUDA.


Availableat nearbyarea.



Generation (m3)



Top Soil 2,000.0 2,000.0 Green Belt Development


14,500.0 4,550.0m3will be used for internal roads &other paved areas, back filling

Remaining will be handed over to AUDA /AMC

Construction debris

670 670 Back filling &internal road development

Steel scrap 2.10 MT -- Sold to venders


325 150 Sold to venders


Type of waste




Dry waste 135.50 Into bins to be provided within premises

Final collection & disposal through agency appointed by AUDA.

Wet waste 90.40

STP Sludge NA NA NA

• Details of segregation if to be done:

• Capacity and no. of community bins to be placed within premises: 15 bins of 80 L capacity will be provided.

20. Parking Details • Total parking area requirement for the project as per GDCR: 4,226.81 m2


• Total number of CPS requirement for the project as per NBC : 113 CPS

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

• Total Parking area provided (m2) & No. of CPS: 5,575.0 m2&188 CPS

• Parking area provided in basement (m2) & No. of CPS: 3,825.0 m2& 119

CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 750.0 m2& 26

Page 23 of 102


Page 23 of 102

CPS

• Parking area provided as open surface parking (m2) & No. of CPS: 1000

m2& 43CPS

• Car parking space has been provided in each individual row house.


• Width of adjacent public roads: 18.0 m.

• Number of Entry & Exit provided on approach road/s: one gate will be

provided.



tender (excluding the width for the plantation): 6 m near high rise buildings

& 3 m near row houses.

• Width of internal roads: 7.5 m & 6 m


Energy efficient electrical appliances will be provided like CFL & PL,

maximum use of natural day light through proper building orientation, rain

water harvesting & ground water recharge etc.


• Power supply:

Maximum demand: 1.0 MW

Connected load: 0.8 MW

Source: Uttar Gujarat Vijli Company Ltd.

• Energy saving by measures: 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:

No. and capacity of the DG sets: 2 X 120 KVA

Fuel & its quantity: 30 Lit. / Hr. Of HSD


Two underground water storage tanks of 100 KL,overhead tanks of 20 KL,fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system etc.



No. of floors Floor area (m2)

No. of staircase


Travel distance (m)

Block A 2B+HP+13 485.84 1 1.52 18.76

Block B 2B+HP+13 285.22 1 1.52 13.55

One staircase of 1.2 m width will be provided in each row house.


• Level of the Ground water table: 150 Ft.

• No. & dimensions of RWH tank(s) :

• No. and depth of percolations wells: 03 Nos.

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

Page 24 of 102


Page 24 of 102


• Tree covered area (m2) : 300.0

• Lawn covered area (m2): 750.0

• Total Green Area (m2): 1,078.89

• Green Area % of plot area: 10.00 %

• No. of trees and species to be planted: 161 Nos.

28. --


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.


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


Copies of village form no. 7 submitted for 52/4/1, 52/4/2& 52/5/P show that

the land for residential use is in the name of the applicant & others. Copy of

village form no.7 submitted for 52/1/1/p shows that the land for residential

use is in the name of Radhe Developers through its partner other than the

applicant. Copy of partnership deed of Radhe Developers submitted shows

that the applicant is one of the partners of Radhe Developers. .

During the meeting, it was observed that construction work for the row houses is almost completed. While

asking by the committee, it was clarified that Initially they have planned to construct 35 row houses only

comprising of built up area less than 20,000 m2, for which they have got plans approved for 35 row houses

as well as obtained rajachiththi from GUDA for starting construction work for the same. Afterwards they

have purchased adjacent land and got benefit of additional FSI due to adjacent land available with them.

After the availability of the additional land & additional FSI, the built up area of the project increased

beyond 20,000 m2. It was presented that in addition to the existing constructed row houses, they are

planning to expand the project with2 residential buildings of 13 floors and construction work for the

proposed residential buildings has not been started. The project proponent was suggested to provide STP

for treatment of sewage to be generated during the operation phase, to reuse treated sewage within

premises, to segregate the solid waste at source and to provide in-house Organic Waste Convertor for

treatment of organic waste to be generated during the operation phase. After detailed discussion, it was

decided to consider the project only after satisfactory submission of the following:

1. Project plans approved by concerned authority and a copy of permission (Rajachiththi) obtained from

Page 25 of 102


Page 25 of 102

the concerned authority for construction of the existing row houses.

2. Layout plan showing the existing constructed row houses& proposed buildings in different colour codes.

3. Date of starting the construction activity at the project site. Details of the construction work completed in terms of the percentage of the total construction area of the project.

4. Detailed justification for initiating the construction activity for the proposed project with all the relevant supporting documents and as to why the construction activity started by them should not be considered as violation of the EIA Notification-2006.

5. Recent photographs showing the date and current status of the project site.

6. Documents showing the purchase of the adjacent land along with land possession documents.

7. Notarized undertaking stating the project proponent shall maintain the status quo and shall resume the construction activity for the project only after obtaining Environmental Clearance from SEIAA.

8. Proposal for providing STP for treatment of sewage to be generated during the operation phase. Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time, other technical parameters etc. along with the plan & budget allocation for its installation, operation & maintenance. Quality of treated sewage and application wise break-up of treated sewage quantitytobe recycled / reused in flushing & green belt development, its location on the layout plan, STP sludge management plan etc.

9. Revised water balance details considering the reuse of treated sewage for purposes like flushing, gardening etc. within premises.

10. Proposal for segregation of solid waste to be generated during the operation phase and to install in

house Organic Waste Converter (OWC). Details of the OWC like its capacity, type, its location on the

layout plan, cost of installation, operation & maintenance, end product management plan etc. should

be submitted.


7. Subahu Enterprise LLP Plot No. 62/p, 63/p of T.P.S. No. 9 (Rajpur- Hirpur), of Rakhial (Sim), Sub Plot no. A/1/p, F.P.No. (24, 29, 62, 63)/p (also identified as A/1/2/P of F.P.No. (24, 29, 62, 63)/p) Rakhial, Maninagar, Ahmedabad



Sr. No.

Particulars Details


2. Type of Project Residential & Commercial


8 (a)

4. Name of the project Residential & Commercial

5. Name of Developer Subahu Enterprises LLP

6. Estimated Project 200 Crores

Page 26 of 102


Page 26 of 102

Cost (Rs. In Crores)


No


• FSI area (m2):89,189.0

• Total BUA (m2):1,44,379.40


FSI Area (m2) 90,668.0 89,189.0



Max. building height (m) 45.0 45.0

9. Building Details • No. of Buildings:7

• No. of Blocks:7

• Scope of buildings/blocks: Basement + Ground floor (parking & shops) + 14 floors.


• No. & type of Commercial Units: 62 shops

• Details of amenities if any: one society office







• Mode of disposal: Soak pit



• Total water requirement (KL/day): 921.87


• Source of water: Water supply from AMC


• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged into the drainage line of AMC.

• In case of STP provision, capacity of STP: Yes, 2 X 400 KL/day

• STP Technology: STP with MBBR reactor

• Purposes for treated sewage utilization: Flushing & Gardening

• Quantity of treated sewage to be reused:1.Gardening (KL/day):12.69 2. Flushing (KL/day):275.83


• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated sewage will be discharged

Page 27 of 102


Page 27 of 102

into the drainage line of AMC.





Construction Phase:

Generation (m3)



Top Soil 3,250.0 3,250.0 Will be used for greenbelt development.


61,750.0 29,250.0 m3 will be used for back filling and raising plinth level.

Remaining will be send to their other project site for filling up of the low lying areas.

Construction debris

1,500.0 500.0 m3 will be used for development of internal road and back filling.

Balance debris will be handed over to AMC




Operation Phase:

Type of waste




Dry waste 1,460.48 White bins Sold to vendors

Wet waste 2,190.72 Green Bins Will be treated in OWC

STP Sludge What so ever Municipal bins

• Details of segregation if to be done: yes, as above.


• Landfill site where waste will be ultimately disposed by local authority: at the nearest waste collection point of AMC.



• Parking area requirement for Commercial units as per GDCR: 1,250.15 m2


Page 28 of 102


Page 28 of 102

• Total Parking area provided (m2) & No. of CPS: 30,614.0 m2 & 1036 CPS

• Parking area provided in basement (m2) & No. of ECS: 19,789.0 m2 & 618 CPS

• Parking area provided as open surface (m2) & No. of CPS: 4,200.0 m2

& 182 CPS

• Parking area provided as hollow plinth (m2) & No. of CPS: 6,625.0 m2

& 236 CPS

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




• Width of all internal roads: minimum 6.0 m


Maximum use of natural lighting through architectural design, energy efficient motors & pumps, water efficient taps, solar lights in open & landscape areas – 45 solar street lights, roof top solar panel, use of aerated blocks & RMC, use of LED lighting fixtures and low voltage lighting, roof-top thermal insulation, rain water harvesting & ground water recharge through 6 nos. of percolating wells, provision of STP & reuse of treated sewage etc.


• Power supply: Maximum demand: 7500 KVA Connected load: 8000 KVA Source: Torrent Power Limited

• % of saving with calculations: ~40% by use of LEDs, solar lights, solar panels and star rated energy efficient electronic consumer durables

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



• During the 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, wet riser, manually operated electric fire alarm system, automatic sprinkler system in basement, underground static water storage tank-300 KL capacity, terrace tank -140 KL capacity (total capacity), pump near underground static water storage tank (fire pump) with minimum pressure of 3.5 kg/cm2 at terrace level one electric and one diesel pump of capacity 2 280 lit/min and one electric pump of capacity 180 lit/min etc.

Page 29 of 102


Page 29 of 102



No. of floors Floor area

(m2) No. of

staircase


(m)

Travel distance

(m)

A B+G+14 646 2 2.0 22

B B+G+14 1163 2 2.0 28

C B+G+14 904 2 2.0 26

D B+G+14 904 2 2.0 26

E B+G+14 775 2 2.0 25

F B+G+14 1163 2 2.0 28

G B+G+14 646 2 2.0 22


• Level of the Ground water table: 8.5 m


• No. and depth of percolations wells : 6 no and 7 m


22. Green area details • Tree covered area (m2) :906.38

• Area covered by shrubs and bushes (m2):267.0

• Lawn covered area (m2):2,000.0




23. Dust control Measures


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

Allocation of Rs. 80 lacs &Rs. 14 lacs as capital cost & recurring cost respectively has been made for EMP & EMS.






Copy of Register sale deed submitted by them show that the land is in the name of the applicant M/s Subahu Enterprise.

During the meeting, it was presented that out of total 39 existing trees within premises, 16 trees will be cut.

The project proponent was asked to obtain necessary prior permission from concerned competent

authority for cutting the trees. Zoning certificate obtained from Ahmedabad Municipal Corporation shows

that the project site falls in the Transit Oriented Zone. Copy of permission obtained from Airports Authority

of India, for the permissible building height of 85.05 m above ground level, has been submitted. The

project proponent was suggested to increase the parking area provision for the project. After detailed

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

1. Revised details of increased parking area provision for the project with back up calculation & parking

Page 30 of 102


Page 30 of 102

plans.

8. Pramukh Glory Survey No. 667/1/p, 667/2, OP/FP No. 129, 130, Uvarsad, Gandhinagar




1. Proposal for New Project

2. Type of Project Residential and Commercial


8 (a)


Pramukh Glory


PSY Enterprise


62.93


No


• FSI area (m2):20,338.04

• Total BUA (m2):31,087.15


FSI Area (m2) 18,715.0 18,588.



Max. building height (m) -- 26.0

9. Building Details • No. of buildings:6

• No. of Blocks:12

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

• No. & size of Commercial Units: 43

• No. & type of Residential Units: 336

10. No. of expected employees / users

For commercial Blocks: about 86 Expected residential users:1680

11. Water & waste water details during construction

• Water requirement (KL/day):17.11



• Mode of disposal: Septic tank and soak pit

Page 31 of 102


Page 31 of 102

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


• Fresh water requirement (KL/day):301.11

• Source of water: Water supply from Gandhinagar Urban Development Authority (GUDA)


• Mode of disposal: Into drainage line of GUDA


GUDA- source of water supply Drainage line of GUDA



Generation Quantity to be reused


Top Soil (cum)

1,400 750 m3 will be used for greenbelt

development

Balance quantity of 650 cum to supply to other project sites.

Other excavated earth (cum)

11,000 3,500 m3 will be used for

back filling & plinth filling.

Balance quantity of 7,500 cum to supply to other low-lying areas

Construction debris (MT)

3.00 3.00 To re use for internal road development

Steel scrap (MT)

7.50 7.50 To sell to scrap vender


1,25,000 nos. - To sell to scrap vender


Type of waste




Dry waste

387

Into bins to be

provided to

each

individual unit.

GUDA approved

agent for collection

and disposal

Wet waste

96

Into bins to be

provided to

each

individual unit.

GUDA approved

agent for collection

and disposal

• Details of segregation if to be done: ---

• Capacity and no. of community bins to be placed within premises: 3 bins of 80 L capacity for commercial units and 20 bins of 80 L capacity for residential units.

15. Parking Details • Total parking area requirement for the project as per GDCR:3,308.92 m2


• Parking area requirement for Commercial units as per GDCR:368.88 m2

Page 32 of 102


Page 32 of 102


• Total Parking area provided m2& No. of CPS:7,201.77 m2 & 249

• Parking area provided in basement m2 & No. of CPS: 3,366.83 m2 & 105 CPS.

• Parking area provided in hollow plinth m2 & No. of CPS: 2,880.04 m2 & 102 CPS.

• Parking area provided as open surface m2 & No. of CPS: 954.90 m2 & 42 CPS.


• Width of adjacent public roads:30 m and 12 m

• Number of Entry & Exit provided on approach road/s:2 gates will be provided.

• Width of Entry & Exit provided on approach road/s: 9 m & 7.5 m

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

• Width of all internal roads:9.0 m, 7.50 m




• Power supply: Maximum demand: 2200 KW Connected load: Source: UGVCL.

• Energy saving measures: energy efficient lighting like LED, CFL for common lighting, energy efficient lifts etc.

• DG Sets: Not Applicable


• During Construction Phase: Provision of Personal Protective Equipment’s (PPEs) and its usage shall be ensured & supervised.

• During Operation Phase: Provision of Underground Fire Water Storage Tank of 100 KL capacity, overhead fire water tank, fire extinguishers, fire hydrants etc.

• Nearest Fire Station: Gandhinagar Fire station Distance from the fire station: 7.9 km

• Time required for the fire tender to reach at the project site: 20 min



No. of floors Floor area No. of

staircase Width of the

staircase Travel distance

(m)

Block A + B +C

B+HP+7

690.08 3 1.50 < 25

Block D 242.42 1 1.50 < 25

Block E + F 460.67 2 1.50 < 25

Block G + H 460.67 2 1.50 < 25

Block I + J 482.43 2 1.50 < 25

Block K + L 463.77 2 1.50 < 25


• Level of the Ground water table:>30 m

• No. & dimensions of RWH tank(s):-

• No. and depth of percolations wells:3

Page 33 of 102


Page 33 of 102

• Details on Pre-treatment facilities:


• Tree covered area (m2):832.25

• Area covered by shrubs and bushes (m2):covered in lawn covered area

• Lawn covered area (m2):same as Common plot area


• Green Area % of plot area:10%

• No. of trees and species to be planted:125 trees like Limbdo, Asopalav, DesiBadam and Gulmohar

23.


Capital cost of Rs. 21 lacs and recurring cost of Rs. 1 lacs.









27. Documents related to land possession

Copies of village form no. 7 submitted show that land for residential use is in the name of PSY organizer through Mr. Nilay Desai.

During the meeting, It was presented that none of the existing trees, which are at the periphery, will be cut.

The project proponent was suggested to provide STP for treatment of sewage to be generated during the

operation phase, to reuse treated sewage within premises, to utilize solar energy at the extent possible, to

provide in-house Organic Waste Convertor for treatment of organic waste to be generated during the

operation phase, to provide D.G.sets and to increase the parking area provision for the project. After

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








Page 34 of 102


Page 34 of 102



plans.





6. Details of the D.G. sets including its capacity, fuel, quantity, stack height, location as well as the

acoustic measures proposed to abate noise pollution.

9. Khushi Developers Survey No. 32/1/P1, Plot No. 1, Gangotri, Park Main Road, Rajkot



Sr. No. Particulars Details


2. Type of Project Residential project


8 (a)


Residential Building

5. Name of Developer Khushi Developers


Rs. 60Crore


No


• FSI area (m2): 16,331.73

• Total BUA (m2): 22,300.83


FSI Area, (m2) 16,332.11 16,331.73

Ground Coverage, (m2) - 1,509.0

Common Plot Area, (m2) 604.89 606.90

Max. building height, (m) - 51.8



• Scope of buildings/blocks: Basement + Hollow plinth + 15 floors.

Page 35 of 102


Page 35 of 102

• No. of Residential units: 176



880 persons



• Source of water: Local water tankers


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








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

flushing purpose within premises and remaining quantity of treated

sewage will be discharged into the drainage line of RMC.

• Purposes for treated sewage utilization: Gardening and Flushing

• Capacity of proposed STP: 150 KLD

• STP technology: MBBR technology

• Quantity of treated sewage to be reused:1.Gardening (KL/day): 6.0,

2. Flushing (KL/day): 40.0

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

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

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

Treated sewage will be reused for gardening & flushing purpose

within premises and remaining quantity of treated sewage will be

discharged into the drainage line of RMC.



Water supply & drainage connection will be provided by RMC.



Description Generation (kg/day)

Quantity to be reused (kg/day)


Top Soil 1,500 1,500

For garden development

Other excavated earth 2000 2000

50 % reuse for back filling &50 % for internal road development

Construction debris 15.0

30% reuse for development of internal road &

Send to the nearest collection point

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Page 36 of 102

pavement. of RMC

Steel scrap 15.0 30% reuse

Sell to recyclers Discarded packing materials

6.0 -

Total solid waste will be (50 workers x 500 gm/person/) 25 kg/day


Type of waste


Mode of waste collection (Kg/day)


Dry waste & Wet waste

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

The recyclable waste will be sold off to recyclers. The bio-degradable waste to be generated will be treated in onsite waste to compost machine and compost will be used in gardening. Other waste will be disposed off through the agency appointed by RMC.

• Details of segregation if to be done: collection of wet and dry waste will be in different buckets.

• Capacity and no. of community bins to be placed within premises: No of Bins: 48 bins of 80 Lit each

• Landfill site where waste will be ultimately disposed by local authority: will be send to the nearest MSW dumping/landfill site of RMC.

15. Parking Details • Total parking area requirement for the residential project as per GDCR: 3,266.42 m2

• Total number of CPS requirement for the residential project as per NBC:176 CPS

• Total Parking area provided (m2) & No. of CPS: 4,752.8 m2& 176 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,907.0 m2

& 68 CPS

• Parking area provided as open surface parking(m2) & No. of CPS: 1,503.07 m2 & 66 CPS

• Parking area provided in Basement (m2) & No. of CPS: 1,342.73 m2

& 42 CPS



• Number of Entry & Exit provided on approach road/s: two gates with separate entry & exit will be provided.

• Width of Entry & Exit provided on approach road/s: 4.5 entry + 4.5

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exit.


• Width of all internal roads: 6 m


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

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

pipeline, ground water recharge through rain water harvesting system

etc.


• Power supply: Maximum demand: 200 HP

Connected load: - 200 HP

Source : PGVCL

Energy saving measures: Use of transformers and motors having

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

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

cooling requirement will be used for the walls and ceiling, solar

common street lights, solar geysers etc.

• DG Sets:

No.& capacity of DG set: 1 x 82.5 KVA

Fuel & Quantity: HSD (12 lits/hr)


Fire extinguishers & fire alarm at each floor, hose reel, wet riser, yard

hydrant, automatic detection & alarm system, fire hydrant,

underground water tank of 50 KL & overhead tank of 20KL on each

block etc.



No. of floors Floor area

(m2) No. of

staircase Width of the staircase (m)

Travel distance (m)

Block A B+HP+15 363.2 1 2.0 < 25

Block B B+HP+15 363.2 1 2.0 < 25

Block C B+HP+15 363.2 1 2.0 < 25


• Level of the Ground water table: 13 m below ground level

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

• Details on Pre-treatment facilities : --



• Area covered by shrubs and bushes (m2): included in lawn covered area



• Green Area % of plot area: 6 %

• No. of trees and species to be planted: 300

23.

Budgetary allocation for Environmental Management

• Green belt development : 22 Lacs

• STP, Drainage and rain water harvesting: 33 lacs

• Solar and energy saving: 20 lacs

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Page 38 of 102

Plan (Rs. in lacs)

• Waste to Compost machine: 15 lacs

• Total: 90 Lacs


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

suitable covering such as tarpaulin. Water sprinkling on roads &

construction material except cement.


Fly ash bricks & aerated block for wall partition, paving blocks in parking

areas & walk way, RMC (Ready Mix Concrete) for flooring, foundation,

lead free paints for wall & ceiling.

26. Details of

amenities to be

provided to

construction

workers.

All the basic facilities like tap water, sanitation & drinking water, first aid box, free medicines & doctor service, adequate PPE’s etc.

27. Documents

related to land

possession.

Copy of registered sale deed submitted shows that the land is in the name of M/s Khushi Developers. NA permission for residential use has been obtained by old land owner.

During the meeting, a copy of application made for obtaining permission from Airports Authority of India

was submitted. The project proponent was suggested to increase the parking area provision for the project

by increasing the basement area, to which the project proponent was also agreed. After detailed


1. Revised details with increased parking area provision for the project considering the increased

basement area. Revised Form-I & project plans to be submitted with increased built up area of the

project.

10. Opera Icon R.S.No. 86, O.P.No. 46, F.P.No. 75, TPS. No. 48,

Katargam, Surat Screening / scoping & appraisal.

The project proponent did not remain present during the meeting.

11. Park Avenue O.P.No. 38, F.P.No. 38, T.P.S. No. 73 (Utran), Block No. 64/1, Utran, Surat



Sr. No.

Particulars Details




8(a)

4. Name of the Park Avenue

Page 39 of 102


Page 39 of 102

project


Mr. Sandipbhai Dhirubhai.


Rs. 300 crores


No

8. Project Details • Land / Plot Area (m²): 6,862.0

• FSI area (m2): 25,896.50

• Total BUA (m2): 42,923.39


FSI Area (m²) 25,896.50 25,896.50

Ground Coverage (m²) 2,089.30 2,089.30

Common Plot Area (m²) 686.20 689.40


9. Building Details

• No. of Buildings:-5

• Scope of buildings/blocks: 2 Level basement + Hollow plinth +14 floors

• No.& size of Residential Units: 280 units

• Details of amenities if any: Club house and jogging track


1,400



• Source of water: Water supply from SMC


• Mode of disposal: Disposal through SMC drainage line


• Total Water requirement (KL/day): 180.0







sewage will be discharged into the drainage line of SMC.

• In case of STP provision, capacity of STP:- 150 KL/day

• STP Technology:- FMR technology

• Purposes for treated sewage utilization: -Flushing and gardening.

Page 40 of 102


Page 40 of 102

• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 4.0.


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

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


Treated sewage will be reused for gardening & flushing purpose within

premises and remaining quantity of treated sewage will be discharged

into the drainage line of SMC.

• Mode of disposal: as above.

13 Status of water supply and drainage line

Both drainage and water supply lines are existing at site.

14 Solid waste Management


Generation (m3)



Top Soil 686.0 560.0 560.0 m3 excavated top soil will be utilized for greenbelt development.


38828.33 7,205.1 7,205.1m3 excavated soil will be utilized for back filling with in site. Excess soil of 31,749.23 m3 & remaining top soil will be utilized at other project site after obtaining necessary permission if any.

Construction debris

15 kg/day Nil Sold off to recyclers

Steel scrap 15 kg/day


6 kg/day


Type of waste




Dry waste 178 Into bins to be provided within premises.

Organic waste will be treated in the proposed onsite OWC. Recyclable waste will be sold to vendors whereas the other garbage will be

Wet waste 200

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disposed off through door to door waste collection system of SMC.

• Details of segregation if to be done:For Solid waste segregation at

source will be adopted and wet waste will be processed within premises

using OWC, recyclable waste will be sold to recycler.

• Capacity and no. of community bins to be placed within premises: 2 nos

of bin having capacity of 50 kg each for dry waste and 50 kg for wet

waste will be provided to each building.

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

Khajod Disposal Site

15 Parking Details • Total parking area requirement for the project as per GDCR:5,179.30 m²

• Parking area requirement for residential units as per GDCR: 5,179.30 m²


• Total Parking area provided (m²) & No. of CPS: 12,962.12 m² and 414

CPS

• Parking area provided in basement (m²) & No. of CPS: 10,805.90 m² and

337 CPS

• Parking area provided in hollow plinth (m²) & No. of CPS: 2,156.22 m²

and 77 CPS

16 Traffic Management


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

• Width of Entry & Exit provided on approach road/s:9 m& 8 m

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

fire tender (excluding the width for the plantation): 6 m except near

transformer.

• Width of all internal roads: 9 m & 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 & ground water recharge, maximum utilization of natural light, roof-top thermal insulation, LED lighting fixtures in the common areas, appropriate design to shut out excess heat and gain loss, use of solar energy in external lighting (landscape lighting), use of aerated blocks etc.

18 Energy Requirement, Source and Conservation

• Power supply:

Maximum demand:1400 KW

Connected load:1500 KW

Source: DGVCL

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

thermal insulation, LED lighting fixtures in the common areas,

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

energy in external lighting (landscape lighting),use of aerated blocks etc.

Page 42 of 102


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• DG Sets:

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

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

19 Fire and Life Safety Measures

• During the construction phase: Fire extinguishers at various locations

and can be easily accessible, to keep printed board showing important

telephone number of fire, ambulance, hospital etc. training to the

workers on safety aspects, first aid box at identified places within

premise, doctor & ambulance services, provision of PPE’s like helmet,

gumboot/safety net, safety goggles etc.

• During the operation phase: Fire extinguishers on each floor & in the

basement, wet riser opening at each floor, manually operated electric fire

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

underground water tank of 100 KL, smoke detectors etc.

• Nearest fire station: Varachha fire station.

Distance from project site: 3.0 Km.

20 Details on staircase


No. of floors

Floor area

No. of staircase


Travel distance (m)

A,B,C, D & E 2B+HP+14 369.95 1 2.0 m Less than 15 m

21 Rain Water Harvesting (RWH)


• 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) : 450.0

• Area covered by shrubs and bushes (m2): included in lawn covered

area.

• Lawn covered area (m²): 350.0

• Total Green Area (m²): 800.0


• No. of trees and species to be planted: 134 trees of Asopalav, Kadam,

Gulmohar, Jambu, Badam, Gunda, Rayan etc.

23


Green belt development : 10 Lacs Drainage and rain water harvesting: 40 lacs Solar and energy saving: 30 lacs STP & dual plumbing: 35 lacs Total: 115 Lacs

24 Proposed dust control measures during the construction

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.

Page 43 of 102


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phase

25 Eco friendly building material usage details.

Fly ash bricks & aerated block, paving blocks, RMC (Ready Mix Concrete), lead free paints etc.

26 Facilities to be provided to the construction workers

Sanitation facilities, drinking water & tap water, sewage disposal facility, first aid box, free medicines, doctor service, adequate PPEs etc.

27 Document related to Land possession

Copy of NA order submitted shows that the land for residential use is in the name of applicant Mr. Sandipbhai Dhirubhai.

During the meeting, it was found that a copy of permission obtained from Urban Development & Urban

Housing Department for proposed FSI of 25,896.50 m2 & ground coverage of 2,089.30 m2 has been

submitted along with the application. Copy of permission obtained from Airports Authority of India for

permissible building height of 100.0 m above ground level has been submitted. The project proponent was

suggested to provide unobstructed peripheral margin of 6 m by shifting the location of transformer. Project

proponent replied that provision of transformer is a permissible activity in margin space. After detailed


1. Layout plan showing provision of clear cut margin space all along the periphery/ boundary wall for

unobstructed movement of vehicles during the emergency situations.

12. Riddhi Siddhi Infraspace LLP (Commercial Project)

Block No. 357, 359, 360, 361, 362, 366, DTPS No. 3, F.P.No. 58, 60/1, DTPS No. 3, Bopal, Ahmedabad



Sr. No.

Particulars Details


2. Type of Project Commercial


8 (a)


Commercial Project


M/s. Riddhi Siddhi Infraspace LLP


180 Crores

7. Whether No

Page 44 of 102


Page 44 of 102

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

8. Project Details • Total land / plot area (m2): 57,596.0

• Area to be used for the proposed development (m2): 15,666.0

• FSI area (m2): 62,298.20

• Total BUA (m2):1,06,419.93


FSI Area (m2) 62,664.0 62,298.20



Max. building height (m) 45 25

9. Building Details • No. of Buildings:1

• No. of Blocks:1

• Scope of buildings/blocks: Commercial building- 3 level basement +

ground floor + 6 floors

• No. & type of Commercial Units: 643 Shops , 600 Seat in Multiplex and

400 Seat in Restaurant & Food Court

• Details of amenities if any: No







• Mode of disposal: septic tank





• Source of water: Water supply from Ahmedabad Urban Development

Authority (AUDA).



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


sewage will be discharged into the drainage line of AUDA.

• In case of STP provision, capacity of STP: Yes, 250 KL/day

• STP Technology: STP with MBBR reactor

• Purposes for treated sewage utilization: Flushing & Gardening

• Quantity of treated sewage to be reused:1.Gardening (KL/day):12.53

2. Flushing (KL/day):147.0

Page 45 of 102


Page 45 of 102




Treated sewage will be used for gardening & flushing purpose within


into the drainage line of AUDA.



Available at site



Generation (m3)



Top Soil 4,500 4,500 Will be completely used in development of landscape area / greenbelt


1,45,500 52,500 m3 will be used for back filling and raising plinth level.

Balance earth will be used in other project

Construction debris

1100 400 m3 will be used for development of internal road.

Balance debris will be handed over to AUDA





Type of waste




Dry waste 768 White bins Sold to vendors

Wet waste 1153.2 Green Bins Will be treated in the onsite OWC

STP Sludge What so ever Compost

• Details of segregation if to be done: yes , as above.

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

and 20 number of community bins to be placed in common area

Page 46 of 102


Page 46 of 102


at the nearest MSW collection point of AMC.

15. Parking Details • Total parking area requirement for the project as per GDCR: 31,149.10

m2

• Parking area requirement for Commercial units as per GDCR:

31,149.10 m2



• Total Parking area provided (m2) & No. of CPS: 73,442.18 m2 & 2305

CPS

• Parking area provided in basement (m2) & No. of CPS: 33,846.09 m2 &

1057 CPS

• Parking area provided as open surface (m2) & No. of CPS:950 m2 &

41CPS

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

of CPS: 38,646.09 m2 & 1207 CPS (which includes 2 layer parking in 2nd

& 3rd basement having 3.8 m height and 3 layer parking in 1st basement

having 4.9 m height)


• Width of adjacent public roads: 36 m and 15.24 m wide road

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

be provided.

• Width of Entry & Exit provided on approach road/s:7.5 m & 4.5


fire tender (excluding the width for the plantation): 4.50 m

• Width of all internal roads: 7.5 m & 4.5 m


Maximum use of natural lighting through architectural design, energy

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

aerated blocks, use of LED lighting fixtures and low voltage lighting, 90

KW Solar Panel , solar lighting in open and landscape areas- 20 numbers

of solar lights, roof-top thermal insulation, water meters, rain water

harvesting & ground water recharge through 4 nos. of percolating wells,

provision of STP & reuse of treated sewage etc.


• Power supply:

Maximum demand: 4500 KVA

Connected load: 5000 KVA

Source: UGVCL

• % of saving with calculations: ~40% by use of LEDs, solar lights, solar

panels and star rated energy efficient electronic consumer durables

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

tabular form: only roof area

• DG Sets:

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Page 47 of 102

No. and capacity of the DG sets:2 X 125 KVA

Fuel & its quantity: HSD, 50 litre/hr


• During Construction Phase: Provision of Personal Protective




• During operation phase: Fire extinguishers, hose reel, manually

operated electric fire alarm system, wet riser, automatic sprinkler

system in basement and multiplex, underground static water storage

tank-300 KL capacity, terrace tank -60 KL capacity (total capacity),

pump near underground static water storage tank (fire pump) with

minimum pressure of 3.5 kg/cm2 at terrace level etc.



No. of floors

Floor area m2

No. of staircase


(m)

Travel distance

(m)

1 commercial

building 3B + G + 6 8,490.48 8 staircases 2.0 & 1.5 27


• Level of the Ground water table: 25 m

• No. & dimensions of RWH tank(s): 4 No and 2.5m X 2.0 m X 3.0 m

• No. and depth of percolations wells: 4 nos and 21 m

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



• Area covered by shrubs and bushes (m2):193.24




• No. of trees and species to be planted: 235 number of trees and

Limbdo, KaadoSiris, Jambu, Asopalav, DesiBadam and Gulmohar



24.


Allocation of Rs. 64.5 lacs & Rs.11.5 lacs as capital cost & recurring cost respectively has been made for EMP & EMS including green belt development, rain water harvesting / ground water recharge, solid waste management etc.


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

RMC, lead free paints etc.

26. Details of amenities to be

Sanitation facilities, maintaining hygienic condition at the project site to

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

Page 48 of 102


Page 48 of 102

provided to construction workers.

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

Construction Workers Rules.

27. Documents related to land possession

Copy of Sub-Registrar’s office Index submitted shows that NA land is in

the name of M/s Riddhi Siddhi Infraspace LLP.

During the meeting, it was found that the project proponent has submitted a copy of zoning certificate

obtained from Ahmedabad Urban Development Authority stating the project site falls in the Transit

Oriented Zone & Residential Affordable Housing Zone. Project proponent has submitted a notarized

undertaking stating that they will ensure through written agreement with the unit owners that there shall not

be any kind of manufacturing activity in the proposed commercial units and that any commercial unit will

not be sold / allotted for storage of chemicals, flammable substances, explosives, fire crackers or any other

material of hazardous characteristics. It was presented that the existing bungalow will be demolished for

the proposed development & the measures to be taken during the demolition process as well as demolition

waste management plan was presented & discussed during the meeting. Details of proposed mechanical

parking and provision of ventilation & lighting arrangement in basements were also discussed during the

meeting. It was presented that from the total 50 existing trees at the project site, 8 trees will be cut & 42

trees will be transplanted. The project proponent was asked to obtain necessary prior permission from

concerned competent authority for cutting the trees. After detailed discussion it was decided to consider

the project only after submission of the following:

1. Details & plan of emergency evacuation for the proposed project.

13. Dev Parijat Sr. No. 38/A/P, F.P.No. 13/1, T.P.S.No. 60 (Khodiyar), Daskroi, Ahmedabad



Sr. No.

Particulars Details


2. Type of Project Proposed Residential Building

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

8(a)

4. Name of the project Dev Parijat

5. Name of Developer Mr. Vipul Patel


50 crores

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

No

Page 49 of 102


Page 49 of 102

8. Project Details • Land /Plot Area (m2): 5,595.0

• FSI area (m2):15,106.50

• Total BUA (m2): 25,351.08


FSI Area(m2) 15,106.50 15,106.50


Common Plot Area(m2) 559.50 570.84

Max. building height(m) -- 45.0 m



• Scope of buildings/blocks: Basement + Hollow plinth + 14 floors


• No. & type of Commercial Units: --


864 nos.



• Source of water: Water tankers.



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





• Mode of disposal: Sewage will be discharged into the drainage line of Ahmedabad Urban Development Authority (AUDA).


Water supply & drainage line will be provided by AUDA.



Generation (m3)


Mode of Disposal /Reuse

Top Soil 500 500 Top soil to be generated will be used for greenbelt development.


11,500 11,500 Excavated surplus soil/earth will be reused in plinth filling; trench filling and reused in internal road making.

Construction debris

300 300 Construction debris will be refilled at low lying areas within the project premises.

Steel scrap

180 Kgs -- Sold off to recyclers

Page 50 of 102


Page 50 of 102


50 Kgs -- Sold off to recyclers


Type of waste




Dry waste 259.2 Into bins to be provided within premises.

Through agency appointed by AUDA

Wet waste

172.8 Into bins to be provided within premises.


STP Sludge

- --

• Details of segregation if to be done: No.

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

premises: Total 28 bins with 80 lit capacities will be provided.

• Landfill site where waste will be ultimately disposed by local

authority: at the nearest MSW dumping / landfill site of AUDA.


• Parking area requirement for residential units as per GDCR: 3,137.83 m2.

• Total Parking area provided (m2) & No. of CPS:5,854.34 m2 & 199 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,774.32 m2 & 63 CPS

• Parking area provided as open surface (m2) & No. of CPS: 724.39 m2 & 31 CPS

• Parking area provided in Basement (m2) & No. of CPS:3,355.63 m2 & 105 CPS

16. Traffic Management • Width of adjacent public roads: 18.0 m wide TP road.

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

• Width of Entry & Exit provided on approach road/s:7.50 m


• Width of all internal roads:7.50 m, 6.03 m


Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights.


• Power supply: Maximum demand: 1,300 KW

Connected load: 1,300 KW

Page 51 of 102


Page 51 of 102

Source: Gujarat Electricity Board (UGVCL)

Energy saving measures: Use of energy efficient electrical

appliances like CFL & PL, maximum use of natural light through

proper building orientation, solar panels to run common area

lighting etc.

• DG Sets: No. and capacity of the DG sets:2 x 125 KVA

Fuel & its quantity:HSD-30 lit/hr.


• Dedicated underground & terrace water tanks for firefighting1 x 100 KL & 4 x 50 KL respectively, fire extinguishers, fire alarms, hose reels, external hydrants & wet risers, automatic sprinkler system in basement, pumping arrangement system-riser with pressure pump, first aid box, displaying of important telephone numbers etc.

• Name of the nearest fire station: Chandkheda fire station Distance from the project site: About 7.0 Km Time required by the fire tender to reach the project site:8-12 minutes.

20. Details on staircase:

Type of block

Distance of stair case from the

farthest corner (m)

Floor area (m2)

Number of Stair case

Width of Stair case in

m

No. of floors

A, B, C, D 22.3 288.04 1 2.0 B+HP+14


• Level of the Ground water table:35m BGL

• No. & dimensions of RWH tank(s):Nil

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

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

22. Green area details • Tree covered area (m2): 350.52

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



• Green Area % of plot area:16.0%

• No. of trees and species to be planted: 90

23.


Allocation of Rs. 10.0 lacs has been proposed for water sprinklers, barricades, waste water & waste management, provision of PPEs etc. during the construction phase. Capital cost of Rs. 30 lacs and recurring cost of Rs.10.0 lacs has been proposed for installation of energy efficient appliances, green belt development, rain water harvesting & ground water recharge, waste water management, solid waste management etc. during the operation phase.

24. Dust control measures Water sprinkling, maintaining roads & trees to avoid dust

generation etc.


Fly ash & pozzolana cement will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces.

Page 52 of 102


Page 52 of 102

26. Details of basic amenities to be provided to construction workers.

Adequate sanitation facilities, drinking water, bins for collection of

municipal solid waste.


Copy of Sub-Registrar’s office index submitted shows that the land for residential use is in the name of M/s Soham Realty through its partner. Copy of partnership deed of M/s Soham Realty has been submitted which shows that the applicant Mr. Vipul Patel is one of the partners.

During the meeting, it was found that the project proponent has submitted a copy of permission obtained

from Airports Authority of India for permissible building height of 133.24 m above ground level. The project

proponent was suggested to provide STP for treatment of sewage to be generated during the operation

phase, to reuse treated sewage within premises, to increase parking area provision for the project, to

segregate the solid waste at source and to provide in-house Organic Waste Convertor for treatment of

organic waste to be generated during the operation phase. After detailed discussion, it was decided to

consider the project only after submission of the following:

1. Revised details on increased parking area provision for the project along with the parking plan & back up calculation.

2. Proposal for providing STP for treatment of sewage to be generated during the operation phase. Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time, other technical parameters etc. along with the plan & budget allocation for its installation, operation & maintenance. Quality of treated sewage and application wise break-up of treated sewage quantity to be recycled / reused in flushing & green belt development, its location on the layout plan, STP sludge management plan etc.

3. Revised water balance details considering the reuse of treated sewage for purposes like flushing, gardening etc. within premises.

4. Proposal for providing in house Organic Waste Converter (OWC). Details of the OWC like its capacity, type, its location on the layout plan, cost of installation, operation & maintenance, end product management plan etc. should be submitted.

5. Notarized consent of other partners of M/s Soham Realty regarding issuance of Environmental Clearance for the proposed project in the name of the applicant.

14. Dharmeshbhai D. Narola

Block No. 676, F.P. No. 137, O.P.No. 137, TPS No. 66 (Kosad- Variav), Surat



Sr. No.

Particulars Details


2. Type of Project Residential & Commercial


8(a)

Page 53 of 102


Page 53 of 102


Residential & Commercial project.


Dharmeshbhai D. Narola & others


30 Crore


No.


• FSI area (m2): 17,716.0

• Total BUA (m2): 23,928.65


FSI Area (m2) 18,466.55 17,716.0

Ground Coverage (m2) -- 2,770.77



9. Building Details • No. of Buildings: 6 Nos.


• Scope of buildings/blocks: Basement + ground floor (parking/shops) + 7 floors

• & size of Residential Units: 280 Nos.

• No. & type of Commercial Units: 22 Nos.

• Details of amenities if any: --


1260 nos. residential users



• Source of water: water supply from SMC


• Mode of disposal: disposal through onsite septic tank and soak pit

• Details of reuse of water, if any: washing water of construction equipments will be reused for curing.











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

facilities.

• Purposes for treated sewage utilization: Flushing and gardening.

• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 4.0.



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







Water supply & underground drainage lines are available in the area.



Generation (m3)



Top Soil 5,638 5,638 Excavated surplus

earth and construction

debris will be refilled

at low lying areas in

the project premises

and top soil will be

used for development

of greenbelt.


Construction debris

24 24

Steel scrap 3.8 MT 3.04 MT Disposal to recycler


1 MT -- Disposal to recycler


Type of waste




Dry waste 769.2 Kg Will be collected in the bins to be provided to each unit.

Organic waste will be processed within premises using OWC. Recycled waste will be disposed as per practice of SMC

Wet waste

• Details of segregation if to be done: The solid wastes generated will be segregated into biodegradable and non-biodegradable wastes and

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collected in separate bins.

• Capacity and no. of community bins to be placed within premises: 140 liter each; 10 nos. of bins;

• Landfill site where waste will be ultimately disposed by local authority: M.S.W will be finally transported to the disposal site at Khajod.




• Number of CPS requirement for commercial units as per NBC: 7 nos.

• Total Parking area provided (m2) & No. of CPS: 4,287.17 m2, 153 nos.

• Parking area provided in basement (m2) & No. of CPS: 1,611.39 m2, 50

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,857.48 m2, 67

• Parking area provided as open surface (m2) & No. of CPS: 818.30 m2, 36


• Width of adjacent public roads: 45 m wide road

• Number of Entry & Exit provided on approach road/s: One gate will be

provided.



fire tender (excluding the width for the plantation): 4 m

• Width of all internal roads: 7.5 m.


Maximum utilization of natural light, LED lighting fixtures in common areas,

use of solar energy in landscape lighting, rain water harvesting & ground

water recharge, provision of STP & reuse of treated sewage etc.


• Power supply

Maximum demand: 1500 KW

Connected load: --

• Source: D.G.V.C.L

• Energy saving measures: Maximum utilization of natural light, LED

lighting fixtures in common areas, use of solar energy in landscape

lighting, maximum use of aerated blocks etc.

• DG Sets:

No. and capacity of the DG sets:1 x 85 KVA

Fuel & its quantity: HSD, 12litre/hr.


Fire extinguishers, hose reel, wet riser, automatic sprinkler system in basement, manually operated electric fire alarm system, underground water tank of 75 KL capacity, terrace tank of 10 KL capacity etc.


Name of Building

No. of floors

Floor area

No. of staircase

Width of the staircase(m)

Travel distance (m)

A –B B+G+7 493.61 02 1.52 <30

C , D HP+7 242.72 01 1.52 <30

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E-F HP+7 506.89 02 1.52 <30

G-H , I-J HP+7 496.80 02 1.52 <30


• Level of the Ground water table: 60-80 ft

• No. & dimensions of RWH tank(s) :

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

• Details on Pre-treatment facilities : Gravity filter, MOC: PE



• Area covered by shrubs and bushes (m2): inclusive in lawn covered

area.




• No. of trees and species to be planted: 110 nos. of trees like Asopalav,

Gulamhor, Neem ,Badam etc.

23.


Budget allocation of Rs. 44.75 lacs is proposed for greenbelt development, ground water recharge, solar energy utilization, energy efficient lighting, solid waste management, STP, environment monitoring etc.


Vertical curtails, water sprinkling, covering the building materials with the

tarpaulin sheet etc.


Fly ash based bricks, Ready Mix Concrete, A.C.C Blocks will be used.

26. Amenities for the

construction

workers.

Sanitation facility, drinking water & tap water, soak pit for domestic waste

water collection, first aid box, free medicine, doctor service, PPEs etc.

27. Documents

related to land

possession.

Copies of village form no. 7/12 & NA order submitted show that the land for

residential & commercial use is in the name of the applicant & others.

Notarized consent of other land owners in favour of the applicant has been

submitted.

During the meeting, it was found that the project proponent has submitted a copy of NOC obtained from

Airports Authority of India stating that NOC for height clearance is not required. The project proponent was

suggested to increase the parking provision for the project and to provide unobstructed peripheral margin

by shifting the location of ramps. After detailed discussion, it was decided to consider the project only after

submission of the following:

1. Layout plan showing provision of clear cut margin space all along the periphery/ boundary wall for unobstructed movement of vehicles during the emergency situations.

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2. Revised details on increased parking area provision for the project along with the parking plan & back up calculation.

15. Jasmatbhai N. Vidiya (Shantivan residency)

New R.S. No. 203, 204 & 205/1 (Old R.S. No. 261, 281/p & 258), O.P.No. 17, 20 & 40, F.P.No. 17 & 20, 40, T.P.S.No. 54 (Bhestan), Surat


The SEIAA, Gujarat has accorded environmental clearance to Mr. Jasmatbhai N. Vidiya for the building

construction project at New S.No. 203, 204, (Old R.S. No. 261, 281), O.P.No. 20 & 40, F.P.No. 20, 40,

T.P.S.No. 54 (Bhestan), Surat vide order no. SEIAA/GUJ/EC/8(a)/371/2016 dated 31/05/2016 for the built

up area of 37,485.0 m2 comprising of 420 nos. of row houses.

The project proponent vide their online proposal no. SIA/GJ/NCP/70714 /2017dated 27/12/2017 along with

Form-I & Form-IA applied for the proposed expansion.

Details of the project after the proposed expansion as presented before the committee are described

below:

Sr. No.

Particulars Details

1. Proposal is for New Project [SIA/GJ/NCP/ 70714 /2017]



8(a)

4. Name of the project “Shantivan Residency”

5. Name of Developer Jasmatbhai N. Vidiya

ArvindkumarC.Tejani


Rs. 80.0 Crore


No


• FSI area (m2): 38,000.64

• Total BUA (m2) :49,702.16


FSI Area (m2) 39,865.84 38,000.64



Max. building height (m) --- 9.25

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9. Building Details • No. of Row house: 554 Nos.

• No. of Blocks: 554 row houses.

• Scope of buildings/blocks: G (H.P.) + 02 floors



10. No. of expected

residents / users

• Expected residents: 2216

• Expected shop users: --

• Expected visitors: 600



• Source of water: Bore well (Water level: 23 m)



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

equipment will be reused for curing after necessary treatment.




• Source of water: Water supply from S.M.C


• Mode of disposal: Sewage to be generated will be segregated in to

grey & black sewage and grey sewage will be treated in the proposed

onsite STP for grey sewage. Treated grey sewage will be used for

gardening & flushing purpose within premises and remaining quantity

of treated grey sewage along with the untreated black sewage will be

discharged into the drainage line of SMC.

• In case of GWTP provision, capacity of GWTP: 250 KL/day

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

facility.

• Purposes for treated sewage utilization: gardening and flushing.

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

20.50, 2. Flushing (KL/day): 125.0



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

and grey sewage will be treated in the proposed onsite STP for grey

sewage. Treated grey sewage will be used for gardening & flushing

purpose within premises and remaining quantity of treated grey

sewage along with the untreated black sewage will be discharged into

the drainage line of SMC.


13. Status of water supply and drainage

SMC Water supply line is passing 120.0 m away from the plot boundary.

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line



Generation (m3)



Top Soil 2,530. 0 2,530.0 Reuse for developing garden area


-- 17,388.0 Will be arranged from other project site

Construction debris

522 249 Reused as a filler up to plinth level and remaining will be reused in outer road development

Steel scrap 20 -- Sold to local scrap vendors


12 -- Sold to local vendors


Sr.

No.

Type of waste


Mode of waste

collection

Mode of Disposal/ Reuse

1. Wet

Waste 797.76

Blue colour bucket

Through door to door waste collection system of SMC.

2.

Dry Waste

530.64 Green colour

bucket

Will be treated in the onsite Organic Waste Convertor. The manure will be used within premises & remaining will be sold

4. GWTP Sludge

20 Kg/day On SDB Reused in gardening as manure within project premises

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

collect dry and wet waste.

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

Separate bins having storage capacity 1.0 m3.


Khajod Landfill site of SMC.

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15. Parking Details • Total parking area requirement for the project as per GDCR: 5,700.09

m2

• Parking area requirement for residential units as per GDCR: 5,700.09

m2




CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 7,652.04 m2

& 273 CPS

• Parking area provided as open surface (m2) & No. of ECS: 4,896.72

m2 & 213 CPS

16. Traffic Management • Width of adjacent public roads:45.0 m, 18.0 m

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

provided.

• Width of Entry & Exit provided on approach road/s:7.50 m & 6 m

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

of fire tender (excluding the width for the plantation): 2 m

• Width of all internal roads: 6 m & 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, use of LED light in common building areas, solar light for landscape area, maximum use of natural lighting, reflective/white tiles on terrace floor etc.


• Power supply

Maximum demand:1500 KVA

Connected load

Source: D.G.V.C.L

Energy saving measures: use of LED light in common building areas,

solar light for landscape area, maximum use of natural lighting,

reflective/white tiles on terrace floor etc.

• DG Sets

No. and capacity of the DG sets: --

Fuel & its quantity: --


--

20. Details on staircase : one staircase in each row house.

21. Rain Water Harvesting

(RWH)


• No. & dimensions of RWH tank(s) : 10 no. of RWH tanks;

Size: 4 m x 3 m x 3 m

Size of Bore: 350 mm dia.

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Size of pipe: 150 mm dia.

• No. and depth of percolations wells: 10 nos. of percolating wells, depth

will be 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

22. Green area details • Tree covered area (m2) : 2,403.0


• Lawn covered area (m2): 2,657.0



• No. of trees and species to be planted: 110 trees of Asopalav, 75

Coconut Palm Tree, 100 Neem Tree, 70 Gulmohar etc. (total 355

trees)

23.

Budgetary allocation for Environmental Management Plan

(Rs. in lacs)

Sr.

No. Particulars

Approximate recurring

cost per annum (Rs. In

Lacs)

Approximate

Capital cost

(Rs. In Lacs)

1. Air pollution 0.75 1.80

2. Water pollution including GWTP

4.50 25.0

3. Solid and hazardous waste management

0.60 1.0

4. Green belt development

1.00 3.0

5. Rain water harvesting

1.00 7.50

Total 7.85 38.30


Covering of building materials by tarpaulin, sprinkling of water, covering structure with hessian clothes etc.

25. Eco friendly building material usage details

Use of fly ash bricks & aerated blocks for water partition, paving blocks for parking areas & walk ways, Portland Pozzolona Cement for RCC structure, plaster & flooring etc.

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26. Basic amenities to be provided to construction worker

Drinking water & tap water, sanitation facilities, domestic waste water collection facility, lunch space, first aid box, free medicines, doctor service, PPEs etc.


Copies of village form no. 7 & 12 submitted for all the 3 F.P. numbers show that the land for residential use is in the name of the applicants.

During the meeting, it was found that the project proponent has submitted a compliance report with

reference to the conditions stipulated in the Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/371/

2016 dated 31/05/2016 and a notarized undertaking stating that as per the records available, there is no

court case pending on the project, directly or indirectly, and no notice is received under EP Act 1986 and

Air Act 1981. It was presented that there will be only stilt parking & storage space at ground floor of each

row house. The project proponent was asked to submit the details of the actual parking space to be

provided at ground floor of each type of row house. After detailed discussion, it was decided to consider

the project only after submission of the following:

1. Revised details on parking area provision for the project considering the actual parking space to be

provided in each type of row house and parking space to be provided as open surface parking, with

back up calculation & parking plans.

16. Parkrest Block No. 140, Old Surevy No. 257/2, 258, 262, 264, 266/1, 266/2, Vill. Ankhol, Vadodara

Screening/scoping & appraisal



1. Proposal for New Project [SIA/GJ/NCP/70947/2017]

2. Type of Project Residential Building Construction Project


8 (a) Building and Construction Projects


Parkrest


Ms. Shantaben R. Patel

6. Estimated Project Cost (Rs. In Cr)

110.0

7. Whether construction work started?

No.

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• FSI area (m2):47,829.08

• Total BUA (m2): 47,829.08


FSI Area (m2) 47,819.08 47,829.08



Max. building height (m) --- 11.29

9. Building Details • No. of Blocks: 360 bungalows

• Scope of buildings/blocks: Ground floor + 2 floors.

• No. & size of Commercial Units: No Commercial Units

• No. & type of Residential Units: - 360 bungalows

10. No. of expected employees / users

Expected residents: 1800 Expected maximum visitors:720





• Mode of disposal: Septic tank & soak pit

• Details of reuse of water, if any: -



• Source of water: Water supply from Vadodara Urban Development Authority

(VUDA)


• Mode of disposal: Into to drainage line of VUDA.


Water supply & drainage connection of VMC will be available to the project at the time of getting B.U. permission.



Generation Quantity to be reused


Top Soil, cum 5,040 5,040 Will be reused for greenbelt development within premises.

Other excavated earth, cum

33,600 33,600 Will be reused for

raising the existing

ground level of

project site upto 1.15

m

Construction debris, MT

2 2 For internal road.

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Steel scrap, MT 2 - To be sold to scrap vendor

Discarded packing materials. MT

1 - To be sold to scrap vendor


Type of waste Generation

Quantity

(Kg/day)

Mode of waste

collection

Mode of Disposal /

Reuse

Dry waste

836 Into bins to be

provided to each

unit.

Final collection &

disposal through

agency appointed by

VUDA.

Wet waste

208 Into bins to be

provided to each

unit.

VUDA approved agent

for collection and

disposal.


• Capacity and no. of community bins to be placed within premises:32 bins of

80 L capacity

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

nearest waste collection point of VMC/VUDA.


• Parking area requirement for Residential units as per GDCR: 9,565.82 m2


• Number of CPS requirement for Residential units as per NBC: 360

• Total Parking area provided (m2) & No. of CPS: 17,243.65 m2 and 400 CPS

• Parking area provided as open surface area (m2) and No. of CPS: 17,243.65

m2 and 400 CPS



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

provided.



tender (excluding the width for the plantation):3 m wide road





• Power supply: Maximum demand: 1550 KW Connected load: 1550 KW Source: MGVCL.

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Energy saving measures: energy efficient lighting like LED, CFL for common lighting, energy efficient lifts etc.

• DG Sets: Not proposed.


• During Construction Phase: Provision of Personal Protective Equipment’s

(PPEs) and its usage shall be ensured and supervised.

• During Operation Phase:-Provision of 2 nos. of underground fire water

storage tanks each of 50 KL capacity, overhead fire water tank of 35 KL.

• Nearest Fire Station: Waghodiya Fire Station located 5.1 km from project site

and having estimated travel time of 15 minutes.

• Distance from the fire station: 5.1 Km

• Time required for the fire tender to reach at the project site: 15 minutes

20. Details on staircase One staircase of 1 m width will be provided in each bungalow.


• Level of the Ground water table:@ 25 m

• No. & dimensions of RWH tank(s):-

• No. and depth of percolations wells: nos. 7 nos.

• Details on Pre-treatment facilities: Pre-Filtration unit


• Tree covered area (m2) :-

• Area covered by shrubs and bushes (m2): included in lawn covered area. -



• Green Area % of plot area: 10 %

• No. of trees and species to be planted: trees like Limbdo, Asopalav,

DesiBadam and Gulmohar

23.


-







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Copies of village form no. 7 & 8 submitted show that the land for residential use is in the name of the applicant Ms. Shantaben R. Patel.

During the meeting, while discussing regarding availability of water supply & drainage connection to the

project, it was clarified that the water supply as well as drainage connection will be provided by VUDA

during operation phase and a copy of minutes of Board Meeting of Vadodra Urban Development Authority

stating that the basic facilities like water supply & drainage connection will be provided to the area on east

side of National highway including Ankhol area. The project proponent was suggested to provide STP for

treatment of sewage to be generated during the operation phase, to reuse treated sewage within premises

and to install Organic Waste Convertor for converting the biodegradable waste into useful end products.

The project proponent agreed to the suggestions of the committee and mentioned that Grey Sewage

Treatment Plant will be provided. After detailed discussion, it was decided to consider the project only after


1. Proposal for providing STP for treatment of sewage to be generated during the operation phase.

Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time, other

technical parameters etc. along with the plan & budget allocation for its installation, operation &

maintenance. Quality of treated sewage and application wise break-up of treated sewage quantity to be

recycled / reused in flushing & green belt development, its location on the layout plan, STP sludge

management plan etc.

2. Revised water balance details considering the reuse of treated sewage for purposes like flushing,

gardening etc. within premises.




4. Environment Management Plan with respect to various environmental attributes- Water, Air, Noise,

Solid wastes, land, waste management etc. of the project both during construction and operation phase

and strategy for its implementation with financial outlay.

5. Details of green belt development plan including area of tree plantation, its demarcation on the map,

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

viz. the tree covered and lawn covered area.

6. Number of recharge percolation wells to be provided within premises and layout plan showing location

of the recharge percolation wells.

17. Flora Lxora R.S.No. 764, F.P.No. 207, TPS No. 3 (Ghuma),

Ghuma, Daskroi, Ahmedabad Screening/scoping &appraisal.

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Sr. No.

Particulars Details


2. Type of Project Residential and Commercial

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

8(a)

4. Name of the project Flora Lxora

5. Name of Developer Maheshwar Enterprise


52 Crores

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

No, construction work has not started.

8. Project Details • Land /Plot Area (m2): 5,160.0

• FSI area (m2): 13,925.73

• Total BUA (m2): 21,925.91


FSI Area(m2) 13,932.0 13,925.73


Common Plot Area(m2) 516.0 565.18




• Scope of buildings/blocks: Basement + ground floor + 14 Floors

• No.& size of Residential Units: 155

• No.& type of Commercial Units: 24 Shops


775residential, 48 commercial



• Source of water: Water tankers


• Mode of disposal: Septic tank &soak pit

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






• Mode of disposal: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening within premises and remaining quantity of treated sewage will be discharged into AUDA drainage line.

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• In case of STP provision, capacity of STP: 125.0 KL/day

• Purposes for treated sewage utilization: Gardening

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

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

• Quantity and type (treated/untreated) of water to be discharged: Sewage to be generated will be treated in the proposed onsite STP. Treated sewage will be reused for gardening within premises and remaining quantity of treated sewage will be discharged into AUDA drainage line.



Water supply& drainage line will beprovided byAUDA.



Generation (m3)

Quantity to be reused

(m3)


Top Soil 250 250 Top soil to be generated

will be used for greenbelt

development.


14,740 14,740 Excavated surplus

soil/earth will be reused in

plinth filling; trench filling

and reused in internal road

making.

Construction debris

300 300 Construction debris will be

refilled at low lying areas

within the project

premises.

Steel scrap 180 kg -- Sold off to recyclers


75 kg -- Sold off to recyclers/

vendors


Type of waste




Dry waste 244.8 Into bins to be provided within premises.


Wet waste 163.2 Into bins to be provided within premises.


STP Sludge

- Will be handed over to AUDA

• Details of segregation if to be done: no

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• Capacity and no. of community bins to be placed within premises:Total 36 bins with 80 lit capacities will be provided.

• Landfill site where waste will be ultimately disposed by local authority: at the nearest MSW dumping / landfill site of AUDA.

15. Parking Details • Total parking area requirement for the project as per GDCR:3,165.07m2

• Parking area requirement for residential units as per GDCR: 2,531.87m2

• Parking area requirement for Commercial units as per GDCR:633.20m2

• Total number of CPS requirement for the project as per NBC:207 CPS

• Number of CPS requirement for residential units as per NBC: 155 CPS

• Number of CPS requirement for commercial units as per NBC:52 CPS

• Total Parking area provided (m2) & No. of CPS:5,408.28m2& 188CPS

• Parking area provided in hollow plinth (m2) & No. of CPS:756.42m2& 27 CPS

• Parking area provided as open surface (m2) & No. of CPS: 1,282.78m2& 56 CPS

• Parking area provided in Basement (m2) & No. of CPS:3,369.08m2& 105 CPS

16. Traffic Management • Width of adjacent public roads:24.0m, 12.0 m

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

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

• Minimum width of open path all around the buildings for easy access of fire tender (excluding the width for the plantation): 5.0m

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


Fly ash/PPC will be used in concrete, paving blocks and any cement applications. Lead free paint, enamels will be used for painting wooden and metal surfaces. Provision of CFL/LED lights.


• Power supply: Maximum demand: 1000 KW

Connected load: 1000 KW

Source: Gujarat Electricity Board

Energy saving measures: Use of energy efficient electrical

appliances like CFL & PL, maximum use of natural light through

proper building orientation etc.

• DG Sets: No. and capacity of the DG sets:1 x 125 KVA Fuel & its quantity:HSD-30 lit/hr.


• Dedicated underground & terrace water tanks for firefighting1 x 100 KL & 50.0 KL (on each building) respectively, fire extinguishers, fire

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alarms, hose reels, external hydrants & wet risers, automatic sprinkler system in basement, pumping arrangement system-riser with pressure pump, first aid box, displaying of important telephone numbers etc.

• Name of the nearest fire station: Prahaladnagar fire station Distance from the project site: About 4.5 Km Time required by the fire tender to reach the project site:10-12 minutes.

20. Details on staircase:

Type of block

Distance of stair case from the farthest corner

No. of floors.

Floor area (m2)

Number of Stair case Width of Stair case in

m

Block A, B, C

<20 m B+G+14 315.54 1 staircase for residential buildings + 1 staircase from Ground floor to 2nd

floor for commercial units.

1.53 &2.01


• Level of the Ground water table:35 m BGL

• No. & dimensions of RWH tank(s):Nil

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

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

22. Green area details • Tree covered area (m2): 471.17




• Green Area % of plot area:15%

• No. of trees and species to be planted: 118 trees

23.


• Allocation of Rs. 12.0 lacs has been proposed for water sprinklers, barricades, waste water & waste management, provision of PPEs etc. during the construction phase. Capital cost of Rs. 45.0 lacs and recurring cost of Rs.10.0 lacs has been proposed for installation of energy efficient appliances, green belt development, rain water harvesting & ground water recharge, waste water management, solid waste management etc. during the operation phase.

24. Dust control measures Water sprinkling, maintaining roads & trees to avoid dust generation

etc.


• Fly ash & pozzolana cement will be used in concrete, paving blocks and any cement applications.

• Lead free paint, enamels will be used for painting wooden and metal surfaces.

26. Details of basic amenities to be provided to construction workers.

Adequate sanitation facilities, drinking water, bins for collection of

municipal solid waste.

27. Documents related to Copy of village form no. 7 & 12 submitted shows that the land for

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land possession. residential & commercial use is in the name of M/s Maheshwar Enterprise, a partnership firm, through its partner Mr. Subhashbhai B. Detroja.


from Airports Authority of India for permissible building height of 135.0 m above ground level. During the

meeting the project proponent was suggested to use treated sewage within premises for flushing purpose

also by providing dual plumbing, to install Organic Waste Convertor for converting the biodegradable

waste into useful end product, to increase the parking area provision for the project and to utilize solar

energy at the maximum extent possible. After detailed discussion, it was decided to consider the project

only after submission of the following:

1. Proposal for using treated sewage within premises for flushing by providing dual plumbing. Design

details of the proposed dual plumbing system. Plan & budget allocation for installation, operation &

maintenance of the proposed onsite STP.





4. Revised details on increased parking area provision for the project along with the back up calculation &

parking plans.

18. Park Avenue T.P.S.No. 4 (Rundh- Magdalla), R.S.No. 4, O.P.No. 2, F.P.No. 5, 6, Choryasi, Surat

Screening/scoping & appraisal.




2. Type of Project

Residential


8 (a)


“Park Avenue”


V Square Developers


Rs. 110.0Cr

7. Whether No,

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


• FSI area (m2):19,955.52

• Total BUA (m2):38,195.90


FSI Area (m2) 19,957.49 19,955.52



Max. building height (m) 45 42.64

9. Building Details


• No. of Blocks:3

• Scope of buildings/blocks: 2 level basement+ hollow plinth + 10 floors.

• No.& size of Residential Units: 54flats

• No. & type of Commercial Units:None



270 occupants



• Source of water: Water supply from Surat Municipal Corporation (SMC)


• Mode of disposal: Into SMC drainage line.





• Source of water: water supply from SMC.






• In case of STP provision, capacity of STP:

• STP Technology:


• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 26.5,

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





• Mode of disposal:as above.





Generation (m3)






Construction debris




5 0 Sold to vendors


Type of waste




Dry waste 48.6 White bins Municipal bins

Wet waste 113.0 Green Bins Municipal bins

STP Sludge 17.44 As manure



• Landfill site where waste will be ultimately disposed by local authority: will be disposed at the nearest waste collection point of SMC.

15. Parking Details



• Total number of CPS requirement for the project as per NBC :54

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• Parking area provided in basement (m2) & No. of CPS: 9,436.9 m2 and 295 CPS

• Parking area provided as open surface (m2) & No. of CPS: 117.88 m2 and 5

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,542.29 m2 & 55


• Width of adjacent public roads:18m

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





Maximum use of natural lighting through architectural design, energy efficient motors & pumps, water efficient taps, solar lights in open & landscape areas, use of aerated blocks & RMC, use of LED lighting fixtures and low voltage lighting, roof-top thermal insulation, rain water harvesting & ground water recharge through 2 nos. of percolating wells, provision of STP & reuse of treated sewage etc.


• Power supply: Maximum demand: 600 KVA Connected load: 500 KVA Source: Dakshin Gujarat Vij Company Ltd % of saving with calculations: ~40% by use of LEDs, solar street lights and star rated energy efficient electronic consumer durables




• During operation phase: Fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system, underground water tank of 50 KL capacity, sprinkler system in basement etc.



No. of floors Floor

area m2 No. of

staircase


(m)

Travel distance

(m)

Block A 2B+HP+10 772.98 2 1.5 <22

Block B 2B+HP+10 680.69 2 1.5 <22

Block C 2B+HP+10 695.91 2 1.5 <22

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• Green Area % of plot area:14 %


23. Dust control Measures


24.








Copy of village form no. 7 & 12 submitted shows that the land for residential use is in the name of V Square Developers, a partnership firm, through its authorized partner Mr. Vishnu Goenka.

During the meeting, it was presented that the project site is at a distance of 105 m from river Tapi. The

project proponent was suggested to convert organic waste into the useful end product by installing in

house Organic Waste convertor. After detailed discussion, it was decided to consider the project only after


1. A clear cut opinion from one of the agencies authorized by the MoEF for carrying out the CRZ

demarcation should be submitted stating that the project site is outside the CRZ boundary.




3. Details of the Sewage Treatment Plant including its capacity, size of each unit, retention time, other

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technical parameters etc. along with the budget allocation for its installation, operation & maintenance.

Quality of treated sewage and realistic details on application wise break-up of treated sewage

quantitytobe recycled / reused in flushing & green belt development, its location on the layout plan,

STP sludge management plan etc.

19. Building construction project by M/s Hi- Speed Enterprise Pvt. Ltd.

T.P.S. No. 28, F.P.No. 18, O.P.No. 18, R.S.No. 45/1, Rundh- Vesu, Choryasi, Surat

Screening/scoping & appraisal




2. Type of Project

High Rise Residential project.


8 (a)


“High Rise Residential Building”


HI-Speed Enterprise Private Limited


Rs. 101.88Cr


No,


• FSI area (m2):39,191.75

• Total BUA (m2):66,233.14


FSI Area (m2) 43,507.61 39,191.75



Max. building height (m) 45 45

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9. Building Details


• No. of Blocks:5

• Scope of buildings/blocks: 2 Basement + Hollow plinth + 13 Floors

• No.& size of Residential Units: 130 unit

• No. & type of Commercial Units: None

• Details of amenities if any: -


650 occupants



• Source of water: Water supply from Surat Municipal Corporation (SMC)


• Mode of disposal: to SMC drainage





• Source of water: water supply from SMC.


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

onsite STP. Treated sewage will be reused for gardening & flushing

purpose within premises and remaining quantity of treated sewage will be

discharged into the drainage line of SMC.

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

• STP Technology: Comprising of primary, secondary & tertiary treatment

facilities.


• Quantity of treated sewage to be reused: 1.Gardening (KL/day):2.5,



• Quantity and type (treated/untreated)ofsewage to be discharged: Sewage

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

sewage will be reused for gardening & flushing purpose within premises

and remaining quantity of treated sewage will be discharged into the

drainage line of SMC.

• Mode of disposal:as above.



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Generation (m3)



Top Soil 2,632.0 2,632.0 Will be used for greenbelt development.


26,754.0 26,754.0 Will be used for back filling and raising plinth level.

Construction debris






Type of waste




Dry waste 117 White bins Municipal bins

Wet waste 273 Green Bins Will be subject to the treatment in the proposed onsite treatment system.

STP Sludge - -

• Details of segregation if to be done: yes & as above.


• Landfill site where waste will be ultimately disposed by local authority: at the nearest waste collection point of SMC.

15. Parking Details



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

• Number of CPS requirement for residential units as per NBC:- 130

• Total Parking area provided (m2) & No. of CPS: 18,374.02 m2 and 583

• Parking area provided in basement (m2) & No. of CPS: 16,220.90 m2 and 507

• Parking area provided in hollow plinth (m2) & No. of CPS: 2,152.14 m2 & 76 CPS


• Width of adjacent public roads: 18m

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



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tender (excluding the width for the plantation): 5.0 m

• Width of all internal roads: minimum 7.5 m


Maximum use of natural lighting through architectural design, energy efficient motors & pumps, water efficient taps, solar lights in open & landscape areas – 15 solar street lights, use of aerated blocks & RMC, use of LED lighting fixtures and low voltage lighting, roof-top thermal insulation, rain water harvesting & ground water recharge through 2 nos. of percolating wells, provision of STP & reuse of treated sewage etc.


• Power supply: Maximum demand: 1200 KVA Connected load: 1040 KVA Source: Dakshin Gujarat Vij Company Limited % of saving with calculations: ~40% by use of LEDs, solar street lights and star rated energy efficient electronic consumer durables




• During operation phase: Fire extinguishers, hose reel, wet riser, manually operated electric fire alarm system, underground water storage tank of 400 KL capacity, sprinkler system in basements etc.



No. of floors Floor area m2

No. of staircase


Travel distance (m)

A,B 2B+HP+13 536.89 2 2.0 <22.0

C,D,E 2B+HP+13 646.99 2 2.0 < 22.0



• No. & dimensions of RWH tank(s) : 1 No and 5.2m X 11 m X 1.8 m












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24.








Copies of Sub-Registrar’s office index & registered sale deed submitted show that the land is in the name of M/s Hi-Speed Enterprise Pvt. Ltd.

During the meeting, it was presented that the project site is at a distance of about 1 Km from river Tapi.

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

1. Copy of permission obtained from concerned competent authority or authentic supporting documents

showing availability of the proposed FSI to the project.


3. Revised details on common open area, tree covered area & number of trees to be planted within

premises.

4. Management plan for STP sludge & end product of the proposed treatment system for bio-degradable

waste.

20. Tapi Enclave T.P.S.No. 25 (Singanpore- Tunki), F.P.No. 81,

O.P.No. 47, R.S.No. 83, Singanpore, Surat Screening/scoping & appraisal.

The SEIAA, Gujarat has accorded environmental clearance to Mr. TalshibhaiKarsanbhaiDobariya for the

building construction project at T.P.S.No.25 (Singanpore-Tunki), F.P.No. 81, O.P.No. 47, R.S.No. 83/p1+2,

Singanpore, Surat vide order no. SEIAA/GUJ/EC/8(b)/570/2017 dated 30/04/2017 for the built up area of

20,409.49 m2 comprising of 4 no. of buildings (5 no. of blocks) housing total 204 residential units.

The project proponent vide their online proposal no. SIA/GJ/NCP/71929/2017dated 24/01/2018 along with

Form-I & Form-IA applied for amendment in the Environmental Clearance order dated 30/04/2017 for the

proposed expansion.

Details of the project after the proposed expansion as presented before the committee are described below:

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Sr. No.

Particulars Details




8(a)

4. Name of the project “Tapi Enclave”

5. Name of Developer Mr. TalshibhaiKarsanbhaiDobariya


Rs. 90.0 Crore


No


• FSI area (m2): 18,556.38

• Total BUA (m2) : 25,855.18


FSI Area (m2) 18,565.59 18,556.38






• Scope of buildings/blocks: 3 buildings - Basement + hollow plinth + 1st floor Parking + 14 floors, 1 buildings - Basement + hollow plinth + 1st floor Parking + 13 floors

• No. & size of Residential Units: 252 Nos.



10. No. of expected

residents / users

Expected residents: 1260

Expected shop users: --

Expected visitors: 500



• Source of water: Water tankers.



• 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 • Total water requirement (KL/day): 181.0

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details during operation phase


• Source of water: Water supply from S.M.C.


• Mode of disposal: Sewage to be generated will be segregated in to grey & black sewage and grey sewage will be treated in the proposed onsite STP for grey sewage. Treated grey sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated grey sewage along with the untreated black sewage will be discharged into the drainage line of SMC.


• STP Technology: GWTP Proposed

• Purposes for treated sewage utilization: Treated sewage will be utilized in gardening and flushing.

• Quantity of treated sewage to be reused: 1.Gardening (KL/day): 3.0 2. Flushing (KL/Day): 70.0


• Quantity and type (treated/untreated) of sewage to be discharged: Sewage to be generated will be segregated in to grey & black sewage and grey sewage will be treated in the proposed onsite STP for grey sewage. Treated grey sewage will be used for gardening & flushing purpose within premises and remaining quantity of treated grey sewage along with the untreated black sewage will be discharged into the drainage line of SMC.



SMC water supply& drainage lines are passing adjacent to the plot boundary

14. Solid waste Management • Construction Phase:

Generation (m3)



Top Soil 349.50 349.50 Reuse for developing garden area


5,163.56 -- Will be used at other project site

Construction debris

271 129 Reused as a filler up to plinth level & remaining will be reused for outer road development.

Steel scrap 10 -- Sold to local scrap vendors


6 -- Sold to local vendors

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Type of waste


Mode of waste

collection


Dry waste 302.40 Blue colour bucket


Wet waste 453.60 Green colour bucket


GWTP Sludge

05 On SDB Reused in gardening as manure within project premises

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

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

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



• Total number of CPS requirement for the project as per NBC :252

• Number of CPS requirement for residential units as per NBC:252

• Total Parking area provided (m2) & No. of CPS: 8,171.08 m2& 311

• Parking area provided in basement (m2) & No. of CPS: 1,568.08 m2& 49 CPS

• Parking area provided at 1st floor (m2) & No. of ECS: 1,404.0 m2& 44 CPS

• Parking area provided in hollow plinth (m2) & No. of CPS: 1,062.0 m2& 38 CPS

• Parking area provided as open surface (m2) & No. of CPS: 4,137.0 m2& 180 CPS

16. Traffic Management • Width of adjacent public roads: 18.0 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, use of LED light in common building areas, solar lights for landscape areas, maximum use of natural lighting, reflective / white tiles on terrace floor etc.

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• Power supply Maximum demand: 2000 KVA

Connected load:

Source: D.G.V.C.L

Energy saving measures: Use of LED light in common areas, solar lights for landscape areas, maximum use of natural lighting, reflective / white tiles on terrace floor etc.

• D.G. sets: No. and capacity of the DG sets: 2 x 125 KVA Fuel & its quantity: Low Sulphur High speed Diesel (HSD) & quantity 55 L/h in each.


Fire extinguisher, hose reel, wet riser, automatic sprinkler system in basement, manually operated electric fire alarm system, underground water tank of 75 KL capacity, terrace tank of 10 KL capacity, one electric & one diesel pump of capacity 1800 L/min. & one electric pump of capacity 200 L/min. having pressure 4.0 kg/cm2 at terrace level etc.


Bldg. No.

Floor No. Floor Area

(m2) No. of

Staircase

Width of Staircase

(m)

Maximum Travel Distance up to the

Staircase (m)

A,B,C B + H.P.+14 302.34 01 1.52 14.66

D – E B+ H.P.+13 563.76 02 1.52 14.43

21. Rain Water Harvesting

(RWH)


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

• No. and depth of percolations wells: 04 nos. of percolating wells.

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

22. Green area details • Tree covered area (m2) : 325.0

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

• Lawn covered area (m2) : 374.0



• No. of trees and species to be planted: 16 trees of Asopalav, 16 Coconut Palm Tree, 16 Neem Tree, 16 Gulmohar etc. (total 64 trees)

23.

Budgetary allocation for Environmental Management Plan

(Rs. in lacs)

Sr. No.

Particulars

Approximate recurring cost

per annum (Rs. In Lacs)

Approximate Capital cost (Rs. In Lacs)

1. Air pollution 0.75 1.80

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2. Water pollution including GWTP

4.50 25.0

3. Solid and hazardous waste management including GWTP sludge

0.60 1.0

4. Green belt development 1.0 3.0

5. Rain water harvesting 1.0 7.50

Total 7.85 38.30


Covering of building materials by tarpaulin, sprinkling of water, covering structure with Hessian clothes will be made to curb fugitive emission.

25. Eco friendly building material usage details

Fly ash bricks, aerated blocks, paving blocks PP cement in concrete will be used.

26. Basic amenities to be provided to construction workers

Drinking water & tap water, sanitation facilities, first aid box, free medicines, medical services, PPEs will be provided.


Copy of NA order submitted shows that the land for residential use is in the name of applicant Mr. TalshibhaiKarsanbhaiDobariya.


from Airports Authority of India for the permissible building height of 53.80 m above ground level. Project

proponent has also submitted a compliance report with reference to the conditions stipulated in the

Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/570/2017 dated 30/04/2017 as well as a notarized

undertaking stating that as per the records available, there is no court case pending on the project, directly

or indirectly, and no notice is received under EP Act 1986 and Air Act 1981. Out of the total 4 buildings,

construction of 3 buildings has been completed. The project proponent was suggested to convert organic

waste into the useful end product by installing in house Organic Waste convertor and to increase tree

covered area. After detailed discussion, it was decided to consider the project only after submission of the

following:

1. Revised details on increased tree covered area and number of trees to be planted within premises.




The following projects were also discussed during the meeting.

1. “Swati Crimson & Clover” at F.P. No: 92/2, O.P. No: 92 of S. No:- 503/A, 505/A, 510, 515/A, 529,

530 of Draft T.P.S.NO.-53/A (Shilaj-Hebatpur-Thaltej), Village: Shilaj, Ghatlodia, Dist.: Ahmedabad

proposed by Mr. Parthivbhai Falgunbhai Patel.

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This office has received an application for Environment Clearance of the above project vide proposal no.

SIA/GJ/NCP/70738/2017 on 21/11/2017.

The project was appraised during the meeting of SEAC held on 27/12/2017. Based on the details sought

during the meeting of SEAC held on 27/12/2017, the project proponent vide their letter dated 06/02/2018

submitted that out of the total 10 existing trees, only 2 trees will be cut. Common open plot area of

1,294.44 m2 will be provided, which is 10.5 % of the total plot area. Copy of a bond signed for purchase

of FSI under Transferrable Development Right from Safal Constructions Pvt. Ltd has been submitted

and the bond is endorsed by Ahmedabad Municipal Corporation.

The said submission of the project proponent was considered by the committee during the meeting and

as it was found satisfactory, it was decided to recommend the project to SEIAA Gujarat for granting

Environment Clearance subject to the strict compliance of the following project specific conditions as

well as the standard conditions finalized during the meeting of SEAC held on 02/08/2017 and approved

during the meeting of SEIAA held on 08/09/2017 for The Building Construction projects falling under

project activity no. 8(a) as per the schedule of the EIA Notification 2006:

Project Specific Conditions with which Environment Clearance is recommended:

SPECIFIC CONDITION:

1. Necessary permission from concerned competent authority shall be obtained prior to cutting the

trees within premises.

CONSTRUCTION PHASE :

WATER:

2. Fresh water requirement during the construction phase shall be 30.0 KL/day and it shall be met

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

phase.

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

pit system.

OPERATION PHASE:

WATER:

4. Total water requirement during the operation phase shall be 212.0 KL/day, out of which fresh water

requirement of 102.0 KL/day shall be met through the water supply from Ahmedabad Municipal

Corporation (AMC) and the remaining 110.0 KL/day of water requirement shall be met through

treated sewage. No ground water shall be tapped during the operation phase. Metering of the water

shall be done and its records shall be maintained.

5. The sewage generation during the operation phase shall be 163.0 KL/day, which shall be treated in

the proposed onsite Sewage Treatment Plant.

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

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

conforming to GPCB norms shall be utilized within premises for gardening & flushing purpose at the

maximum extent possible. Only remaining quantity of treated sewage shall be disposed off through

drainage line of Ahmedabad Municipal Corporation.

7. A proper logbook of STP operation and also showing the quantity of treated sewage utilization

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within premises & quantity of treated sewage discharged into the drainage line shall be maintained

and furnished to the GPCB from time to time.

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

sewage for flushing.

9. No new bore well shall be constructed and existing bore well/s shall be either sealed or converted

into the recharge well upon completion of the construction work.

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

percolation wells shall be carried out as per the details submitted. Before recharging the run off,

pre-treatment must be done to remove suspended matter.

AIR:

11. D. G. sets (1 x 200 KVA) proposed as backup power shall be of enclosed type and confirm to

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

generator set to mitigate the impact of noise.

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

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

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

standards.

SOLID WASTE:

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

waste shall be sold to vendors, bio-degradable waste shall be treated in the proposed onsite

Organic Waste Convertor whereas the other garbage shall be disposed off properly as per the

provisions made by the Ahmedabad Municipal Corporation (AMC). STP Sludge shall be used as

soil conditioner within premises after adequate treatment.

SAFETY:

15. All the staircases and lifts shall open out at ground level from the highest point of building [with

access from each floor] for emergency evacuation. Two staircases shall be provided in each

building having floor area more than 500 m2 on each floor.

16. Fire fighting facilities like Fire extinguishers of CO2 type (4.5 kg) and DCP type (5 kg) on each floor,

hose reels, wet risers, manually operated electric fire alarm system, underground water tank of 200

KL capacity, automatic sprinkler system in basement, CO sensors in basements etc. shall be

provided as proposed.

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

preferably at opposite ends.

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

of CO in the area.

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

operation of exhaust fans as CO concentration levels.

PARKING / TRAFFIC CONGESTION:

20. Minimum parking space of 39,316.40 m2 [617.11 m2 in hollow plinth + 1,219.0 m2 as open surface

parking + 24,680.29 m2 in basement + 12,800.0 m2 as mechanical parking in basement] shall be

provided as proposed.

ENERGY CONSERVATION:

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21. Energy conservation measures viz. solar powered LED lights for common plot, lawn area,

streets/internal roads & building passages, use of variable frequency drive motors to optimize

power consumption, maximum use of light & silent colours in the building envelope so that UV

absorption is reduced & associated cooling requirements are minimized, maximum use of LED

lights etc. shall be implemented as proposed.

GREEN BELT:

22. Green belt area of 2,169.6 m2 comprising of 1,067.77 m2 tree covered area with 250 trees within

premises shall be developed as proposed. The other open spaces inside the plot shall be suitably

landscaped and covered with vegetation of indigenous tree species.

2. Building Construction Project at F.P. No. 111, T.P.S. No. 19, Parvat-Magob, Tal.: Udhana, Dist.:

Surat proposed by Surat Municipal Corporation.


SIA/GJ/NCP/69441/2017 on 15/11/2017.



proposed to provide STP of 400 KL/day capacity for treatment of sewage – 348.80 KL/day to be

generated during the operation phase. Treated sewage will be reused for flushing (218.25 KL/day) &

gardening (5.5 KL/day) within premises. Remaining quantity of treated sewage will be discharged into

the drainage line SMC. Total parking area provision for the project will be 3,342.54 m2 [1,437.12 m2 in

hollow plinth + 1,905.42 m2 as open surface parking] which is equivalent to 134 CPS.









WATER:


through the water supply from Surat Municipal Corporation (SMC). No ground water shall be tapped

during the construction phase.

2. Sewage generated during the construction phase shall be disposed off through drainage system of

SMC.

OPERATION PHASE:

WATER:


requirement of 216.25 KL/day shall be met through water supply system of Surat Municipal

Corporation and the remaining 223.75 KL/day of water requirement shall be met through treated

sewage. No ground water shall be tapped during the operation phase. Metering of the water shall

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be done and its records shall be maintained.

4. Sewage generation during operation phase shall be 348.80 KL/day which shall be treated in the

proposed onsite Sewage Treatment Plant.





drainage line of Surat Municipal Corporation.











AIR:

10. A D. G. Set (1 x 200 KVA) proposed as back up power shall be of enclosed type and confirm to





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

standards.

SOLID WASTE:


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

provisions made by the Surat Municipal Corporation (SMC).

SAFETY:




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

alarm system etc. shall be provided as proposed.


16. Minimum parking space of 3,342.54 m2 [1,437.12 m2 in hollow plinth + 1,905.42 m2 as open surface

parking] shall be provided as proposed.


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

energy efficient motors & pumps, water efficient taps, solar lights in open & landscape areas – 15

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solar street lights, use of aerated blocks & RMC, use of LED lighting fixtures and low voltage

lighting for common areas, roof-top thermal insulation etc. shall be implemented as proposed.

GREEN BELT:

18. Green belt area of 1,171.38 m2 comprising of 400.74 m2 tree covered area with 150 trees within



3. “Seven Leisure” at Survey No. 262, 284 to 287, 288/p, 290, Village: Sannad, Dist.: Ahmedabad

proposed by M/s. Seven Leisure Pvt. Ltd.

SEIAA Gujarat has accorded Environmental Clearance to M/s Seven Leisure P. Ltd for the project of

Hotel & Club named Club-O7 at S.No.262, 284 to 287, 288/P & 290, Village: Shela, Ta: Sanand, Dist:

Ahmedabad vide order no. SEIAA/GUJ/EC/8(a)/249/2011 dated 20/12/2011.

Project proponent vide their online proposal no. SIA/GJ/NCP/20271/2011 submitted application for

amendment in the Environmental Clearance order no. SEIAA/GUJ/EC/8(a)/ 249/2011 dated 20/12/2011.

The project proponent along with their expert / consultant attended the meeting of SEAC held on

06/12/2017. During the meeting held on 06/12/2017, it was presented that the Environmental Clearance

was granted to the project with a condition no. 30 as mentioned below:

“30. During operation phase, out of total water requirement of 525.5 KL/day, fresh water requirement of

242.85 KL/day shall be met through AUDA water supply system whereas rest of water requirement

shall be met with by reuse of treated sewage.”

It was requested to amend the condition no. 30 for source of fresh water supply during the operation

phase i.e fresh water requirement during the operation phase will be met through ground water instead

of water supply from Ahmedabad Urban Development Authority.

During the meeting held on 06/12/2017, the project proponent was asked submit the detailed

justification with authentic supporting documents for seeking the proposed amendment in the

Environmental Clearance order dated 20/12/2011. It was decided to take up the proposal in one of the

next SEAC meetings.

Project proponent along with their expert/consultant attended the meeting of SEAC held on 21/12/2017.

During the meeting held on 21/12/2017, the project was appraised for the proposed amendment based

on the details submitted along with their application, details submitted vide their letter dated 15/12/2017

& facts presented before the committee.

During the meeting held on 21/12/2017, It was presented that the Environmental Clearance dated

20/12/2011 was granted with a condition to use water supply from Ahmedabad Urban Development

Authority during the operation phase. A letter dated 16/06/2011 obtained from Ahmedabad Urban

Development Authority, stating that all the basic facilities like water supply, drainage connection, street

lights etc. will be provided to the project after the approval of the T.P. scheme, has been submitted.

Based on the EC granted to the project, the construction activity was started, which is still going on and

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will take approximately two years to complete the construction of the entire project. The project

proponent has also obtained Content To Establish from Gujarat Pollution Control Board (GPCB). For

management purpose, they have to use the constructed part of the project. But as per the latest

communication, the AUDA has refused to supply water to the project. Project proponent has also

submitted a letter dated 14/07/2017 obtained from AUDA stating that presently no project, related to

water supply, has been initiated. So due to non-availability of water supply from AUDA, they have

started purchasing water from outside for operation of the constructed part of the project. It was

mentioned that water requirement for the ongoing construction activity is being met through water

tankers as per the condition stipulated in the EC order. Meanwhile the project site was visited by

officials of GPCB with reference to the CCA application made. Copy of site visit report dated 06/06/2017

of GPCB has been submitted and as mentioned in the site visit report, the project proponent was asked

to obtain permission from Central Ground Water Authority for using ground water, as a source of water,

from the borewell of the adjacent land of S.No.288/P/B. They have applied for amendment in EC order

as per the instruction given by GPCB officials during the site visit. While asking the committee, it was

replied that in absence of water supply from AUDA, they are purchasing water from the adjacent land

which is not owned by their company. It was presented that they have applied to CGWA for ground

water abstraction for the project. The committee viewed it seriously that the project proponent is using

the source of water other than the source mentioned in the condition of Environmental Clearance

granted to the project without prior amendment in the condition of EC. Further the committee was not

convinced that the land of 288/P/B, from where the ground water is being used for the project, is not

owned by their company though the Environmental Clearance was granted for the project including the

S.No. 288/P. At this project proponent clarified that subdivision of the S.No.288/P was done after the

Environmental Clearance obtained for the project and now, as per the subdivision made, the land of

288/P/B is not owned by them.

During the meeting held on 21/12/2017, after detailed discussion, it was decided to consider the project

only after satisfactory submission of the following:

1. Detailed justification regarding using the source of water other than the source mentioned in the

condition of Environmental Clearance granted to the project without prior amendment in the

condition of EC and as to why it should not be considered as a non-compliance of the Environmental

Clearance condition.

2. Detailed justification along with authentic supporting documents regarding ownership of the land of

288/P/B from where the ground water is being used for the project.

3. Compliance of all the points raised by GPCB during the site visit dated 06/06/2017. Current status of

the CCA application of the project.

Copy of application made to CGWA for ground water abstraction for the project. Plan for rain water

harvesting and ground water recharge revealing that quantity of ground water extraction would be

compensated by equivalent or more quantity of rain water recharged, with proper scientific

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

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

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

on the layout plan.

Page 92 of 102


Page 92 of 102

With reference to the details sought during the meeting of SEAC held on 21/12/2017 the project

proponent vide their letter dated 27/12/2017 submitted a copies of Notice of directions under Air Act-

1981 & Water Act - 1974 issued to the project by GPCB and compliances submitted by them. It was

mentioned in the letter that after finalization of the T.P.Scheme in Shela village, the land area of the

project is changed as per the allotted F.P.numbers and reduced to 50,596.0 m2 instead of 84,327.0 m2

as mentioned in the Environmental Clearance order dated 20/12/2011. From the revised land area of

50,596.0 m2, the 39,131 m2 land area will be developed for the proposed Club & Hotel project and

remaining 11,415 m2 land area will be kept for future development. The EC granted to the project on the

survey numbers including the survey number 288/P, which was subdivided into 288/A & 288/B, the two

equal portion of 8043 m2. Only 288/B comes under their plot area of 50,596 m2. These 288/A & 288/B

were further converted into F.P.Numbers 43/1 & 43/2 respectively after finalization of T.P.Scheme and

the revised area of F.P.No. 43/2 is 4,825 m2 as per final T.P.Scheme. It was further mentioned that the

land of 288/B is owned by the company whereas the owner of the land of 288/A is Mr. Abdulbhai

Husseinbhai. It was clarified that actually land of 288/A is having borewell and they do not have borewell

in their premises. Due to miscommunication, it was noted as 288/B instead of 288/A in the visit report of

GPCB. It was submitted that within the plot area of 39,131 m2, approximately 22,006.5 KL/annum rain

water can be harvested through total 7 recharge percolation wells against the total fresh water

requirement of 88,640.25 KL/annum. It was mentioned that from the total fresh water requirement of

242.85 KL/day, 60.3 KL/day (total ground water recharge quantity 22,006.5 KL/annum ÷ 365 days) will

be met through ground water and remaining water requirement of 182.55 KL/day will be met through

Narmada water supply from Sardar Sarovar Narmada Nigam Limited (SSNNL) or water tankers. Project

proponent submitted a letter obtained from SSNNL for supply of water from Dholka branch canal (23.8

Km distance) after submission of requisite documents. They have submitted a receipt obtained from

SSNNL against the processing fees paid by them for getting water on industrial rate from Dholka Branch

Canal at distance of 23.85 Km.

The matter was discussed during the meeting and it was decided to consider the project only after

verification of borewell’s location on 288/A or 288/B through GPCB and after submission of the

following:

1. DILR map, satellite imagery and latitude & longitude for the project site.

4. “Jay Ambe Township” at 293-294/P329-334 at Manpura, Viramgam-Bechraji Road, Nr. Vitthalapur

Cross Road, Mandal, Ahmedabad proposed by M/s LTC Real Estate LLP.


SIA/GJ/NCP/62885/2017 on 27/03/2017.

The project was appraised during the meetings of SEAC held on 30/08/2017 & 06/12/2017. Based on

the details sought during the meeting of SEAC held on 06/12/2017, the project proponent vide their

dated 02/02/2018, submitted the revised Form-I, IA and the notarized undertaking sought during the

meeting of SEAC held on 06/12/2018.



Page 93 of 102


Page 93 of 102







WATER:



phase.


pit system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 231.44 KL/day, out of which fresh

water requirement of 74.0 KL/day shall be met through the ground water and the remaining 157.44

KL/day of water requirement shall be met through treated sewage. Metering of the water shall be

done and its records shall be maintained.

4. Necessary permission from Central Ground Water Authority shall be obtained for ground water

withdrawal for the proposed project prior to digging up of the borewell/s within premises. Metering of

the water shall be done and its records shall be maintained.

5. The sewage generation during the operation phase shall be 185.22 KL/day, which shall be treated

in the proposed onsite Sewage Treatment Plant.



conforming to GPCB norms shall be completely utilized within premises for gardening & flushing

purpose by providing dual plumbing system. Hence there shall not be any kind of sewage discharge

outside the premises.


within premises shall be maintained and furnished to the GPCB from time to time.




percolation wells shall be carried out in such a way to make the project water positive by recharging

the ground water with equivalent or more quantity of ground water to be withdrawn for the project as

per the details submitted. Before recharging the runoff, pre-treatment must be done to remove

suspended matter.

10. To measure the quantity of water being recharged, current meter shall be installed in each recharge

well and its records shall be maintained and submitted to the SEIAA/GPCB for reviewing every year

11. Rainwater harvesting system shall be properly maintained & kept functional and periodical cleaning

of the same shall be undertaken specifically including the period before onset of the monsoon.

AIR:

Page 94 of 102


Page 94 of 102






standards.

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

all proposed D.G.sets.

SOLID WASTE:


waste shall be sold to vendors, bio-degradable waste shall be treated in the proposed onsite

Organic Waste Convertor whereas the other garbage shall be disposed off properly as per the

provisions made by the concerned local authority. STP Sludge shall be used as soil conditioner

within premises after adequate treatment.

SAFETY:

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

17. Fire fighting facilities like portable fire extinguishers on each floor etc. shall be provided as

proposed.


18. Minimum parking space of 16,100 m2 as open surface parking shall be provided as proposed.



solar lighting in open and landscape areas, energy efficient motor & pumps, use of LED lighting

fixtures, roof-top thermal insulation, use of suitable sizes of power cables so as to limit the

distribution losses within 1% of the total power usage etc. shall be implemented as proposed.

GREEN BELT:

20. Green belt area of 15,091.15 m2 comprising of 9,431.79 m2 tree covered area with 575 trees within



5. “Sahjanand Viha” at Block No. - 625, F.P.No. – 90/A+90/D, Sub Div.2 Paikey Sub Plot No.2A,

O.P.No. - 90, T.P.S.No.- 25 (Mota Varachha), Mota-Varachha, Surat proposed by M/s. Prince

Palace Construction Pvt. Ltd.


SIA/GJ/NCP/69862/2017 on 28/10/2017.



proposed to install 20 KW capacity solar photovoltaic module on building terrace and 10 nos. of solar

street lights.




Page 95 of 102


Page 95 of 102






WATER:



during the construction phase .


pit system.

OPERATION PHASE:

WATER:


requirement of 41.0 KL/day shall be met through water supply system of Surat Municipal




4. Sewage generation during operation phase shall be 60.0 KL/day which shall be treated in the















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

treatment must be done to remove suspended matter.

AIR:







Page 96 of 102


Page 96 of 102

standards.

SOLID WASTE:

13. The solid waste generated shall be properly collected and segregated at source. The biodegradable

waste shall be converted into useful end product by treating it into the proposed onsite Organic

Waste Convertor and the recyclable waste shall be sold to vendors whereas the other garbage shall

be disposed off properly as per the provisions made by the Surat Municipal Corporation (SMC).

SAFETY:

14. Fire fighting facilities like fire extinguishers, hose reel, wet riser, automatic sprinkler system in

basement, manually operated electric fire alarm system, underground fire water tank of 75 KL,

terrace tank of 10 KL etc. shall be provided as proposed.




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

preferably at opposite ends.

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

of CO in the area.

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

operation of exhaust fans as CO concentration levels.


19. Minimum parking space of 8,730.66 m2 [815.78 m2 in hollow plinth + 7,914.88 m2 in basement] shall

be provided as proposed.


20. Energy conservation measures viz. maximum utilization of natural light, LED lighting fixtures in

common areas, 20 KW capacity solar photovoltaic module on building terrace, 10 nos. of solar

street lights, maximum use of aerated blocks etc. shall be implemented as proposed.

GREEN BELT:

21. Green belt area of 917.03 m2 comprising of 330.23 m2 tree covered area with 110 trees within



6. Building Construction Project at T.P.S.No. 28, F.P.No. 107 & 116, Choryasi, Surat proposed by M/s.

Siddhi Developers & Builders.


SIA/GJ/NCP/70168/2017 on 17/11/2017.


during the meeting of SEAC held on 21/12/2017, the project proponent vide their letter dated

30/12/2017, submitted revised Form-I & IA mentioning that total plot area of the project will be 44,196.0

m2 and net plot area i.e area under proposed development will be 33,291.0 m2.

The said submission of the project proponent was considered during the meeting of SEAC held on

01/02/2018. The committee found that the project proponent has not submitted the details sought during

the meeting of SEAC held on 21/12/2017. It was decided to inform the project proponent to submit the

Page 97 of 102


Page 97 of 102

details within 30 days for further processing of the application of the project and failing to which the

application will be delisted from the list of applications pending with the SEAC.

Project proponent vide their letter dated 05/02/2018 submitted that construction & demolition waste will

be disposed as per the provisions of Construction & Demolition Waste Management Rules – 2016.

Construction & demolition waste will be reused within premises for back filling & resurfacing and

remaining waste will be handed over to M/s Surat Green Precast Pvt. Ltd., a private company appointed

by Surat Municipal Corporation. It is mentioned that from the total water requirement of 1,282.0 KL/day,

200 KL/day will be met through treated sewage and the treated sewage will be reused for gardening &

flushing purpose.









WATER:



during the construction phase.

2. Sewage generated during the construction phase shall be disposed off through drainage system of

SMC.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 1,282.0 KL/day, out of which fresh

water requirement of 1,082.0 KL/day shall be met through water supply system of Surat Municipal




4. Sewage generation during operation phase shall be 1,018.0 KL/day which shall be treated in the











Page 98 of 102


Page 98 of 102







AIR:







standards.

SOLID WASTE:



provisions made by the Surat Municipal Corporation (SMC).

SAFETY:




15. Fire fighting facilities fire extinguishers at each floor, underground fire water tanks of 718 KL

capacity, overhead tank of 20 KL on each block etc. shall be provided as proposed.


16. Minimum parking space of 20,614.73 m2 [10,839.92 m2 in hollow plinth + 9,774.81 m2 as open

surface parking] shall be provided as proposed.


17. Energy conservation measures viz. use of transformers & motors having minimum efficiency of

85%, use of LED or solar lights in common areas, use of light colors for walls & ceiling to reduce the

light absorption & to minimize cooling requirement etc. shall be implemented as proposed.

GREEN BELT:

18. Green belt area of 566.27 m2 comprising of 400.0 m2 tree covered area with 142 trees within



7. “Royal Textile Market” at T.P. No: 35 (Kumbhariya- Saroli- Saniya- Hemad- Devadh), F.P. No:

272, Paikee Sub Plot No: 1+ 2, Block. No: 131, Nr. Bharat Cancer Hospital, Saroli, Choryasi, Surat

proposed by Mr. Vasudev Fatandas Sawlani.


SIA/GJ/NCP/68141/2017 on 15/11/2017.


Page 99 of 102


Page 99 of 102


submitted 1. revised details of the Sewage Treatment Plant including its capacity, size of each unit,

retention time, other technical parameters, STP sludge management plan, design drawing of dual

plumbing system etc., 2. Details of natural lighting & ventilation provision in commercial units of the

proposed project and 3. Compliance report in respect of the stipulated Terms & Conditions in the

permission obtained from Urban Development & Urban Housing Department for the proposed FSI &

Ground coverage. Total parking area provision of 27,065.68 m2 [1,534.90 m2 as open surface parking +

25,530.78 m2 in basement] whihc is equivalent to 865 CPS, will be made.

The said submission by the project proponent was considered during the meeting and as the

submission by the project proponent was not found satisfactory, it was decided to inform the project

proponent to submit the below mentioned details within 30 days for further processing of the application

of the project and failing to which the application will be delisted from the list of applications pending with

the SEAC.

1. Revised details on increased parking area provision for the project considering the actual parking

area available in basement along with back up calculation & parking plans.

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

8. “Rajhans Febrizo” at Block No. 5, O.P.No. 65, F.P.No.90, At Preli, T.P.S. No. 19 (Parvat-Magob),

Magob, Puna, Surat proposed by Mr. Bhaghubhai Bhikhabhai.


SIA/GJ/NCP/69380/2017 on 07/12/2017.



submitted that the total parking area provision of 48,241.64 m2 [3,773.50 m2 as open surface area +

11,479.0 m2 in upper basement + 11,479.0 m2 in lower basement + 10,755.07 m2 as mechanical parking

in upper basement + 10,755.07 m2 as mechanical parking in lower basement] which is equivalent to

1554 CPS.


submission by the project proponent was not found satisfactory, it was decided to inform the project

proponent to submit the below mentioned details within 30 days for further processing of the application

of the project and failing to which the application will be delisted from the list of applications pending with

the SEAC.

1. Details & plans for emergency evacuation for the proposed project and fire fighting plan especially in

case when the fire occurs in the middle portion of the building.

9. “Megh Malhar” at S.No. 630, F.P.76, O.P.No.76, Uvarsad, Sughad, Gandhinagar proposed by Mr.

Vinubhai M. Zalawadiya.


SIA/GJ/NCP/70851/2017 on 18/11/2017.


Page 100 of 102


Page 100 of 102


submitted details of the proposed STP and Organic Waste Convertor.


submission by the project proponent was found incomplete with regards to the following, which was

sought during the meeting of SEAC held on 24/01/2018. It was decided to inform the project proponent

to submit the below mentioned details within 30 days for further processing of the application of the

project and failing to which the application will be delisted from the list of applications pending with the

SEAC.

1. Revised water balance details considering the reuse of treated sewage for purposes like flushing,

gardening etc. within premises.

2. Proposal for segregation of solid waste to be generated during the operation phase and to install in

house Organic Waste Converter (OWC). Details of the OWC like its capacity, type, its location on the

layout plan etc. should be submitted.

3. Revised details with increased tree covered area considering the number of trees to be planted

within premises.

10. “Shiv Shakti Textile Hub” at T.P.S. No.64 ( Dumbhal-Magob), Block No.144, O.P.No.94,

F.P.No.94, Magob, Choryasi, Surat proposed by Mr. Ratilal V. Patel.


SIA/GJ/NCP/69369/2017 on 13/11/2017.



letters dated 30/01/2018 submitted that the total parking area provision of 35,038.0 m2 [1,426.0 m2 as

open surface area + 8,403.0 m2 in upper basement + 8,403.0 m2 in lower basement + 8,403.0 m2 as

mechanical parking in upper basement + 8,403.0 m2 as mechanical parking in lower basement] whihc is

equivalent to 1114 CPS.

The said submission by the project proponent was considered during the meeting and the committee

was of the view that the project proponent should explore the possibility of increasing the parking area

provision for the project. It was decided to inform the project proponent to submit the below mentioned

details within 30 days for further processing of the application of the project and failing to which the

application will be delisted from the list of applications pending with the SEAC.

1. Revised details on increased parking area provision for the project along with back up calculation &

parking plans.

11. Building Construction Project under slum rehabilitation scheme at S.No. 269, 268/P, 265/p, F.P.No.

2/2, 2/3, T.P.S. No.24, (Manipur Extension), Maninagar, Ahmemdabad proposed by Ahmedabad

Municipal Corporation.


SIA/GJ/NCP/69468/2017 on 25/09/2017.

Page 101 of 102


Page 101 of 102



letter dated 06/02/2018 submitted that the parking area provision of 4,063.06 m2 [2,413.06 m2 in hollow

plinth + 1,650.0 m2 as open surface parking] equivalent to 157 CPS, proposed by them is more than the

parking requirement of GDCR and requested to consider the same taking into consideration the

residential unit’s size of 31.05 m2. 153 trees will be planted within premises.









WATER:



phase.


pit system.

OPERATION PHASE:

WATER:

3. Total water requirement during the operation phase shall be 337.49 KL/day shall be met through

the water supply from Ahmedabad Municipal Corporation (AMC). No ground water shall be tapped

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

4. The sewage generation during the operation phase shall be 265.59 KL/day, which shall be

discharged into the drainage line Ahmedabad Municipal Corporation (AMC).

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

converted into the recharge well.


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

treatment must be done to remove suspended matter.

AIR:







standards.

SOLID WASTE:

Page 102 of 102


Page 102 of 102



provisions made by the Ahmedabad Municipal Corporation (AMC).

SAFETY:




12. Fire fighting facilities like fire extinguishers, hose reel, down comer, manually operated electric fire

alarm system, underground static water storage tank-75 kl capacity, terrace tank -50 kl capacity

(total capacity), pump near underground static water storage tank (fire pump) with minimum

pressure of 3.5 kg/cm2 at terrace level –one electric and one diesel pump of capacity 2,280 lit/min

and one electric pump of capacity 180 lit/min etc. shall be provided as proposed.


13. Minimum parking space of 4,063.06 m2 [2,413.06 m2 in hollow plinth + 1,650.0 m2 as open surface

parking] shall be provided as proposed.



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

lighting fixtures and low voltage lighting, roof-top thermal insulation etc. shall be implemented as

proposed.

GREEN BELT:

15. Green belt area of 1,236.86 m2 comprising of 489.28 m2 tree covered area with 153 trees within



Meeting was concluded with thanks to the Chair.

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

Minutes approved by:

Sr.

No.

Name & designation Sign

1. Dr. Dinesh Misra, Chairman, SEAC.

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

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

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

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

6. Dr. Mayuri H. Pandya, Member, SEAC.

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