INTRODUCTION M/s Vatika Ltd. - …environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/13_Sep... · Expansion of Residential Colony “Vatika India Next” M/s Vatika Limited Sector

Expansion of Residential Colony “Vatika India Next”

M/s Vatika Limited

Sector – 81, 82, 82A, 83, 84 & 85, Village- Sihi, Sikhopur, Badha, Sikanderpur Badha &

Kherki Daula, District- Gurugram, Haryana

CONCEPTUAL PLAN

Prepared By: Vardan Environet, Gurugram

INTRODUCTION

M/s Vatika Ltd. is Limited firm and the main objective of the company is the development of the

state through promoting the real estate developers, promoters, infrastructure developers & financers.

The company is having its office at Gurugram. Vatika Group aims to create homes, schools, hotels,

restaurants, retail spaces, commercial spaces and business centers that uphold unparalleled quality

and reflect timelessness. The management of the company proposes Expansion of Residential

Colony “Vatika India Next”. The land belongs to M/s Vatika Ltd. in collaboration with others. The

project will be developed under the banner M/s Vatika Ltd. and will be executed through a tender

process. The land has been purchased for development of residential plotted colony seeing viability

of the project and the license has been granted by DTCP on the additional land of 791682 sq.m

(195.629 acres) adjacent to the site for expansion purpose.

Environmental Clearance has already been granted to the project vide letter no. SEIAA/

HR/2013/599 dated 04.09.2013 on a plot area of 1139501.01 sq.m (281.577 Acres) and built up area

of 851694.57 sq.m under schedule 8 (b) of the EIA notification, 2006. The construction work is

under process. Six monthly compliance is regularly submitted at MoEF& CC, R.O. Chandigarh.

The total Plot area of the project after expansion will be 1931183.01 sq.m (477.206 Acres). The net

plot area for the proposed project will be 1684308.73 sq m. Total built up area after expansion will

be 1631853.155 sq.m. hence, the project proponent has applied for Environmental Clearance for the

expansion of the project again under schedule 8(b) of EIA notification 2006.

The project comprises of activities like Group Housing, Residential Plots, NPNL Plots, EWS Plots,

Commercial and amenities in the phase for which Environmental Clearance has already been

granted. For proposed phase activities proposed are Residential Plots, NPNL Plots, EWS Plots,

Commercial and amenities.


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CONCEPTUAL PLAN


SITE LOCATION AND SURROUNDINGS

The proposed project site is located in Sector- 81, 82, 82A, 83, 84 & 85 of Village- Sihi, Sikhopur,

Badha, Sikanderpur Badha & Kherki Daula Harsaru, Tehsil- Manesar and District-Gurgaon,

Haryana.

The Co-ordinates of the project site are

Latitude: 28°23'27.05"N

Longitude: 76°58'0.72"E.

The site is located adjacent to NH-8 (350 m SW from project site) and is accessible by other 60 m &

75 m wide roads adjacent to site. The nearest railway station is Gurugram Railway Station – 10.5

Km NE. The nearest airport is Indira Gandhi International Airport – 21.0 km NE away from the

project site.

PROJECT SITE SURROUNDING INFRASTRUCTURE

Nearby Hospital:

Sona Hospital : 4.0 Km NE

Nearby School:

Government SS School : 2.5 Km NE

Saraswati Public School : 4.0 Km NE

Nearby Places of Worship:

Mandir: 4.0 Km NE

Nearby Community Facilities:

Bank: 5.0 Km NE

Post Office: 1.5 Km NE


M/s Vatika Limited



CONCEPTUAL PLAN


Figure-1: Satellite image of the project using Google Earth

PROJECT LAYOUT AND ENVIRONMENTAL CONTEXT

The proposed project is the Expansion of Residential Colony “Vatika India Next” which comprises

of activities like Group Housing, Residential Plots, NPNL Plots, EWS Plots, Commercial and

amenities.

The existing plot area was 1139501.01 sq.m (281.577 Acres) having built up area of 851694.57

sq.m. Hence, the total Plot area of the project after expansion will be 1931183.01 sq.m. (477.206

Acres). The net plot area for the proposed project will be 1684308.73 sq m. Total built up area after

expansion will be 1631853.155 sq.m. The detailed Area Statement is provided below in Table 1.

PROJECT SITE


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CONCEPTUAL PLAN


Table 1: Area Statement

As per Earlier EC

granted

(Existing Area)

Expansion Area

Total area

(Existing + Expansion)

Allocated

area in

acres

Allocated

area in m2

Allocated

area in

acres

Allocated

area in m2

Allocated

area in

acres

Allocated

area in m2

Total plot area

281.577

1139501.01

195.629

791682.00

477.206

1931183.01

Area under

road in proposed Master plan

9.35

37838.08

0.22

890.31

9.57

38728.39

Future

development

( UD)

10.717

43370.13

40.717

164775.75

51.434

208145.89

Net planned

area

261.51

1058292.79

154.692

626015.939

416.202

1684308.73

S.No. Particulars As per Earlier

EC granted Expansion

Total (Existing

+ Expansion)

1 Group Housing (Plot Area) 113311.1 … 113311.1

a Number of Dwelling Unit 1485 … 1537

b Ground coverage 39658.89 … 39658.89

c Built Up Area 280276.64 … 284246.63

2 Residential Plots (Plot Area) 369117.72 249090.76 618208.48

a Number of Plots 1781 1314 3095

b Ground coverage 221442.26 160197.98 381640.242

c Built Up Area 472685.35 467424.67 940110.02

3 Commercial Area (Plot Area) 37797.35 25050.15 62847.5

a Ground coverage 15118.94 12119.4 27238.34

b Built Up Area 98732.58 113629.18 212361.76

4 Amenities (Plot Area) 69483.30 108452.45 177935.75

High School 1 2 3

Primary School 3 3 6

Nursery School 5 2 7

Creche 1 2 3


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CONCEPTUAL PLAN


Dispensary 1 1 2

Community Centre/club 1 2 3

Religious Building 1 2 3

Taxi Stand 4 1 5

Nursing Home 5 6 11

MB 5 14 19

MUB 5 20 25

Clinic 5 -2 3

ATM 5 5 10

Beauty Parlour 5 5 10

Police Post 0 1 1

Health Centre 0 1 1

a Ground coverage 22929.49 35789.31 58718.80

c Built Up Area 73530.30 121604.45 195134.75

Total Proposed Ground Coverage 299149.5819 208106.6861 493780.138

Total Built up Area 925224.86 689506.3 1631853.155

5

Green Area (as per Approved layout

plan) 74462.1136 25171.43188 99633.54548

Green Area to be proposed 505292.61

6 Road Area 394122.7215 218246.6205 612369.342

POPULATION DENSITY

The Total population after the expansion of the project will be 77501 Person. During construction

phase, 200-250 number of labour will be engaged. The detailed population breakup is given below in

the following Table 2.


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CONCEPTUAL PLAN


Table 2: Population Break up

Existing detail as per granted EC

and from previous Report Expansion/ Modification Total (Existing+ Expansion)

S.No Unit Type

No. of Plots/

F.A.R Area

(in sq.m)

No. of

D.U Population

No. of

Plots/

F.A.R Area

(in sq.m)

No. of

D.U Population

No. of Plots/

F.A.R Area

(in sq.m)

No. of

D.U

Population

1 Residential plots 1781 5343 22307 1314 3942 16686 3095 9285 38993

Main (@4.5) 949 2847 12812 752 2256 10152 1701 5103 22964

NPNL (@4.5) 446 1338 6021 328 984 4428 774 2322 10449

EWS (@3) 386 1158 3474 234 702 2106 620 1860 5580

Visitors … … 2231 … … 1669 … … 3899

Total Residential Population 42892

2 Dwelling Unit in

Group Housing … 1485 … … 52 … … 1537 7685

Visitors … … … … … … … … 769

Total Group Housing Population 8454

3 Commercial

(Retail Shops) 66145.36 … … 40134.51 … … 106279.87 … 10628

Shopkeepers

(30% of total

commercial

population)

… … … … … … … … 3188


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CONCEPTUAL PLAN


Visitors (70% of

total commercial

population) … … … … … … … … 7440

4 Amenities

15528

a High School … … … … … … 60702.75 … 4300

b Primary School … … … … … … 24281.1 … 1700

c Nursery School … … … … … … 5665.59 … 400

d Dispensary … … … … … … 10117.125 … 20

Staff in

Dispensary …

… … … … …

… 50

e

Community

Centre/club …

… … … … … 24281.1 …

8094

f

Religious

Building …

… … … … … 2428.11 …

809

g Nursing Home … … … … … … 11000 … 35

Staff in Nursing

Home …

… … … … …

… 70

Police Post … … … … … … 4046.85 … 50

Total Population 77501


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CONCEPTUAL PLAN


PROJECT COST

The total estimated cost of the project is Rs 494 Crores.

WATER REQUIREMENT

The water requirement for proposed Residential plotted colony will be met from HUDA supply within the area. So no ground water

will be abstracted. Total water requirement after expansion has been estimated as 9226 KLD (6603 KLD for existing colony and 2623

KLD for proposed plotted colony). Total Fresh water requirement of the Residential Plotted Colony will be 4527 KLD (Existing –

3771 KLD & Proposed- 756 KLD). The daily water requirement calculation is given below in Table 3.

Table 3: Calculations for Daily Water Demand

S.No Types Area

(in sq.m) No. of Units

Total

Population

Unit water

Consumption

Total

Water

Required

Water

required for

domestic use

Flushing

Water

Total

Waste

water

1 Residential Plots 9285 38993 135 5263.9875 3509.325 1754.6625 4562.1225

2 Visitors @ 10% of total

population

3899 15 58.48875 19.49625 38.9925 54.5895

3 Dwelling unit in

Group Housing 1537 7685 135 1037.475 691.65 345.825 899.145


population 769 15 11.5275 3.8425 7.685 10.759

5 Commercial Facilities 106279.87


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CONCEPTUAL PLAN


a Shopkeepers (@ 30 %

of total population) 3188 45 143.46 95.64 47.82 124.332

b Visitors (@ 70 % of

total population) 7440 15 111.6 37.2 74.4 104.16

6 Amenities

a High School 60702.75 4300 45 193.5 64.5 129 180.6

b Primary School 24281.1 1700 45 76.5 25.5 51 71.4

c Nursery School 5665.59 400 45 18 6 12 16.8

d Dispensary 10117.125 20 340 6.8 4.8 2 5.84

Staff in Dispensary 50 45 2.25 1.5 0.75 1.95

e Community

Centre/club 24281.1

8094 15 121.41 48.564 72.846 111.6972

f Religious Building 2428.11 809 15 12.135 7.281 4.854 10.6788

g Nursing Home 11000 35 340 11.9 8.4 3.5 10.22

Staff in Nursing

Home

70 45 3.15 2.1 1.05 2.73

h Police Post 4046.85 50 45 2.25 1.5 0.75 1.95

7 Landscape Area 505290.93 4 2021.16372

8 DG Cooling

24135 0.9

Lt/KVA/6hrs 130.329

Total water

consumption of

Existing Phase I & II

77501 9225.92647 4527.29875 2547.135 6168.974

Says 9226

KLD

Says 4527

KLD

Says 2547

KLD

Says 6168

KLD


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CONCEPTUAL PLAN


Figure-2 : Water Balance Diagram for Summer season


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CONCEPTUAL PLAN


Figure-3 : Water Balance Diagram for Winter season


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CONCEPTUAL PLAN


Table 4: Calculations for Daily Water Demand

Details Water (KLD)

Water requirement for domestic purpose 4527

Wastewater generated from domestic use (@ 80% of domestic water requirement) 3621

Water requirement for Flushing Purpose 2547

Wastewater generated from Flushing (@ 100% of flushing requirement) 2547

Total wastewater generated 6168

Wastewater Generation & Treatment

The wastewater will be treated through proposed Sewage Treatment Plant having the capacity of

8000 KLD (i.e. 4300 KLD in existing phase and capacity of 3700 KLD in Expansion phase) of

MBBR technology within the project premises. Approximately 4935 KLD of water will be obtained

from proposed Sewage Treatment Plant which will be used for flushing, horticulture, DG cooling

purposes and rest of treated water will be given to water tanker suppliers for construction site.

SEWAGE TREATMENT TECHNOLOGY

MOVING BED BIOREACTOR TECHNOLOGY

Sewerage System

An external sewage network shall collect the sewage from all units, and flow by gravity to the

proposed sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization of the

treated waste water.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an

excellent fertilizer for horticultural purposes.


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CONCEPTUAL PLAN


a. Wastewater Details

(a) Daily load : 453 KLD

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 6.5 to 8.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 150-300 mg/l

(g) BOD5 (mg/l) : 200-600 mg/l

(h) COD (mg/l) : 600-800 mg/l

b. Final discharge characteristics

(a) pH : 7.5 to 8.5

(b) Oil & Grease : <10 mg/l

(c) B.O.D. : <10 mg/l

(d) C.O.D. : <60 mg/l

(e) Total Suspended Solids : <10 mg/l

c. Treatment Technology

The sewage will be first passed through a Bar Screen Chamber where any extraneous matter would

get trapped. The influent would overflow by gravity to the Oil & Grease Chamber which is provided

for safety so that the oil may not inhibit the biological growth in the MBBR reactors.

The sewage would then collected in an Equalization Tank where the variations in flow and

characteristics are dampened, which otherwise can lead to operational problems and moreover it

allows a constant flow rate downstream. Here the sewage is kept in mixed condition by means of

coarse air bubble diffusion.

The Bio Reactor is based on the Fluidized Random Aerobic Reactor which combines the advantage

of an Activated Sludge Plant with the Random distribution systems such as Biofilter with capacities

that could be as low as 1/10th of ASP and fractional power consumption, such a reactor is ideal for

the efficient removal of BOD and organics from the wastewater.


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CONCEPTUAL PLAN


The tanks are packed with RIGID PP-UV-sterilized Gas Fluted Media with liquid random distribution

wherein air diffusers are placed to uniformly release air across the tanks.

Working Principle:

The MBBR works on the same principle as the submerged fixed film process with only one exception

– the media is not fixed and floats around in the aeration tank. The main advantage of this system

over the submerged fixed film process is that it prevents choking of the media. This also avoids

sludge recirculation. Compared to conventional technologies the MBBR is compact, energy efficient

and user friendly. It also allows flexibility in design of the reactor tank.

Figure-4: Schematic design of STP of MBBR technology

Sewage Quality:

The Sewage discharged from the Bio reactor system will contain sloughed biological solids, but

would be relatively free of soluble organic chemicals. The quantity of biological solids in the sewage

will depend substantially on the quantity of suspended solids and the concentration of soluble BOD


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CONCEPTUAL PLAN


entering system. It is therefore necessary to provide means of separating the biological mass from the

sewage. Package unit contains tube settlers for sedimentation and 60 Gross fluted Rigid PVC fill

media for the FAB units to treat the wastewater for discharge into the receiving waters and/or the

sanitary sewers as per the local regulations. The media thickness changes with the design

parameters/depth of the unit and can vary from 0.25 to 0.40 mm thickness.

1. Tube Settler: Here we are providing the Tube Settler along with the PVC media which will

enhance the contact period and thereby the improved performance. The Tube settler will have a

determined lope in the bottom to collect the suspended solids from the waste water. The sludge will

be suited to the Sludge Drying Beds.

2. Pressure Sand Filter: Here the treated water coming from the TSS will be treated for the

suspended impurity removal.

3. Activated Carbon Filter: Here the water coming from the ACF will be treated for colour removal,

suspended impurity removal and the treated water shall be sent to the sewer.

4. Filter Press: A filter comprises a set of vertical, juxtaposed recessed plates, presses against each

other by hydraulic jacks at one end of the set. The pressure applied to the joint face of each filtering

plate must withstand the chamber internal pressure developed by the sludge pumping system. This

vertical plate layout forms watertight filtration chambers allowing easy mechanization for the

discharge of cakes. Filter clothes finely or tightly meshed are applied to the two grooved surfaces in

this plat.

Primary Treatment: This is the first step of inlet waste mainly consist of removal of coarse

particles, oil and grace and mixing co-agents in the water for removal of suspended solids through

sedimentations. After this treatment scheme, the BOD, TSS, COD, and O&G level comes down to

20% of initial levels.

Secondary Treatment: This is second step of waste water treatment. It mainly consist aerobic

process of the Primary treated water, bacterial growth, EM dosing addition of oxygen and chemical

which help in bacterial growth and lastly settlement of the biological waste as sludge. Normally it is

found that the reduction level in TSS, BOD, O & G and COD after an efficient secondary treatment

will be as under-

Tertiary Treatment: This is the final stage of treatment where the Sewage after secondary treatment

first is mixed with Sodium Hypo Chloride and then Sewage will be passed through (PSF) dual media


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CONCEPTUAL PLAN


filter and (ACF) activated carbon filter where sand, anthracite and activated carbon will be used as

filtration media. Once the above limits achieved thereafter the final outlet water will also confirms the

Bio Assay test of 90% of fish survive.

Table-5: Technical Specifications for Sewage Treatment Plant

ITEMS BRIFE DESCRIPTION

1.0 BAR SCREEN

Number of Unit ONE

SIZE 1.5X1.5m & spacing 20 mm

M.O.C SS-304

2.0 SCREEN CHAMBER CUM

OIL & GREASE TRAP

Number off One

Type Under ground to receive Sewage below bar screen.

Capacity 24.0 cum

Dimension 3.5 m X2.8 X2.5 M ( SWD )

M.O.C. R.C.C

3.0 EQUALIZATION TANK

Number off One

TYPE under ground to receive Sewage below oil grease trap

Capacity 120.0 cum

M.O.C R.C.C

4.0 FLOCCULATION TANK

Number off Two

Type Under ground to receive Sewage below equalization tank

Capacity/Size Suitable for 543 KLD

M.O.C RCC

Type Agitated tank


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CONCEPTUAL PLAN


5.0 PRIMARY SETTLER TANK

Number off Two

Type Under ground to receive Sewage below Flocculation tank

Capacity Suitable for 543 KLD

M.O.C RCC

6.0 SEWAGE LIFTING

PUMPS

Number off : ( 1 W + 1 S)

Capacity : 20.0 m3/hr at 8-10 m head

M.O.C. C.I. /PP

Make : Kirloskar/Eckon Eqv.

7.0 FAB Tank

Number off : Two

Type Air Agitated tank


M.O.C. : RCC

MEDIA : PVC

Capacity of media 1 lot

8.0 AIR BLOWER

Number off : TWO

Type Twin Lobe

Capacity 543 m3/hrs. @ 5000 mmwg

Make Everest/BETA/Eqv.

9.0 TUBE SETTLER

Number off : Two

Type. Inclined at 60 Deg



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CONCEPTUAL PLAN


M.O.C. : RCC

Media M.O.C. PVC

Supports Provided

10.0 FILER FEED SUMP

Number off : One

Type Under ground to receive the water from Tube Settler


M.O.C. : R.C.C

11.0 FILTER FEED PUMP


Capacity : 22.0 m3/hr at 20-25 m head

Type : Positive Displacement

M.O.C. C.I. /PP

Make : Kirloskar /Eckon Eqv.

12.0 SAND FILTER

Number off : One

Type : Down flow.


Pressure (Working) : 5.0 kg/cm2.

M.O.C. : MSFC

13.0 ACTIVATED CARBON

FILTER

Number off : One

Type : Down flow.


Pressure (Working) : 3.0 kg/cm2.

M.O.C. : MSFC


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CONCEPTUAL PLAN


14. SLUDGE HOLDING TANK

Number off One


Make BW/R.C.C

15. FILTER PRESS

Number off One

No. of Plate Nos.18

Size of Plate 910mm X 910mm

Make Welcome/ pharmatech/equ

16.0 CONTROL PANEL

Number off ONE LOT

Components L&T Make

17.0 PIPE &FITTING ONE LOT

18.0 AIR LINE AND DIFFUERS 1 LOT

19.0 SLUDGE PUMP


Capacity : 5 m3/hr at 20 m head

Type : Positive Displacement

M.O.C. C.I. /PP

Make : Kirloskar/Eckon Eqv.

20.0 Online Meters

PH Meter : One

Range 0-14

Make UKL/ASTER /equ

Flow Meter : One


M/s Vatika Limited



CONCEPTUAL PLAN


RAIN WATER HARVESTING

The storm water disposal system for the premises shall be self-sufficient to avoid any

collection/stagnation and flooding of water. Storm water drainage plan of the project is enclosed. The

amount of storm water run-off depends upon many factors such as intensity and duration of

precipitation, characteristics of the tributary area and the time required for such flow to reach the

drains. The drains shall be located near the carriage way along either side of the roads. Taking the

advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water

from various plots/shall be connected to adjacent drain by a pipe through catch basins. Therefore, it

has been calculated to provide 394 rainwater harvesting pits (261 RWH Pits in existing phase and

133 RWH Pits in expansion phase) at selected locations, which will catch the maximum run-off from

the area.

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe

drains is planned adjacent to roads. All building roof water will be brought down through rain

water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular

intervals for rain water harvesting and ground water recharging.

3) For basement parking, the rainwater from ramps will be collected in the basement storm water

storage tank. This water will be pumped out to the nearest external storm water drain.

4) Peak Hourly rainfall of 45 mm/hr shall be considered for designing the storm water drainage

system. Rain water harvesting has been catered to and designed as per the guideline of

CGWA. The ground water level in the area is 10 meters bgl. The bottom of the recharge

structure will be kept 3 m above this level. At the bottom of the recharge well, a filter media is

provided to avoid choking of the recharge bore. Design specifications of the rain water

harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.


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CONCEPTUAL PLAN


The roof will have smooth, hard and dense surface which is less likely to be damaged

allowing release of material into the water. Roof painting has been avoided since most paints

contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be

installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and

paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by

ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been connected to

the system

Total 394 rainwater harvesting pits (261 RWH Pits in existing phase and 133 RWH Pits in

expansion phase) are being proposed for artificial rain water recharge within the project premises.


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CONCEPTUAL PLAN


Figure 5: Typical Rain Water Harvesting Pit Design

VEHICLE PARKING FACILITIES

Adequate provision will be made for car/vehicle parking at the proposed project site. There shall also

be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth

movement at the site.

Parking for residential, EWS & NPNL plots and Amenities will be provided within the plots as per

NBC. Parking provision for commercial area will be 1323 ECS (existing land) & 877 ECS (additional

land) which shall be provided in basement & surface area. Parking provision for Group Housing area

will be 2674 ECS (including 20% extra parking for visitors) which shall be provided in basement &

surface.

NO. OF PITS 394


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CONCEPTUAL PLAN


Parking Proposed:

S. No. Particulars Existing Phase Expansion Phase Total

1. Commercial Area 1323 877 2200

2. Group Housing 2674 2674

Total 4874

Hence, adequate space for 4874 ECS will be provided within the project premises.

POWER REQUIREMENT

The total demand load is estimated at 63.695 MVA (Existing- 20.925 MVA and proposed – 42.770

MVA). Power will be supplied by Dakshin Haryana Bijli Vitran Nigam (DHBVN).

Details of D.G Sets

There is provision of Power backup for the proposed project will be through 20 number of DG sets of

total capacity 24135 KVA (i.e. 3 X 1010 KVA, 1 X500, 1X12000, 1X180, 1X125, 2X625, 2X500,

2X1010, 2X1250, 2X500, 1X225, 1X125, 1X180 KVA). The DG sets will be equipped with acoustic

enclosure to minimize noise generation and adequate stack height for proper dispersion.

SOLID WASTE GENERATION

Solid waste would be generated both during the construction as well as during the operation phase.

The solid waste expected to be generated during the construction phase will comprise of excavated

materials, used bags, bricks, concrete, MS rods, tiles, wood etc. The following steps are proposed to

be followed for the management solid waste:

Construction yards are proposed for storage of construction materials.

The excavated material such as topsoil and stones will be stacked for reuse during later stages

of construction

http://www.uhbvn.com/


M/s Vatika Limited



CONCEPTUAL PLAN


Solid Waste

Construction

Waste Food Waste

Construction waste,

Broken Bricks,

Waste Plaster

Empty Cement Bags,

Containers etc.

Used in re-filling,

raising site level

Sold to agency for

recycling

Excavated Soil

Top soil conserved for

landscaping, balance used in re-filling

As per Solid Waste

management Rules 2016

Excavated top soil will be stored in temporary constructed soil bank and will be reused for

landscaping of the proposed Group housing colony project.

Remaining soil shall be utilized for refilling / road work / rising of site level at locations/

selling to outside agency for construction of roads etc.

Figure 6: Solid Waste Management Scheme during Construction Phase


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CONCEPTUAL PLAN


Figure 7: Solid Waste Management Scheme during Operation Phase

During the operation phase, waste will generate from service apartment, retail area, food court area

and multiplex area. The solid waste generated from the project shall be mainly domestic waste and

estimated 25548 kg/day approximately.

Biodegradable Waste

(15328.8 kg/day) Non-Biodegradable Waste

(10219.2 kg/day)

Green Bins

Vermi-composting

Manure

Blue Bins Dark Gray Bins

Final disposal through a Govt.

approved agency to recycling

industry

Final disposal through a

Govt. approved agency

Solid Waste

(25548 kg/day)

Recyclable Waste

(6131.52 kg/day)

Non-Recyclable Waste

(4087.62 kg/day)


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CONCEPTUAL PLAN


Table: 6 Calculation of Solid Waste Generation

S.No Category of Solid

waste

Waste Generation

rate Formula

Total

Population

Waste

Generated

1 Residential Plots 0.3 to 0.6 kg/cap/day Total Population*0.45 38993 17546.625


population 0.1 to 0.3 kg/cap/day Total Population*0.15 3899 584.8875

3 Dwelling unit in Group

Housing 0.3 to 0.6 kg/cap/day Total Population*0.45 7685 3458.25


population 0.1 to 0.3 kg/cap/day Total Population*0.15 769

115.275

5 Commercial Facilities

Shopkeepers (@ 30 % of

total population) 0.1 to 0.3 kg/cap/day Total Population*0.15 3188 478.2

Visitors (@ 70 % of

total population) 0.1 to 0.3 kg/cap/day Total Population*0.15 7440 1116

6 Amenities

a High School Total Population*0.125 4300 537.5

b Primary School Total Population*0.125 1700 212.5

c Nursery School Total Population*0.125 400 50

d Dispensary 1.6 kg/bed/day 20 32

e Staff in Dispensary Total Population*0.15 50 7.5

f Community

Centre/club Total Population*0.15

8094 1214.1

g Religious Building Total Population*0.15 809 121.35

h Nursing Home 1.6 kg/bed/day 35 56

i Staff in Nursing Home Total Population*0.15 70 10.5

j Police Post Total Population*0.15 50 7.5

Total 77501 25548.1875

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering

Organization, Ministry of Urban Development, (Government of India, May 2000))

Following arrangements will be made at the site in accordance to Solid Wastes Management

Rules, 2016.


M/s Vatika Limited



CONCEPTUAL PLAN


1 Collection and Segregation of waste

1. A door to door collection system will be provided for collection of domestic waste in

colored bins from household units.

2. Separate colored bins will be provided for dry recyclables and bio-degradable waste.

3. For institutional waste collection, adequate number of colored bins (Green and Blue bins

for bio-degradable and non bio-degradable respectively) are proposed to be provided.

4. Litter bin will also be provided in open areas like parks etc.

2 Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be vermi composted and the compost used as manure.

2. STP sludge is proposed to be used for horticultural as manure.

3. Horticultural Waste is proposed to be composted and will be used for gardening

purposes.

Recyclable wastes

1. Grass Recycling – The cropped grass will be spread on the green area. It will act as

manure after decomposition.

2. Recyclable wastes like paper, plastic etc. will be sold off to recyclables.

3. Hazardous wastes such as waste oil will be sold off to authorized recyclers. Buy back

arrangement will be made for batteries.

3 Disposal

The Municipal Solid Waste Management will be conducted as per the guidelines of Municipal

Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. The inert

non-recyclable wastes will be disposed through government approved agency for land filling.

A solid waste management scheme is depicted in the following figure for the group housing

project.


M/s Vatika Limited



CONCEPTUAL PLAN


GREEN AREA

Total green area measures 99633.545 m2 (as per approved layout plan) and 505292.61 m

2 i.e. 30 % of

the net plot area which will be area under tree plantation within the offices and along the roads.

Evergreen tall and ornamental trees and ornamental shrubs have been proposed to be planted inside

the premises. Parks will also be developed by the management.

Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region earlier found

or currently observed.

Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with

a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper

nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to

be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height)

are for the green belt. In addition creepers will be planted along the boundary wall to enhance its

insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as climate,

elevation and soil.


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CONCEPTUAL PLAN


S.NO. NAME OF SPECIES (SHRUBS)

Botanical Name Common Name

1 Artocarppus heterophyllus Kathal

2 Balanites roxburghii Desert - Date

3 Bambusa arundinacia Thorny Bamboo

4 Bambusa vulgaris Golden Bamboo

5 Alstonia scholans Apocynaceae

6 Acacia catechu Khair

7 Bauhinia acuninata Kanchan

8 Callistemon citrinus Bottle brush

9 Citrus aurantium Nebu

10 Duranta repens Duranta

S.NO. NAME OF SPECIES (TREES)

Botanical Name Common Name

1 Bauhinia Semla Semla

2 Albizia chinensis Siran

3 Albizia lebbeck The Siris tree

4 Cassia pumila Yellow Cassia

5 Anthocephalus chinensis Kadamba


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CONCEPTUAL PLAN


6 Azadirachta indica Neem Tree

7 Delbergia latifolio Black wood

8 Delonix regia Gulmohar

9 Eucalyptus citriodora Eucalyptus

10 Ficus benghalensis Banyan Tree

11 Ficus elastiaca Indian Rubber Tree

12 Ficus religosa Peepal Tree

13 Grevillea robusta Silky Oak

14 Jacaranda mimosaeolia Nil - Gulmohar

15 Mangifera indica Mango Tree

DETAILS OF CONSTRUCTION MATERIALS

List of building materials being used at site:

1. Coarse sand

2. Fine sand

3. Stone aggregate

4. Stone for masonry work

5. Cement

6. Reinforcement steel

7. Pipe scaffolding (cup lock system)

8. Bricks

9. CLC fly ash blocks

10. Crazy (white marble) in grey cement


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CONCEPTUAL PLAN


11. P.V.C. conduit

12. MDS, MCBs

13. PVC overhead water tanks

14. 2 1/2'’ thick red colour paver tiles

15. PPR (ISI marked)

16. PVC waste water lines

17. S.W. sewer line up to main sewer

18. PVC rain water down take

19. Stainless steel sink in kitchen

20. Joinery hardware- ISI marked

MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

S. No Building Material Proposed with U &

R Values

‘R’ Values

(in Sq m. Deg

C/ Watts )

‘U’ Values

(in Watts/ Sq m.

Deg C)

Solar

Heat Gain

Factor

1. WALL

Brick wall (230 mm thick), both side

thick sand cement plaster (12-18mm)

with insulation

3.62 0.27 0.011

2. ROOF

200 mm RCC slab with mud phuska &

clay tiles with 75 mm insulation

0.89 0.72 0.85

3. Glass (Single glazing) -- 6.7 0.80

LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper


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CONCEPTUAL PLAN


(ii) Concrete mixer with hopper

(iii) Excavator

(iv) Concrete Batching Plant

(v) Cranes

(vi) Road roller

(vii) Bulldozer

(viii) RMC Plant

(ix) Tower Cranes

(x) Hoist

(xi) Labor Lifts

(xii) Pile Boring Machines

(xiii) Concrete pressure pumps

(xiv) Mobile transit mixer

ENERGY CONSERVATION

Energy conservation program will be implemented through measures taken both on energy demand

and supply.

Supply Energy Conservation Demand

Utilize energy-efficient diesel genetators

Exploring the possibilities of introducing

renewable energy

Reduce consumption

Use energy efficient appliances

Create Guest Awareness


M/s Vatika Limited



CONCEPTUAL PLAN


Energy conservation will be one of the main focuses during the complex planning and operation

stages. The conservation efforts would consist of the following:

Architectural design

Maximum utilization of solar light will be done.

Maximize the use of natural lighting through design.

The orientation of the buildings will be done in such a way that maximum daylight is

available.

The green areas will be spaced, so that a significant reduction in the temperature can take

place.

Energy Saving Practices

Energy efficient lamps will be provided within the complex.

Constant monitoring of energy consumption and defining targets for energy conservation.

Adjusting the settings and illumination levels to ensure minimum energy used for desired

comfort levels.

Behavioral Change on Consumption

Promoting resident awareness on energy conservation

Training staff on methods of energy conservation and to be vigilant to such opportunities.

ENVIRONMENTAL MANAGEMENT SYSTEM AND MONITORING PLAN

For the effective and consistent functioning of the complex, an Environmental Management system

(EMS) would be established at the site. The EMS would include the following:

An Environmental management cell

Environmental Monitoring.

Personnel Training.


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CONCEPTUAL PLAN


Regular Environmental audits and Correction measures.

Documentation – standards operation procedures Environmental Management Plan and

other records.

ENVIRONMENTAL MANAGEMENT CELL

Apart from having an Environmental Management Plan, it is also to have a permanent organizational

set up charged with the task of ensuring its effective implementation of mitigation measures and to

conduct environmental monitoring.

Hierarchical Structure of Environmental Management Cell:

Normal activities of the EMP cell would be supervised by a dedicated person who will report to the

site manager/coordinator of the group housing colony. The hierarchical structure of suggested

Environmental Management Cell is given in following Figure-8.

Figure-8: Environnent Management Cell Structure

Corporate

Environment

al Division

Site

Manager

Rep from

Corporate

Planning

group

Site

Environmental

Coordinator

Waste water

Treatment Plant

Operator

Greenbelt

Development

Incharge


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CONCEPTUAL PLAN


ENVIRONMENTAL MONITORING

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of

Environmental Management Plan (EMP) by periodic monitoring. The important environmental

parameters within the impact area are selected so that any adverse affects are detected and time action

can be taken. The project proponent will monitor ambient air Quality, Ground Water Quality and

Quantity, and Soil Quality in accordance with an approved monitoring schedule.

Table- 7: Suggested Monitoring Program for proposed Group Housing Colony project

Monitoring Frequency of Monitoring

Air & Stack:

• Ambient Air Quality at appropriate location

for PM10,

PM2.5

, SO2,

Nox, HC

• Stack emission for point sources PM, SO2,

NOx, HC & CO

• Six monthly

• Six monthly

Water & Wastewater:

• Water Quality Monitoring for relevant

parameters of IS – 10500

• Waste Water Quality (Treated & Untreated)

for pH , TSS, Oil & Grease,

• Waste water quality pH, TSS, oil & Grease.

BOD, COD, MLSS, TKN & Phosphate.

• Six Monthly

• Daily till

stabilization of

STP

• Weekly till one

month then

annually

Noise: - Day & Night level Noise Monitoring • Six Monthly

Soil:

• Soil Monitoring, Qualitative and quantitative

testing/analysis to check the soil fertility,

porosity, texture, water holding opacity etc.

• Six Monthly

Awareness and Training: Training and human resource development is an important link to achieve

sustainable operation of the facility and environment management. For successful functioning of the

project, relevant EMP would be communicated to:


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CONCEPTUAL PLAN


Residents and Contractors: Residents must be made aware of the importance of waste segregation

and disposal, water and energy conservation. The awareness can be provided by periodic Integrated

Society meetings. They would be informed of their duties.

Environmental Audits and Corrective Action Plans: To assess whether the implemented EMP is

adequate, periodic environmental audits will be conducted by the project proponent’s Environmental

division. These audits will be followed by Correction Action Plan (CAP) to correct various issues

identified during the audits.

ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan (EMP) would consist of all mitigation measures for each

component of the environment due to the activities increased during the construction and operational

phase of the project and these are discussed in later subsections.

The EMP is generally

Prepared in accordance with the rules and requirements of the MoEF and CPCB/ SPCB

To ensure that the component of facilities are operated in accordance with the design

A process that confirms proper operation through supervision and monitoring

A system that addresses public complaints during construction and operation of the facilities

and

A plan that ensures remedial measures is implemented immediately.

The key benefits of the EMP are that it offers means of managing its environmental performance

thereby allowing it to contribute to improved environmental quality. The other benefit includes cost

control and improved relations with the stakeholders.

EMP includes four major elements:


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CONCEPTUAL PLAN


Commitment & Policy: The management will strive to provide and implement the

Environmental Management Plan that incorporates all issues related to air, water, land and

noise.

Planning: This includes identification of environmental impacts, legal requirements and

setting environmental objectives.

Implementation: This comprises of resources available to the developers, accountability of

contractors, training of operational staff associated with environmental control facilities and

documentation of measures to be taken.

Measurement & Evaluation: This includes monitoring, counteractive actions and record

keeping.

It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Strong

Infrabuild Pvt. Ltd. comprising of the site in-charge/coordinator, environmental group representative

and project implementation team representative. The committee’s role would be to ensure proper

operation and management of the EMP including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of the project

and remediation measures are summarized below in Table-8.


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CONCEPTUAL PLAN


TABLE 8: SUMMARY OF POTENTIAL IMPACTS AND REMEDIAL MEASURES

S.

No.

Environmental

components

Potential

Impacts

Potential Source of

Impact

Controls Through

EMP & Design

Impact

Evaluation

Remedial Measures

1. Ground Water

Quality

Ground Water

Contamination

Construction Phase

Waste water

generated from

temporary labor

tents.

No surface

accumulation will be

allowed.

No significant

impact as

majority of

labors would be

locally

deployed

Operation Phase

Discharge from

the project

Proponent will provide

the STP to treat the

discharge of Group

housing colony.

No negative

impact on

ground water

quality

envisaged. Not

significant.

2. Ground Water

Quantity

Ground Water

Depletion

Construction Phase

Use of ground

water for

construction

activity.

Controlled use of

water during

construction

No significant

impact on

ground water

quantity

envisaged.

Operation Phase

The source of

Rain water harvesting

scheme.

No significant

impact on

In an unlikely event of non-

availability of water supply,


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CONCEPTUAL PLAN


water during

operation phase is

HUDA Supply.

Black and Grey

water treatment and

reuse.

Storm water

collection for water

harvesting.

Percolation well to

be introduced in

landscape plan.

Awareness Campaign

to reduce the water

consumption

surface/ground

water quantity

envisaged.

water will be brought using

tankers.

3. Surface Water

Quality

Surface water

contamination

Construction Phase

Surface runoff

from site during

construction

activity.

Silt traps and other

measures such as

additional on site

diversion ditches will be

constructed to control

surface run-off during

site development

No off-site

impact

envisaged as no

surface water

receiving body

is present in the

core zone.


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CONCEPTUAL PLAN


Operation Phase

Discharge of

domestic

wastewater to

STP.

Domestic water will

be treated in STP

No off-site

impact

envisaged

Excess of water will be used

for irrigation purposes

outside the project site after

proper treatment. CPCB

standards for usage of treated

waste water for irrigation

purposes will be followed.

4. Air Quality Dust Emissions Construction Phase

All heavy

construction

activities

Suitable control

measures will be adopted

for mitigating the PM2.5

& PM10 level in the air

as per air pollution

control plan.

Not significant

because dust

generation will

be temporary

and will settle

fast due to dust

suppression

techniques.

During construction phase

the contractors are advised to

facilitate masks for the

labors. Water sprinklers will

be used for suppression of

dust during construction

phase.

Emissions of

PM2.5 & PM10,

SO2, NOx and

CO

Construction Phase

Operation of

construction

equipment and

vehicles during

site development.

Running D.G. set

(back up)

Rapid on-site

construction and

improved maintenance

of equipment

Not significant. Regular monitoring of

emissions and control

measures will be taken to

reduce the emission levels.


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CONCEPTUAL PLAN


Operation Phase

Power generation

by DG Set during

power failure

Emission from

vehicular traffic

in use

Use of low sulphur

diesel if available

Providing footpath and

pedestrian ways within

the site for the residents

Green belt will be

developed with specific

species to help to

reduce PM2.5 & PM10

level

Use of equipment fitted

with silencers

Proper maintenance of

equipment

Not significant.

DG set would

be used as

power back-up

(approx 6

hours)

No significant

increase in

ambient air

quality level is

expected from

the project’s

activities.

There are no

sensitive

receptors

located within

the vicinity of

site.

Use of Personal

Protective Equipment

(PPE) like earmuffs

and earplugs during

construction

activities.

Stack height of DG

set above the tallest

building as per CPCB

standards

5. Noise

Environment


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CONCEPTUAL PLAN


Operation Phase

Noise from

vehicular

movement

Noise from DG

set operation

Green Belt

Development

Development of

silence zones to check

the traffic movement

Provision of noise

shields near the heavy

construction

operations and

acoustic enclosures

for DG set.

Construction activity

will be limited to day

time hours only

DG set rooms will be

equipped with acoustic

enclosures

No significant

impact due to

suitable width

of Greenbelt.

6. Land

Environment

Soil

contamination

Construction Phase

Disposal of

construction

debris

Construction debris

will be collected and

suitably used on site as

per the solid waste

management plan for

construction phase

No significant

impact.

Impact will be

local, as waste

generated will

be reused for

filling of low


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CONCEPTUAL PLAN


lying areas

etc.

Operation Phase

Generation of

municipal solid

waste

Used oil

generated from

D.G. set

It is that the solid

waste generated will be

managed as per Solid

Waste Management

Rules, 2016.

Collection,

segregation,

transportation and

disposal will be done as

per Solid Waste

Management Rules,

2016 by the authorized

agency

Used oil

generated will be sold

to authorized recyclers

Since solid

waste is

handled by the

authorized

agency, waste

dumping is

not going to

be allowed.

Not

significant.

Negligible

impact.


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CONCEPTUAL PLAN


7. Biological

Environment

(Flora and

Fauna)

Displacement of

Flora and Fauna

on site

Construction Phase

Site

Development

during

construction

Important

species of trees, if any,

will be identified and

marked and will be

merged with landscape

plan

The site has

shrubs as

vegetation

Operation Phase

Increase in

green covered

area

Suitable green belts

will be developed as

per landscaping plan

in and around the site

using local flora

Beneficial

impact.

8. Socio-

Economic

Environment

Population

displacement

and loss of

income

Construction Phase

Construction

activities

leading to

relocation

Group housing colony

zone as per the

Gurgaon-Maneser

urban complex-2021

Master Plan.

No negative

impact.

Operation Phase

Site operation

Project will

provide employment

opportunities to the

local people in terms of

labor during

construction and

service personnel

Beneficial

impact


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CONCEPTUAL PLAN


(guards, securities,

gardeners etc) during

operations

Providing

quality-Integrated

infrastructure.

9. Traffic Pattern Increase of

vehicular traffic

Construction Phase

Heavy

Vehicular

movement

during

construction

Heavy Vehicular

movement will be

restricted to daytime

only and adequate

parking facility will be

provided

No negative

impact

Operation Phase

Traffic due to

residents once

the project is

operational

Vehicular

movement will be

regulated inside the

project with adequate

roads and parking lots

in the colony.

No major

significant

impact as

green belt will

be developed

which will

help in

minimizing

the impact on

environment.


M/s Vatika Limited

Sector – 81, 82, 82A, 83, 84 & 85, Village- Sihi, Sikhopur, Badha, Sikanderpur Badha &Kherki

Daula, District- Gurugram, Haryana

CONCEPTUAL PLAN

EMP FOR AIR ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of PM10 & PM2.5 during the construction phase of the project, the

following measures are recommended for implementation:

A dust control plan

Procedural changes to construction activities

Dust Control Plan

The most cost-effective dust suppressant is water because water is easily available on

construction site. Water can be applied using water trucks, handled sprayers and automatic

sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in

transport, especially if material is transported off-site.

Procedural Changes to Construction Activities

Idle time reduction: Construction equipment is commonly left idle while the operators are on

break or waiting for the completion of another task. Emission from idle equipment tends to be

high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and

carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode,

which automatically off the engine at preset time and reduces emissions, without intervention

from the operators.

Improved Maintenance: Significant emission reductions can be achieved through regular

equipment maintenance. Contractors will be asked to provide maintenance records for their fleet

as part of the contract bid, and at regular intervals throughout the life of the contract. Incentive

provisions will be established to encourage contractors to comply with regular maintenance

requirements.

Reduction of On-Site Construction Time: Rapid on-site construction would reduce the

duration of traffic interference and therefore, will reduce emissions from traffic delay.


M/s Vatika Limited



CONCEPTUAL PLAN

EMP FOR AIR ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational

phase of the Colony, following measures are recommended for implementation:

DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development

Diesel Generator Set Emission Control Measures

Adequate stack height will be maintained to disperse the air pollutants generated from the

operation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence,

no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives

During construction, vehicles will be properly maintained to reduce emission. As it is a group

housing project, vehicles will be generally having “PUC” certificate.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at

the site to encourage non-polluting methods of transportation.

Greenbelt Development

Increased vegetation in the form of greenbelt is one of the preferred methods to mitigate air and

noise pollution. Plants serve as a sink for pollutants, act as a barrier to break the wind speed as

well as allow the dust and other particulates to settle on the leaves. It also helps to reduce the

noise level at large extent. Table given in green area indicates various species of the greenbelt

that can be used to act as a barrier.

EMP FOR NOISE ENVIRONMENT DURING CONSTRUCTION PHASE:

To mitigate the impacts of noise from construction equipment during the construction phase on

the site, the following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use.


M/s Vatika Limited



CONCEPTUAL PLAN

Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on

shift basis. Hearing protection such as earplugs/muffs will be provided to those working very

close to the noise generating machinery.

EMP FOR NOISE ENVIRONMENT DURING OPERATION PHASE:

To mitigate the impacts of noise from diesel generator set during operational phase, the

following measures are recommended:

Adoption of Noise emission control technologies

Greenbelt development

Noise Emission Control Technologies

It would be ensured that the manufacturer provides acoustic enclosure as an integral part along

with the diesel generators set. Further, enclosure of the services area with 4 m high wall will

reduce noise levels and ensure that noise is at a permissible limit for resident of the site and

surrounding receptors.

EMP FOR ECOLOGICAL ENVIRONMENT DURING CONSTRUCTION PHASE:

Construction activity changes the natural environment. But group housing colony also creates a

built environment for its inhabitants. The project requires the implementation of following

choices exclusively or in combination.

Restriction of construction activities to defined project areas, which are ecologically

sensitive

Restrictions on location of temporary labor tents and offices for project staff near the

project area to avoid human induced secondary additional impacts on the flora and

fauna species

Cutting, uprooting, coppicing of trees or small trees if present in and around the

project site for cooking, burning or heating purposes by the labors will be prohibited

and suitable alternatives for this purpose will be made

BLUE BINS


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CONCEPTUAL PLAN

Along with the construction work, the peripheral green belt would be developed with

suggested native plant species, as they will grow to a full-fledged covered at the time

of completion.

EMP FOR ECOLOGICAL ENVIRONMENT DURING OPERATION PHASE:

Improvement of the current ecology of the project site will entail the following measures:

Plantation and Landscaping

Green Belt Development

Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:

Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing

geographical conditions and the vegetation composition of the forest type of the region earlier

found or currently observed.

Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size

with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the

proper nutritional balance and nourishment of the sapling. It is also recommended that the

plantation has to be taken up randomly and the landscaping aspects could be taken into

consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m

height) are for the green belt. In addition creepers will be planted along the boundary wall to

enhance its insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as climate,

elevation and soil. The plants would exhibit the following desirable characteristics in order to be

selected for plantation


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CONCEPTUAL PLAN

1. The species should be fast growing and providing optimum penetrability

2. The species should be wind-firm and deep rooted

3. The species should form a dense canopy

4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NOx should be preferred

6. The species should be permeable to help create air turbulence and mixing within the belt

7. There should be no large gaps for the air to spill through

8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces

9. Ability to withstand conditions like inundation and drought

10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

11. Attractive appearance with good flowering and fruit bearing

12. Bird and insect attracting tree species

13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation

Parks and gardens maintained for recreational and ornamental purposes will not only

improve the quality of existing ecology at the project site but also will improve the

aesthetic value.

Avenue Plantation

1. Trees with colonial canopy with attractive flowering

2. Trees with branching at 7 feet and above

3. Trees with medium spreading branches to avoid obstruction to the traffic

4. Fruit trees to be avoided because children may obstruct traffic and general movement

of public

EMP FOR SOCIO-ECONOMIC ENVIRONMENT:

The social management plan has been designed to take proactive steps and adopt best practices,

which are sensitive to the socio-cultural setting of the region. The Social Management Plan

group housing colony project focuses on the following components:


M/s Vatika Limited



CONCEPTUAL PLAN

Income Generation Opportunity during Construction and Operation Phase

The project would provide employment opportunity during construction and operation

phase. There would also be a wide economic impact in terms of generating opportunities

for secondary occupation within and around the complex. The main principles considered

for employment and income generation opportunities are out lined below:

Employment strategy will provide for preferential employment of local people

Conditions of employment would address issues like minimum wages and medical

care for the workers. Contractors would be required to abide to employment priority

towards locals and abide by the labor laws regarding standards on employee terms

and conditions.

Improved Working Environment for Employees

The project would provide safe and improved working conditions for the workers

employed at the facility during construction and operation phase. With the ambience and

facilities provided, the complex will provide a new experience in living and recreations.

Following measures would be taken to improve the working environment of the area:

Less use of chemicals and biological agents with hazard potential

Developing a proper interface between the work and the human resource through a

system of skill improvement

Provision of facilities for nature care and recreation e.g. indoor games facilities

Measures to reduce the incidence of work related injuries, fatalities and diseases

Maintenance and beautifications of the complex and the surrounding road.

Documents

INTRODUCTION M/s Vatika Ltd. - …environmentclearance.nic.in/writereaddata/FormB/TOR/PFR/13_Sep... · Expansion of Residential Colony “Vatika India Next” M/s Vatika Limited Sector