Godrej Prakriti Concept Report - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/TOR/PFR/06_Apr... · Microsoft Word - Godrej Prakriti Concept Report Author:

M/s. Godrej Properties Ltd. Residential cum Commercial Complex “GODREJ PRAKRITI” at 187F/1

(Old No. 150), B.T. Road, JL No. 7 & 9, Mouza – Rambhadrabati & Sukhchar, PS – Khardah, Dist. – 24 Paraganas (N), West Bengal

Project Concept Report April 27, 2017 Page 1

Project Concept Report

INTRODUCTION

M/s. Happy Highrises Ltd., the erstwhile project proponent now merged into M/s Godrej Properties Ltd, the present project proponent is intending to take up development of a residential cum commercial complex “GODREJ PRAKRITI” at 187F/1 (Old No. 150), B.T. Road, JL No. 7 & 9, Mouza – Rambhadrabati & Sukhchar, PS – Khardah, Dist. – 24 Paraganas (N), West Bengal. The project proponent had received stipulated conditions for environmental clearance vide memo No. 247-2N-41/2009(E) dated 06.04.2010. Revised EIA report for the above mentioned project had been submitted to SEAC, West Bengal on 15th April 2016. Accordingly, EIA presentation was made before the State Level Expert Appraisal Committee, West Bengal in its 122nd meeting, held on 4th May, 2016. An application under the violation category according to the MoEF notification S.O.804 (E) on 14th March 2017 had been made. Now we wish to apply for the appraisal / approval of our project under violation project category to SEIAA, West Bengal as advised by MoEF&CC, upon enquiry, via a mail dated 4th April, 2018. The entire development will follow a master plan which has been prepared taking into consideration the land use pattern of the surrounding areas.

Project Details As per stipulated Environmental

clearance (memo No. 247-2N-41/2009(E) dated 06.04.2010)

As per revised application (including the Health care Block

which was supposed to be developed in the 2nd Phase)

Block Details

Club – 1 Block of G+2 Storied Club – 1 Block of G+1 Storied Commercial Block – 1 Block of G+4 Storied

Commercial Block – 1 Block of G+3 Storied

Community Hall - Block of G+2 storied

Community Hall - Block of G+2 storied

MLCP – 1 Block of B+G+5 Storied MLCP – 1 Block of G+3

Residential - 5 Blocks of G+13 Storied



Residential - 3 Blocks of G+4 Storied (01 block has common basement along with G+19 blocks)


Residential - 11 Blocks of G+19 Storied (06 Blocks have common basement)

Health Care Block - Not Included Day Care Cum – Residential – 1 Block of B+G+18

Total Built-up Area 247105.1 sqm 248037.87 sqm

Land Area as per Deed

108090.7 sqm (26.71 acres) 108091.98 sqm (26.71 acres)




No. of Dwelling units 1948 Nos. 2096 Nos.

PROJECT PROPONENT

Godrej Properties Ltd. having its registered office in Mumbai and regional office in Kolkata, is a

group company of Godrej Industries, a well-known business house in India & abroad. They have

already developed several residential & commercial complex in and around Kolkata.

Godrej Properties Ltd. through its subsidiary Happy Highrises Ltd. had bought the assets and

properties of Bangasree cotton Mills, Sodepur from National Textile Corporation, an enterprise of

the Government of India through a tender process in July, 2007.

As per a letter dated 19th October, 2004 issued by the Industrial Reconstruction Department of

the Government of West Bengal given as annexure to the tender document for the above said

property, the Government of West Bengal has agreed in principle for the conversion of land-use

from industrial to any other use like non-polluting industries / commercial / residential /

educational. As per the said letter the assets and properties of Bangasree Cotton Mills can be

sold of to any private party and would be considered favorably for exemption from Urban Land

(Ceiling and Regulation) Act (ULC Act).

Happy Highrises Ltd (HHL) have obtained sanction from Panihati Municipality to construct a

residential cum commercial complex in the said land at 187F/1 (Old No. 150), B.T. Road, JL No.

7 & 9, Mouza – Rambhadrabati & Sukhchar, PS – Khardah, Dist. – 24 Paraganas (N), West

Bengal.

Recently HHL (the project proponent) has been merged into M/s Godrej Properties Ltd (GPL),

who will now complete the project named “Godrej Prakriti” in the said land.

Project Details

As per stipulated Environmental clearance

(memo No. 247-2N-41/2009(E) dated 06.04.2010)

As per revised application (including the Health care

Block which was to be developed in the 2nd Phase)

Land Area as per Deed 108090.7 sqm (26.71 acres) 108091.98 sqm (26.71 acres) Land Area Vested ( Under 14Z Rule)

10157.53 sqm (2.51 Acres) 10157.53 sqm (2.51 Acres)

Land Transferred to Municipality

Nil 5260.93 sqm (1.30 Acres)

Remaining Total Site Area 97933.17 sqm (24.7 Acres) 92673.39 sqm (22.90 Acres) Ground Coverage 14897.95 sqm (15.21%) 20031.569 sqm (21.62%) Total Built-up Area 247105.1 sqm 248037.87 sqm No. of Dwelling units 1948 Nos. 2096 Nos. Existing Water Bodies 11116.63 sqm (11.35%) 11116.63 sqm (12.00%) Total Paved Area 24336.24 sqm (24.85%) 22719.50 sqm (24.51%) Total Green Area 47582.55 sqm (48.59%) 38340.83 sqm (41.36%) Parking Required (Nos.) 2036 2325 Expected population 10000 (Fixed) 8000 (floating) 10480 (Fixed) 3929




(temporary) Total Water requirement (operation stage)

2267 KLD 1933.85 KLD

Fresh Water Requirement 1689 KLD 922.33 KLD Waste Water Generated 1340 KLD 1213.68 KLD Waste Water Recycled 578 KLD 1011.52 KLD Waste Water Discharged 762 KLD 171.82 KLD Solid Waste Disposal 6.5 TPD 5.5 TPD Total Power Requirement 15000 KVA 12000 KVA

Back Up Power (DG Sets)

125KVA – 02, 625 KVA – 08, 1010 KVA – 01, 1500 KVA - 02

275 KVA – 01, 320 KVA – 01, 500 KVA – 01, 500 KVA – 03

Project Cost 600 crores

Out of the net site area after land transfer to Municipality i.e. 92673.39 sqm (22.90 Acres),

around 19659.82 sqm (21.21%) will be used for exclusive tree plantation purpose. Proposed

Master Plan is presented in Drawing-1.

Proposed Area Statement

The basic development of the residential cum commercial complex will comprise of:


Residential - 3 Blocks of G+4 Storied (01 block has common basement along with G+19

blocks)

Residential - 11 Blocks of G+19 Storied (06 Blocks have common basement)

Club – 1 Block of G+1 Storied

Community Hall - 1 Block of G+2 Storied

Commercial Block – 1 Block of G+3 Storied

MLCP – 1 Block of G+3

Day Care Cum – Residential – 1 Block of B+G+18

Land Use Statement

Sl. No. Description Area in Sqm Area in Percentage

NET LAND AREA 92673.39 100.00

1. Ground Coverage 20031.57 21.62

2. Road Area 10675.97 11.52

3. Other Paved Area 3013.53 3.25

4. Other soft area 9651.01 10.41

5. Tree cover 19659.82 21.21

6. Semi Paved Area for open car parking 18060 19.49

7. Swimming pool 464.86 0.5

8. Water Body 11116.63 12.0




DETAILS AREA (SQM) PERCENTAGE

Total Green Area 38340.83 41.36

Exclusive Tree Plantation Area 19659.82 21.21

Other Green Area 9651.01 10.41

50% Open Parking & Semi Paved Area 9030.00 9.74

DETAILS AREA (SQM) PERCENTAGE

Total Paved Area 22719.50 24.51

Road Area 10675.97 11.52

Other Paved Area 3013.53 3.25

50% Open Car Parking & Semi Paved Area 9030.00 9.74

Water Supply, Wastewater Generation, Recycling and Discharge

Daily water demand of the residential cum commercial complex during operation phase will be

1933.85 KLD. Fresh water to the tune of 922.33 KLD. A part of the daily freshwater requirement

will be supplied by Panihati Municipality water supply system. Besides, there shall be some

abstraction of ground water. The wastewater generated (1213.68 kld) will be collected through a

well-designed sewer network leading to STPs. The proposed STPs will be based on FAB

(Fluidized Aerobic Bio-Reactor) technology followed by tertiary treatment and UV radiation as

disinfection. In addition, treated wastewater to the tune of 1011.52 KLD will be utilized in non-

critical purposes like toilet flushing (478.52 kld), landscaping (440 kld) and car washing (93 kld).

Treated waste water to be discharged to Panihati Municipality drainage system: 171.82 kld.

Water demand Statement for the development is presented below.

Sl. No

Category Population

Per capital Water

demand (lpcd)

Water demand (kld) Type of water

Domestic (kld)

Flushing (kld)

Total (kld)

Fresh (kld)

Treated Sewage

(kld)

1 Residential Population

9432 135 848.88 424.44 1273.32 848.88 424.44

2 Floating Population

2000 15 10.00 20.00 30.00 10 20.00

3 Club 429 70 18.45 11.58 30.03 18.45 11.58

4 O & M 450 45 13.50 6.75 20.25 13.50 6.75

5 Commercial 1050 45 31.50 15.75 47.25 31.5 15.75

6 Irrigation - - - - 440 - 440

7 Car wash 2325 - - - 93 - 93

TOTAL 922.33 478.52 1400.85 922.33 1011.52




Total Water Requirement = 1933.85 kld

Source: Panihati Municipality supply and groundwater. The wastewater will be collected through a well-designed sewer network leading to STP. The proposed STP will be based on FAB (Fluidized Aerobic Bio-Reactor) technology followed by tertiary treatment and UV radiation as disinfection. Total Recycling: 1011.52 kld Landscaping: 440 kld, Car Washing: 93 kld, Toilet Flushing: 478.52 kld Treated waste water to be discharged to Panihati Municipality drainage system: 171.82 kld.

Wastewater Generation

Sl. No. Category

Water requirement (Kld) Waste water to the STP

(Kld) Fresh Water

(Kld)

Treated Waste water

(Kld)

1 Residential Population 848.88 424.44 1018.66

2 Floating Population 10 20.00 24.00

3 Club 18.45 11.58 24.02

4 O&M Population 13.50 6.75 16.20

5 Commercial 31.50 15.75 37.80

6 Irrigation 440

7 Car Wash 93 93

Total 922.327 1011.52 1213.68

Raw Wastewater to S.T.P. 1213.68

Treated Wastewater from S.T.P. 1183.34

Treated Wastewater for Reuse 1011.523

Treated Wastewater for disposal 171.82




PROPOSED WATER BALANCE (all figures are in KLD)

Wastewater Treatment

Sewage Treatment Plants will be set up for treating wastewater from the residential cum

commercial complex. The STPs will be based on FAB Technology followed by tertiary treatment.

Treated wastewater will be used within the project site in some non-critical purposes. Treated

wastewater, in excess (around 171.82 kld) will be discharged in to the public drainage/sewage

system.

Treated water, meeting the relevant norms to the tune of 1011.52 kld, will be used for non-critical

purposes like toilet flushing, car washing & irrigation purposes, etc. within the complex. Treated

wastewater, in excess (around 171.82 kld) will be discharged in to the Panihati Municipality

drainage/sewage system.

Flats

Floating Population

O & M / Service Population

Car Washing

Irrigation

S. T. P.

Treated Wastewater for Disposal

171.82

Freshwater

1022.50

848.88

424.44

10.0

20.0

13.5

6.75

440

93.0

1018.66

24.0

16.20

93.0

1213.68

1183.34

Legend: Freshwater Wastewater Treated Wastewater

Club 11.58

24.02

1011.52

Commercial

18.45

31.5

15.75

37.8




Municipal Solid Waste Generation and Its Management

Solid waste during construction phase (on an average of around 1000 kg/day) mainly comprises

of excavation earth, concrete debris with bits and pieces of steel, cement bags, waste paper and

cardboard packing materials etc. and demolition wastes. In addition it may also have small

quantities of centering oil, grease, water proofing compounds, paints, wood dust from treated

wood, discarded lube oil etc. Special care is being taken to prevent mixing of these harmful

substances with non-hazardous construction wastes. Discarded lube oil is being stored in HDPE

containers and finally sold to the authorized vendors of MoEF / WBPCB. Usable / recyclable

materials are being sold off to waste recyclers. Unusable construction and demolition wastes are

being used for land development activities within the project site.

During the construction phase solid wastes of domestic origin to the tune of 100 kg / day are

being generated. Such wastes are being collected, transported and disposed off by Panihati

Municipality as per Rules.

Solid waste during operational phase in general will be of domestic nature. Garbage will be

segregated at source for biodegradable, in-organic recyclables and in-organic inert material

during operational phase (5.5 TPD). Total MSW will be stored at a place within the site. Organic

component will be managed in house by installing mechanical composter, inorganic recyclables




will be sold to vendors and inorganic inert material will be stored at a place within the site (VAT).

From there it be collected, transported, treated and disposed off by Panihati municipality as per

Rules.

SOLID WASTE GENERATION

Sl. No. Category Population Rate

(in kg/day) Total

(in kg/day) 1 Residential Population 9432 0.45 4244.4

2 Floating Population 2000 0.1 200

3 O&M Population 450 0.15 67.5

4 Club Population 429 0.15 64.35

5 Commercial 1050 0.1 105

6 Street Sweeping 8069 0.1 806.9

Total - 5488.15 kg / day




RAIN WATER HARVESTING

The SEAC guideline regarding rainwater harvesting is as follows–

Sl. No.

Category of Building Minimum percentage of rainwater which

should be harvested by

Surface Storage Sub-surface Recharge

1 10 to 15 storied Buildings & Above 40% 60%

2 6 to 10 storied Building 35% 45%

3 3 to 5 storied Building 25% 15%(recharge or

additional storage)

4 Less than 3 storied Building 10% 10%

Note: While suggesting the guidelines, RWH potential in 1000 sqm Roof Area was considered to be 7,68,000 liters annually based on the rainfall characteristics. Uniform utilization of harvested rainwater throughout the year from created storage tank was also considered. Based on the above consideration, the storage facility to be created from 1000sqm roof area for Sl. No. 1, 2, 3 were thought to be 3 lakh litre, 2.5 lakh litre and 1.5 lakh liters respectively.

As per SEAC proposed guidelines the rain water harvesting potential is calculated in the following Table.

DETAILS NO. OF

STOREY

ROOF AREA, SQM

TOTAL RAIN

WATER POTENTIAL,

lakh litre

MINIMUM PERCENTAGE OF RAIN

WATER WHICH SHOULD HARVESTED

BY

RAIN WATER HARVESTING

POTENTIAL AS PER SEAC GUIDELINES

SURFACE STORAGE

(%)

SUB- SURFACE

RECHARGE (%)

SURFACE STORAGE,

lakh litre

SUB-SURFACE

RECHARGE, lakh litre

Residential G+4 2271 17.44 25 15 4.36 2.62

Residential G+14, G+19

11580.13 88.94 40 60 35.57 53.36

Day Care Cum

Residential B+G+18 1076.26 8.27 40 60 3.31 4.96

Commercial G+3 1309.1 10.05 25 15 2.51 1.51 MLCP G+3 620.17 4.76 25 15 1.19 0.71 Club G+1 1855.15 14.25 10 10 1.42 1.42

Community G+2 776.2 5.96 10 10 0.60 0.60 TOTAL

19488.01 149.67

48.97 65.18

TOTAL 114.15

As per SEAC proposed guidelines, storage facilities and sub-surface recharging facilities required will be 48.97 and 65.18 lakh litres respectively. Total volume of roof top rain water harvested as per SEAC guidelines is 114.15 lakh litre.




In view of the above total roof top rain water will be diverted to the water bodies. The area of water bodies are 11116.63 sq.m. Considering 1.5 meter depth, total water storage capacity 11116.63 sq.m * 1.5 = 16674.95 cum = 166.75 lakh litre. Existing water bodies is sufficient for surface storage of roof top rain water.

Storm Water Management

This is a developed land with no undulation. The surrounding area is predominantly residential

and commercial in nature.

A well-designed storm drainage system will be constructed in the complex. Storm drains of the

complex will collect and convey the rain water into the adjacent public sewer/drainage system.

While designing the internal drainage system, invert level of the public rain in-front of the project

site will be given due consideration to avoid any floods or water logging in the site.

Electricity, DG sets, Stack height

Electricity will be supplied by CESC.

The connected load will be about 12000 KVA. The project will be provided with 1 x 275 KVA, 1 x

320 KVA and 4 x 500 KVA each DG sets. The emission from DG sets will be discharged through

stack of height 3.3 meter for 275 KVA, 3.6 meter for 320 KVA and 4.5 meter for each 500 KVA

DG sets above the roof of the DG building. Fuel (low sulphur diesel) required for DG set will be

about 415 litre/hr.

Tree Plantation Details

Around 19659.82sqm (21.21%) of the total plot area will be used for plantation purpose. Around

1400 trees in totality will be planted at the project site.208 nos. of trees exist within the project

site which shall be retained. Relevant details of such trees are presented below:

SL.NO. BOTANICAL NAME COMMON NAME QUANTITY

ORNAMENTAL FLOWERING TREES

1 Alstonia scholaris Devil's Tree 50

2 Amherstia nobilis Tree Of Heaven 35

3 Albizia procera White Siris 15

4 Anthocephalus chinensis Kadamba Tree 10

5 Bauhinia purpurea Purple Orchid Tree 35

6 Bauhinia variegata Kachnar 50

7 Bauhinia blakeana Hongkong Orchid Tree 25

8 Brassia actinophylla Umbrella Tree 45

9 Bombax ceiba Red Silk Cotton Tree 25

10 Butea monosperma Flame Of Forest 25




11 Callistemon lanceolatus Bottle Bush 50

12 Callistemon polandii Golden Bottle Brush 20

13 Cassia fistula Amaltas 40

14 Delonix regia Gulmohar 40

15 Erythrina variegata Indian Coral Tree 45

16 Grevillea robusta Silver Oak 15

17 Jacaranda mimosifolia Blue Jacaranda 20

18 Lagerstroemia thorelli Pride Of India 25

19 Magnolia grandiflora Magnolia 25

20 Michelia champaca Golden Champa 20

21 Melaleuca alternifolia Narrow-leaved Tea Tree 15

22 Artocarpus heterophyllus Jackfruit Tree 30

23 Nyctanthes arbor-tristis Coral Jasmine 30

24 Peltophorum ferrugineum Copper Pod Tree 30

25 Plumeria alba White Frangipani 30

26 Plumeria rubra Red Frangipani 30

27 Pongamia glabra Pongam Tree 25

28 Pterospermum acerifolium Kanak Champa 25

29 Spathodea campanulata Tulip Tree 20

TOTAL 850

ORNAMENTAL FOLIAGE TREES

1 Azadirachta indica Neem Tree 20

2 Dillenia indica Elephant Apple 15

3 Ficus benjamina Weeping Fig Tree 30

4 Ficus lyrata Fiddle Leaf Fig 15

5 Ficus reginald Golden Fig Tree 15

6 Mimusops elengi Bakul Tree 10

7 Polyalthia longifolia Devdaru 5

8 Schleichera trijuga Kusum Tree 25

9 Terminalia arjuna Arjun Tree 35

10 Terminalia cattapa Indian Almond Tree 20

TOTAL 190

FRUIT TREES

1 Aegle marmelos Bael 30

2 Mangifera indica var. 'Amrapali' Mango 30

3 Mangifera indica var. 'Mullica‘ Mango 20

4 Moringa oleifera Drumstick Tree 25

TOTAL 105

PALM TREES

1 Areca catechu Betelnut Plam 50

2 Arca lutescens (Syn.

Chrysalidocarpus lutescens) Areca Plam 35

3 Bambusa vulgaris Golden Bamboo 20

4 Caryota urens Fishtail Plam 30




5 Cocos nucifera Coconut Tree 30

6 Latania lontaroides Red Latan Plam 30

7 Latania loddigesii Blue Latan Plam 20

8 Livistona chinensis Chinese Fan Palm 20

9 Ptychosperma macarthurii Cluster Plam 20

TOTAL 255

Fire Fighting

There will be all provisions as per NBC-2005 of fire fighting for the given height of the building.

Clearance from the concerned Authority will be obtained and it’s recommendations will be

followed.

Others

The proposed residential complex will have a large number of modern/ advanced/ useful facilities

of which the following need special mentioning –

High speed elevators;

Modern fire detection & suppression system;

Sufficient Car parking

CCTV Security system.

Project Cost

Estimated Project cost is around Rs. 600 Crores.

Drawings:

1. Master Plan

2. Traffic Circulation Plan

Documents

Godrej Prakriti Concept Report - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/TOR/PFR/06_Apr... · Microsoft Word - Godrej Prakriti Concept Report Author: