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ENVIRONMENTAL MANAGEMENT PLAN

2014

M/S. VISAKHA INFRA DEVELOPERS LLP CONSTRUCTION OF RESIDENTIAL APARTMENTS

SY. NO: 712/2A, 712/2B, 722/5, 724/5A, GENERAL MARKET WARD,

ANAKAPALLI, VISAKHAPATNAM DISTRICT

SUBMITTED TO

MINISTRY OF ENVIRONMENT & FORESTS GOVERNMENT OF INDIA

PARYAVARAN BHAVAN, LODHI ROAD NEW DELHI

SUBMITTED BY SV ENVIRO LABS &

CONSULTANTS Visakhapatnam

Phone: 0891-2755528

Email: [email protected] Recognized by MoEF, and QCI –Accredited, S.No.147

S V E N V I R O L A B S & C O N S U L T A N T S E N V I R O H O U S E , B L O C K - B , B - 1 , I D A , A U T O N A G A R ,

M/S. VISAKHA INFRA DEVELOPERS LLP 2014

ENVIRONMENTAL MANAGEMENT PLAN | SV ENVIRO LABS & CONSULTANTS 2

CONTENTS 1.0 Introduction 4

1.1 About the Project 5-6

1.1.1 Government of India – Legislation – Construction projects 6

1.1.2 Clearance Requirements For This Project 6

1.2 Parking provision 12

1.3 Resource Requirement 12

2.0 Project Description 14

2.1 Water Availability 15

2.2 Solid waste 17-18

2.3 Electricity Consumption 19-21

3.0 Environmental Management Plan 23

3.1 Site Clearance 23

3.2 Air Environment 24

3.3 Water Environment 25

3.4 Noise Environment & Ground vibrations 25

3.5 Storm water drain & Rain water harvesting 26

3.6 Land Environment 26

3.7 Solid waste generation 27

3.8 Socio-Economic Environment & Safety 27

3.9 Post project monitoring programme 28

3.10 Implementation of EMP 28

3.11 Environmental Monitoring 28-29

3.12 Waste water details & treatment system 29-39

3.13 Storm water Drains 39-40

3.14 Rain water harvesting 41

3.15 Energy saving measures 41-43

3.16 Occupational Health & Safety Details 44

3.17 Fire Protection 45

3.18 Traffic Management Plan 46

3.19 Green Belt Development 47-49



TABLES

1 Details about Project Site 7

2 Land allocation for various purposes 11

3 Parking space provision of the project 12

4 Water Requirement of the project 15

5 Water Saving of the project 15

6 Water Balance during occupation stage 16

7 Composition of Municipal Solid Waste 17

8 Solid waste Generation 17

9 Solid waste generation and disposal details 18

10 Amenities Proposed 18

11 Energy Consumption Statement 19

12 Energy Saving by using Solar water heater 19

13 Energy saving by using Solar Street Lights 20

14 Electrical Power savings using CFL for lighting 20

15 Savings in Electrical Power Consumption - Summary 20

16 Implementation of EMP 28

17 Details of DG sets & their emissions 29

18 Composition of Waste water 30

19 STP Design Details 34

20 Treated water characteristics 37

21 Calculation for storm water drain 40

22 Electricity Savings: Incandescent vs. compact Fluorescent Lights 42

FIGURES

1 Topo map of 10 Km radius 8

2 Location plan 9

3 Site Plan 10

4 Flow Diagram of Sewage Treatment Plan 38

5 Some Site Photographs 50



1.0 INTRODUCTION

M/s. Visakha Infra Developers LLP is headed at Anakapalli, Sy.No. 712/2A, 2B, 722/5, 724/5A in

Visakhapatnam with its Registered Office at D.No: 12-4-6/1, First Floor, Pudimadaka Road, Above IOB

Main Branch, Anakapalli, Visakhapatnam District.

M/s. Visakha Infra Developers LLP enjoys good brand equity in the upper middle and upper class for its

housing projects at reasonable and affordable costs with optimum customer satisfaction. The main

objective of the company is to provide housing in a clean environment of beautiful living. The mission is

to anticipate and exceed the customers aspirations with quality construction.

M/s. Visakha Infra Developers LLP acquired a land to an extent of 17156.05Sq.mt or 4.24Acres

proposes to construct Apartments at Sy. No. 712/2A, 2B, 722/5, 724/5A situated at Anakapalli,

Visakhapatnam for residential flats to cater to the demand of various socio economic strata.

In this direction, the company had approached for approvals and clearances from GVMC and other local

authorities for construction of Flats to meet the needs of the society. The total units under the proposed

housing project would be 348nos. which comprises a Stilt, G+ 4 Upper Floors at Anakapalli,

Visakhapatnam.



1.1 ABOUT THE PROJECT:

M/s. Visakha Infra Developers LLP proposes for construction Project of residential building at Sy.

No. 712/2A, 2B, 722/5, 724/5A situated at General Market Ward, Anakapalli, Visakhapatnam District

of Andhra Pradesh. The project will be spread over an area of 17156.05 Sq.mts or 4.24Acres.

The area of town has educational institutions and number of residential apartments. The area has

developed into residential zone over the last 5 years.

The principles of low impact development are adopted during the design stage to ensure storm water

percolation, treated water reuse, energy conservation, and optimized usage of renewable resources. It

is proposed to construct units in 5 blocks & Amenities Block.

The proposed project is ideally located at Anakapalli, Beside Highway (NH-5), only a short walk from

RTC complex, town junction, Shopping area, engineering colleges, schools, hospitals, temples.

The project of this magnitude would have various positive and negative impacts and the same are to be

addressed during design stage of the project to arrive at mitigation/ management measures. Environmental

impact Assessment is a tool that can be used for identifying, evaluating and for drawing the management

plan.

The water requirement of the project during operation will be drawn from GVMC & Bore well. Sewage

treatment plant will be provided to treat the waste water. Water conservation measures will be

incorporated in the plumbing designs. Water recycling / reuse will be adopted by way of using treated

water for toilet flush systems, and green belt development. The treated effluent and storm water will be

let-out into the storm water drain provided by GVMC. The required power will be drawn from the



APTRANSCO and the energy requirement will be optimized by adopting energy efficient design for

lighting; by providing open space between each flat to allow sunlight. Solar energy will be used for

fencing, and other areas wherever feasible economically. Construction material will be drawn from local

sources.

The parking provision follows the guidelines prescribed by GVMC and building policy of Andhra

Pradesh.

The boundaries of the project site is as follows

North - Private Lands

South - NH-5 Road

East - Private Lands

West - Dhabas

1.1.1 GOVERNMENT OF INDIA – LEGISLATION – CONSTRUCTION PROJECTS

Government of India, Ministry of Environmental Forests, New Delhi has issued a notification with regard

to the development of infrastructure / construction projects, which is known as EIA Notification-2006,

issued on 14.09.2006. As per this notification all the building /construction projects / Area Development

projects and Townships projects are exempted from Scoping, EIA and Public Hearing.

1.1.2 CLEARANCE REQUIREMENTS FOR THIS PROJECT

The project would need the following environmental clearances:

1. Layout clearance from GVMC/VUDA for the layout and the structures.

2. Environmental Clearance from the Ministry of Environment and Forests, Government of India

under EIA Act.

3. Fire plan must be drawn and approval must be obtained from director general of fire services.



Details about Project Site Table: 1

Site Location Sy. No. 712/2A, 712/2B, 722/5, 724/5A of

Anakapalli Village, General Market Ward,

Visakhapatnam

Annual rainfall 1000 mm

Min and max temp. 240C and 460 C

Avg. relative humidity 85 %

Avg. wind speed 8-10 KMPH

Latitude 17°40'31.62"N

Longitude 83° 0'13.79"E

Predominant wind direction

Summer

Winter

Monsoon

SW

SE & SW

NE&NW

Nearest Highway NH-5 at 60.0mts

Nearest Airport Visakhapatnam Airport at 25.0kms

Nearest Railway station Anakapalli Railway station at 2.25 km

Nearest Town Anakapalli at 1.0Kms

Nearest Water Bodies Sardha River at 1.35Kms

Historical places Buddhist stupas at 4.0Kms

Nearest dumping site Near sarada nagar which is at 1.80 Kms



M/s. VISAKHA INFRA DEVELOPERS LLP

TOPO MAP OF 10KM RADIUS

Figure: 1 Topo map of 10 Km radius

Proposed Site



M/s. VISAKHA INFRA DEVELOPERS LLP

LOCATION MAP

Figure: 2 Location plan



Figure: 3 Site Plan



LAND ALLOCATION FOR VARIOUS PURPOSES Table: 2

Residential Block

S.No Floors Block–A

(Sq.mts)

Block –B

(Sq.mts)

Block –C

(Sq.mts

Block –D

(Sq.mts)

Block-E

(Sq.mts)

1 Stilt floor 3443.01 2473.33 480.26 1095.51 1235.00

2 Ground Floor 2810.26 2078.82 431.71 977.68 1110.93

3 First floor 2810.26 2078.82 431.71 977.68 1110.93

4 Second floor 2810.26 2078.82 431.71 977.68 1110.93

5 Third floor 2810.26 2078.82 431.71 977.68 1110.93

6 Fourth Floor 2810.26 2078.82 431.71 977.68 1110.93

Net Area in Sq.mts 17494.31 12867.43 2638.81 5983.91 6789.65

Total Floor area (Sq.mts) 45774.11

Amenities Block

S.No Floors Area Net Area (Sq.mts)

1 Ground Floor 278.27 1113.08

2 First floor 278.27

3 Second floor 278.27

4 Third Floor 278.27

TOTAL BUILT UP AREA 47165.46 Sq.mts

TOTAL SITE AREA 4.24 Acres or 17156.05 Sq.mts

SITE LEFT FOR ROAD WIDENING 300.05 Sq.mts

NET SITE AREA 16856.00 Sq.mts

OPEN SPACE 7850.62 Sq.mts

TOTAL NO. OF FLATS 348 Nos.



1.2 PARKING PROVISION It is proposed to provide Stilt Floor for parking. The parking provision follows the guidelines prescribed

by VUDA and Building policy of Andhra Pradesh.

Parking space provision of the project Table: 3

Land Use 2- Wheeler in sq.mts 4- Wheeler in sq.mts Total Parking Area

(Sq.mts)

Stilt floor 4363.5 4363.5 8727.1

Total 8727.1

Residents Parking:

All the Stilt below the Ground floor have been allocated exclusively for residents parking. These parking

areas are both for four wheelers and two wheelers.

Visitors Parking:

Separate Car and 2 wheeler parking places have been noticed around the proposed project for the visitors

to park their vehicles.

1.3 RESOURCE REQUIREMENT: 1. CONSTRUCTION PHASE:

The duration of construction of construction phase of the project is about 3 years from the date of

commencement of the work.

The major requirements of the construction phase include:

a. Construction machinery

b. Power

c. Fuel

d. Water

e. Man power

f. Temporary Housing

2. OPERATIONAL PHASE:

The major requirements of the complex in the operational phase include:

a. Power

b. Water Supply

c. Sewage Treatment Plant



PROJECT DESCRIPTION



PROJECT DESCRIPTION

2.0 Project Description

The firm intends to construct 348 nos. of two, three and four bed roomed apartments in Anakapalli

Municipality which is under GVMC limits at Sy. No. 712/2A, 712/2B, 722/5, 724/5A situated at

Anakapalli Village, Visakhapatnam District of Andhra Pradesh. The flats are proposed to be

constructed on a land admeasuring 17156.05 Sq.mts of site area and Floor area for block A, B, C, D &

E is 45774.11 Sq.mts, amenities is 1391.35 Sq.mts and the total built up area is 47165.46sq.mts

standing in the name of the company in Visakhapatnam. The proposed construction will be undertaken

on a plot of land after having approval of the authorities. The company has since obtained the approval

of plan and layout from the Greater Visakhapatnam Municipal Corporation.

Project Scenario

After the adverse affects of the Economic recession in the last 1 ½ years, the construction activity,

especially construction of economy apartments and individual houses is increasing with the signs of

economic recovery. As the Directors of the company having good experience in construction activity

and acquired huge quantity of sites.

Due to the growing requirement of apartments in economy segment and to get the benefits and

privileges which were recently declared by the State and Central Governments in the form of

Government fees, flats registration charges, lower rate of interest on housing loans, income tax

benefits etc., the firm has decided to take up the construction of apartments/flats in addition to its

trading of plots/sites. Although the project is the maiden venture of the unit, it is capable of executing

the same on profitable lines riding on the collective experience and the financial strength.



2.1 WATER AVAILABILITY

Domestic water: It is proposed to draw domestic water from the Municipal Supply (GVMC), which have

been encouraging the bulk consumers. The water shortage if any during summer season will be drawn

from ground water sources. The water requirement of the project during occupation stage is in the order of

240.00 KLD. The water requirement during construction will be from ground water sources and the

requirement is in the order of 150.0 cum/day.

The water resource available with the Bore wells and Municipal authorities was studied to identify the

source and feasibility.

Water Requirement of the project Table: 4

Land use No. of units No. of persons per

unit

Water required per person – lit

Water consumption

Total water requirement - lit

Flats 348 5 135 675 234900

Amenities G+3 Floors 120 45 5400 5400

Total 240300

Total water required for the project is 240.3 = ~240.0 KLD.

Water requirement shall be reduced by adopting dual plumbing system.

For Dual plumbing system separate tank is provided to store the treated waste water, the tank shall be 1

foot below the overhead tank. Separate pipe system is provided to pump the treated water for flushing.

Water saving of the project Table: 5

Unit No. of units No. of persons Water

requirement

in Lit.

Treated

water reuse

in Lit.

Effective water

requirement in

lit.

Flats 348 5 234900 93960 140940

Amenities G+3 Floors 120 5400 1080 4320

Total 240300 95040 145260

Note: Treated water reuse assumed @ 40 L/Head for housing and @ 20 L/Head in amenities.

Approximately 95.0 KLD of water will be saved by adopting recycling of treated water in the toilet flush.

The effective water consumption is reduced by 145.26 KLD. The water balance of the project during

occupation stage is tabulated below:



Water Balance during occupation stage Table: 6

Input KL/day Out put KL/day

Domestic water 145.0 Treated waste water for Municipal

drains

HVAC

91.0

20.0

Recycled water 95.0 Treated waste water for recycle 95.0

Water requirement for green belt

during non monsoon

10.0

Losses approx 10% 24.0

Total 240.0 Total 240.0

The water used in the order of 240.0 KL/day would generate 228.0 KL/day of waste water. The total waste

water has to be treated for reuse and or disposal. The water balance flow chart is as follows

Water Balance Chart:

Occupation Stage – Flow chart Water Consumption

(145.0 KLD) Losses 24.0 KLD

Sewage (90%: 216.0 KLD)

Reuse/Flushing (95.0KLD)

Note: Day 1 Water requirement = 240.0 KLD

Municipal supply

Domestic

Sewage Treatment Plant

Treated Effluent

Municipal drains (91.0 KLD)

Green Belt (10.0 KLD)

Reuse of Treated Waste water: Total Treated water for Reuse – 216.0 KLD For Flushing – 95.0 KLD Avenue plantation – 10.0 KLD Municipal drains - 91.0 KLD HVAC – 20.0 KLD

HVAC (20.0 KLD)



2.2 SOLID WASTE

Composition of Municipal Solid Waste Table: 7

Type NSWAI (%) Solid waste in kg

Paper 8 72.48

Plastics 9 81.54

Metals 1 9.02

Glass 1 9.02

Others 4 36.21

Biodegradable 48 434.88

Inerts 25 226.5

Rags 4 36.24

Total 100 906.0

NSWAI – National Solid waste Association of India

The total number of people anticipated to stay in the housing project is in the range of 1860. The

anticipated solid waste/ garbage is in the range of 500 g/head, and the total garbage will be in the order

of 906.0 kg/day.

The present practice is to collect the garbage using the services of NGO’s and send it to the

segregation point by cycle-rickshaws. This would be disposed of through the disposal system of

Anakapalli Municipal council either at the existing dumping site near sarada nagar. The responsibility

of garbage collection and disposal lies with Anakapalli Municipal Council, however the project

authorities propose to educate the residents to segregate the waste at source before disposal.

SOLID WASTE GENERATION Table: 8

Unit No. of units No. of

persons/unit

Total No. of

persons

Total solid waste in kgs

Flats 348 5 1740 870 Kg @0.5 kg/head

Amenities G + 3 floors 120 120 36 Kg @ 0.3 Kg/Head

Total 906.0

Solid waste Generated and disposal details



The solid wastes anticipated during occupation stage include garbage’s, sludge from STP, hazardous

waste of used oils and batteries from generators. Table: 9

Type of waste

Quantity Collection/ storage Disposal

Garbage 906.0kg/day

Stored at each house in green and blue bins for non-recyclable and recyclable wastes respectively. Stored in green for biodegradable waste. Collected and transported to the segregation bin by NGO’s.

Municipal solid waste dumping site – Dumping

site which is at Sarada nagar at 1.8Kms

Sewage Treatment Plant Sludge

20.0 kgs/day

Stored in HDPE bags Used as manure and or given to nearby fields

Used Batteries

2 nos. year -- Sent to Authorized recyclers or returned to

seller Used Lubricant

50/year Stored in HDPE Carboy Sold to authorized recyclers

Transformer oil

50/year Stored in HDPE Carboy Sold to authorized Contractors

Waste oil 100 LPA Stored in HDPE Carboy Sold to authorized Contractors

A number of facilities will be provided by M/s. Visakha Infra Developers LLP., to the occupants and

the facilities are shown in table:

Table: 10 Amenities Proposed

Amenity Nos. of Description

Tot Lots and Gardening area 7850.62 Sq.mts

DG Sets 400 KVA – 1No

Sewage Treatment Plant 1No.

Garbage Segregation Point 1 no

The owners/purchasers will form cooperatives to run the remaining amenities like sewage treatment

plant, DG sets. The major requirement of resource is for electricity and water.

2.3 ELECTRICITY CONSUMPTION



The electricity will be drawn from APTRANSCO. A number of transformers will be provided to

reduce voltage fluctuation and to provide quality energy. The power requirement during operation

phase is presented in table below:

Table: 11 Energy Consumption Statement Type of

Housing

Total

Units

Load in KW Total

connected

Load (KW)

Total Connected

Load (KVA)

Total Max

Demand (KVA)

Block A-E 348 8 2784 3480.0 3480.0

Street

Lights

60 0.04 2.4 3.0 2.4

Amenities 39.9 49.8 39.9

STP 1 90 90.0 112.5 112.5

Lifts 2 15 30.0 37.5 37.5

Total 2946.3 3682.8 3672.3

Maximum demand in kw at 0.6 diversity factor 2203.38

Consumption of power for 8 hours per day 17627.04



Total consumption of power per day 17627.04 KW

Total consumption of power per year 64.3 Lakh Units

Table: 12 Energy Saving by using Solar water heater

S.No Description No. of units Power

allocated in

watts/unit

Total Power

required in

(Kw)

1 Residential 175 3000 525

Total 525

Maximum demand in kw at 1 diversity factor 195

Consumption of power for 2 hours per day 1050

Maximum demand in kw at 0.4 diversity factor 210


Total consumption of power per day 1470.0 KW

Total consumption of power per year 5.36 Lakh units

Table: 13 Energy saving by using Solar Street Lights



S.No Description No. of

units

Power

allocated in

watts/unit

Total power

required in

KW

1 Street Lights 20 40 0.8

Total 0.8



Maximum demand in kw at full load 0.8


Total consumption of power per day 7.0 kw


Saving with Solar heater and street lighting 2.02 Lakh units

Table: 14 Electrical Power savings using CFL for lighting

S.

No

Description Area in

Sq.mts

Power

allocated in

watts/unit

Total power

required in

(KW)

1 Residential 47165 10 471

2 Common & utilities 7850 1.5 11

Total 482

Maximum demand in kw at 0.9 diversity factor 434


Total consumption of power per day 5206.1 Kw


Savings in power using CFL 6.77 Lakh units

Table: 15 Savings in Electrical Power Consumption - Summary

S.No

Description With CFL

With Solar Heater and Street Lighting

Total Consumption lakh units

Total saving

1 Savings in lakh kwh units

6.77 2.02 64.3

8.79

2 Savings in percentage (%)

4.3 3.05 7.5

Energy Conservation Measures:



Energy Efficiency Measures

a. Usage of CFL lights and high efficiency lamps

b. Usage of high efficiency transformer

c. Usage of high efficiency motors for utilities

d. Usage of VFD drives for lifts, Pumps etc.

e. Minimum required light power density

f. The lighting levels will be selected to suit the functional requirements

g. Conventional switching arrangements using conventional switch plates will be provided

wherever required. Lighting control for common circulation areas will be based on timers.

Staircase lighting will be controlled by the switches within the staircase to ensure that the

lighting is ‘on’ when desired.

h. External lighting will be provided to illuminate Ground Floor main entrances, pathways,

parking areas and roadways. Feature lighting will be provided to enhance the architectural

features of the building. External lighting will be controlled by timers. The landscape lighting

will be based on recommendations of landscape architect.

Eco-friendly Measures:

1. Exploring possibilities of using Solar Lights

Others:

The security will be handed over to a private agency. Water conservation measures will be updated

frequently and all the residents will be educated periodically.



ENVIRONMENTAL MANAGEMENT PLAN



3.0 ENVIRONMENTAL MANAGEMENT PLAN

The Environmental Management Plan envisaged for this construction project is described hereunder

with a strong commitment to follow best Environmental practices to reduce the negative implication to

make this project a sustainable development endeavor.

The management action plan aims at controlling pollution at the source level to the possible extent

with the available and affordable technology followed by treatment measures before they are

discharged.

Environmental management plan aims at the preservation of ecosystem by considering the pollution

abatement facilities at the project inception. In the upcoming modern housing project, pollution

abatement has become an integral part of planning and designs along with techno economic factors.

The different Environmental components that are identified in the assessment chapter are dealt

hereunder with necessary environmental management plan. The emphasis on the EMP development is

on the following:

Mitigation measures for each of the activities causing the environmental impact.

Monitoring plans for checking activities and environmental parameters and monitoring

responsibilities.

Role responsibilities and resource allocation for monitoring.

Following sections describes the environment management plan proposed for construction and

operation phases.

3.1 SITE CLEARANCE:

Control of Soil Erosion:

Generally cutting of herbaceous vegetation, during the construction phase results in the loosening of

the top soil.

Vegetation removal shall be minimized to prevent extent of soil erosion.

Vegetative cover shall be re-projected /rehabilitated at the earliest practicable time to minimize

duration & extent of soil erosion.



Control of Noise Levels:

Selection of equipment with less noise generation to be used.

The earth moving equipment shall be periodically checked and maintained for noise levels.

Since the site is more or less even use of these earth moving equipments may not be necessary.

The workers shall be provided with adequate personal protection equipment (PPE) such as ear

plugs to reduce impact of high noise levels.

Control of Dust generation:

The construction activity will result in the increase of SPM concentrations due to fugitive dust.

The site cleared shall be periodically watered to reduce emission of dust particles.

The workers shall be provided with PPE such as nose masks and googles to reduce impact

on health.

3.2 AIR ENVIRONMENT:

As the proposed unit is a construction of an apartment, SPM, SO2 & NOX emissions from the

operations will be very less concern. Water sprinkling will be provided through out the complex to

control the fugitive emissions arises if any during construction activity.

Generation of Dust

Pre Construction & Construction Stages

Dust will be generated from transport, construction, and utility operations. The mitigative measure

proposed is water sprinkling of the roads, and covered construction activity so as to ensure the dust

does not fly. The road condition is a major cause of the dust and permanent black top roads will be

provided as far as possible in the construction area. Exposure of labor and employees during

construction will be mitigated by provision of facemasks to employees at dust generating sources.

To reduce level of dust emissions from the crusher and batching plant and other transportation of

materials will be taken up including vehicles delivering loose and fine materials like sand and fine

aggregates shall be covered to reduce spills on existing roads. Water will be sprayed on earthworks,

temporary haulage and detour roads on a regular basis.

During and after compaction of the sub-grade, water will be sprayed at regular intervals to prevent

dust generation. The dust emissions from the vibrating screen at the stone quarries do not exceed the

emission standards set by CPCB by providing covered areas and adopting water sprinkling.

Occupation Stage

The residential area will have greenery and all roads shall be paved and all slopes & embankments

shall be turned as per best engineering practices.



3.3 WATER ENVIRONMENT Water consumption for the 348 flats is estimated to be about 240.0 m3/day. The wastewater generated

from the domestic usage will be about 216.0 m3/day only. M/s. Visakha Infra Developers LLP

proposes to build a full-fledged Sewage Treatment Plant and treated water will be used for green belt

development/toilet flushing.

The sewage generated from all the flats will be collected through the network of drains. The collected

sewage will be routed to the sewage treatment plant through covered drains provided with inspection

chambers.

The treated sewage will be used pumped into the overhead flush water tanks for flushing of toilets in

all 348 flats and part of the treated water will be used for green belt development through closed

pipelines.

3.4. NOISE ENVIRONMENT & GROUND VIBRATIONS

The major noise levels will be confined to the construction activity while handling concrete mixer and

other consumables. The Leq of eight hours will be within the prescribed standards. Community noise

levels are not likely to be effected due to the proposed green belt development and attenuation due to the

physical barriers.

Construction Stage

The plants and equipment used for construction will strictly conform to CPCB noise standards. Vehicles

and equipments used shall be fitted with exhaust silencers. During routine servicing operations, the

effectiveness of exhaust silencers shall be checked and if found to be defective shall be replaced. The

noise level from any item of plants. Such as compactors, rollers, front loaders, concrete mixers, cranes

vibrators and saws shall not exceed 75 dB (A), as specified in the Environmental Protection Rules,1986.

The construction activity within 150 m of the nearest habitation, noisy construction work such as concrete

mixing will be restricted to daytime and there will not be any construction during the nighttime between

9.00 pm and 6.00am. To protect construction workers from severe noise impacts, noise standards of

industrial enterprises will be strictly enforced, and workers shall be provided with personal protection

Equipment (PPE).

Occupation Stage

The residential areas adjacent to the proposed 40 feet and Existing 20 feet wide roads will be checked for

noise levels and based on the results additional mitigation measures will be taken up like double-glazing

of windows if necessary.



The major sources of noise are DG sets

DG set will be housed in an area where the access will be restricted.

Acoustic dampeners in foundations and insulators in the interiors will be provided.

Personnel operating DG sets will be provided with ear muffs.

Selection of equipment to ensure that the residual noise level of 75 dB (A).

Noise levels will be checked periodically using a noise pressure level meter.

3.5 STORM WATER DRAINS AND RAINWATER HARVESTING

A well connected isolated storm water drains has been designed to collect the rainwater from the entire

residential project. The design of the storm water drainage is based on the worst rainfall of max

100mm/hr.

RAINWATER HARVESTING PIT:

The collected storm water will be routed to the proposed rainwater harvesting pits at respective tower

for recharge of the ground water.

3.6. LAND ENVIRONMENT

The study area is predominantly agriculture oriented. Crops like paddy and coconut are predominantly

cultivated in the surrounding vicinity. The main source of water is ground water. The soils in the area

are predominantly clay with high fertility.

Design and Construction stage

The mitigation measures proposed to maintain the physiographic undisturbed or impacted to the

minimum is to maintain the contour levels and to keep the higher contour levels undisturbed. The

lowest levels of contour are undisturbed and are used for construction of high – rise structures. It may

be observed from the cut and fill operation is to use machinery and tippers which have pollution under

control certificate is to use machinery and tippers which have pollution under control certificate, using

water sprinkling of the cut and fill areas, and ensure that natural drainage is not filled with cut

material.

Occupation stage

The change in the physiography of the project site is enhanced by greening program of the central

area.



3.7 SOLID WASTE GENERATION:

Solid waste generation from the proposed residential project is in the following ranges:

Municipal solid waste - 906 Kg/day

Sludge from STP - 20 Kgs/day

Waste Oil - 100 LPA

GARBAGE MANAGEMENT PLAN FOR APARTMENTS

Maintenance department Maintenance department

Local body Local body

3.8 SOCIO-ECONOMIC ENVIRONMENT & SAFETY

A detailed survey was conducted to assess socio-economic aspects of the region. The data collected

from the census book include demographic details, infrastructural facilities, educational status, health

status, medical facilities, agricultural status, cattle population, crop pattern etc.

Social Environment: The proposed project will boost the supply of various daily needs of the people

by various vendors such as vegetable, milk supply etc. thereby improving the economic levels of

vendors.

Biodegradable Waste

Dumb Waiter

Block collection point

Main collection Point

M.S.W Management

facility

Non- Biodegradable Waste

Dumb Waiter

Block collection point

Main collection point

M.S.W Management

facility



3.9. POST PROJECT MONITORING PROGRAMME

In order to maintain the environmental quality within the standards, regular monitoring of various

environmental components is necessary. The proponent will allocate Rs. 25.0 lakhs annual budget

towards environmental protection initiatives.

3.10. IMPLEMENTATION OF EMP

In order to facilitate easy implementation, mitigation measures are phased as per the priority. The

EMP designed for the proposed housing project during construction and operational phase will be

implemented as per the following schedule:

Table: 16

S.NO RECOMMENDATIONS REQUIREMENT IMMEDIATE PROGRESSIVE

1 Air Pollution Control Measures

Before commissioning of respective units

√ -

2 Water pollution control measures

Before commissioning of respective units

√ -

3 Noise control measures Along with the commissioning of

the project

√ -

4 Solid waste management After commissioning of

the project

√ -

5 Green belt Development Stage-wise implementation

√ √

NOTE: (√) indicates implementation of recommendations.

3.11 ENVIRONMENTAL MONITORING

Regular monitoring of various environmental parameters shall be carried out to ascertain the following

points,

Status of air, noise, water, land pollution within the housing project and in its vicinity

Generate data for predictive or corrective purpose in respect of pollution and

To assess and monitor environmental impacts periodically.



Recommendations

a. DG set emissions and wastewater parameters (as per APPCB/CPCB guidelines) shall be monitored

regularly to meet the statutory requirements.

b. All the internal roads shall be asphalted to reduce the fugitive dust due to truck movement.

c. Green belt shall be provided around the construction area and along the internal roads.

d. Adopting shock-absorbing techniques can reduce the impact.

e. The use of damping materials such as thin rubber / lead sheets for wrapping the work places.

f. By making use of absorbing material on roof walls and floors, the noise reflection can be reduced.

g. Increase the distance between source and receiver, by altering the relative orientation of receiver

and the source.

h. Extensive green belt will be developed for further attenuation of noise levels.

DETAILS OF DG SETS AND THEIR EMISSIONS

Table: 17

Name of

stack

Stack

height

(m)

Dia of

stack at

top (m)

Temp.

of

exhaust

gases

(0C)

Exist

velocity

(m/sec)

Pollutant emission rate

mg/m3

SPM SO2 NOx

1 x 400

KVA DG

set

8.0 0.15mts 35.20 3.41 0.01 0.20 0.32

3.12 WASTE WATER DETAILS AND TREATMENT SYSTEM

Waste water generation will be about 216.0 KLD. The waste water is collected through piping system and

is treated in the proposed sewage treatment plant. The sewage generated from the water closet will be

collected in the septic tank. The solids will be settled in the septic tank and clear supernatant devoid of

solids will be collected and transferred to sewage treatment plant.



DRAINAGE NETWORK

Sufficient drainage network system will be provided to collect the sewage from all the flats. The network

will be provided with inspection chamber as per the requirement. The sewage collected through the

network will be routed to the proposed sewage treatment plants. The sewage treatment plants will be

designed for a total load of 250.0 KLD.

A separate piping network will be provided to use the treated sewage for use in flushing of toilets and

sprinkling on lawns.

Table: 18 COMPOSITION OF WASTE WATER

S.No. PARAMETERS CONCENTRATION

1. pH 6.8 – 7.2

2. Total Dissolved Solids 1400 – 1700 mg/l

3. Suspended Solids 200 -600 mg/l

4. BOD 3 day @ 270 C 300 – 350 mg/l

5. COD 400 – 500 mg/l

6. Oil & Grease <10 mg/l



PROPOSED SEWAGE TREATMENT SYSTEM

Based on the literature available and after study of wastewater characteristics the following treatment

system has been designed.

I PRIMARY TREATMENT

Bar Screen chamber

Grit Chamber

Neutralization tank cum Equalization tank

II SECONDARY TREATMENT

Aeration tank

Secondary clarifier

Clarified Water storage tank

Sludge holding tank

Filter Press

III TERTIARY TREATMENT

Sand filter

Activated Carbon filter

Treated water storage tank

IV MODE OF DISPOSAL

The wastewater after treatment will be used for development of Green belt/toilet flushing /sewerage

system.



TREATMENT SCHEME PRIMARY TREATMENT

BAR SCREEN CHAMBER

Screen is the very first operation carried out at treatment plant, and consists of passing the wastewater

through screens, so as to trap and remove the floating matter, such as pieces of paper, wood, cork, hair,

fiber, etc., present in wastewater. These floating materials if not removed, will choke the pipes, or

adversely affect the working of the pumps. Thus the main idea of providing screens is to protect the

pumps and other equipments from the possible damage due to the floating matter.

Bar screens are provided with an inclination of 300-600 to the direction of flow. Large floating matter is

obstructed by these screens. The screens are to be cleared frequently by manually to allow free flow of

wastewater in to the treatment system.

GRIT CHAMBER

The waste water came from the bar screen chamber flows into the grit chamber where the solids will be

collected and clear wastewater flows to the final collection tank for further usage.

EQUALIZATION/NEUTRALIZATION TANK

The wastewater varies widely in its characteristics both qualitatively and quantitatively and hence to

equalize the waste water air flow line is provided. At this stage the pH value should be maintained in

between 7.5-8.0.

SECONDARY OR BIOLOGICAL TREATMENT

CHEMISTRY OF BIOLOGICAL REACTION

The coagulation of non – settleable collection solids and the stabilization of organic matter contributing to

BOD are reduced by principally by bacteria. The microorganisms convert the colloidal and dissolved

carbonaceous organic matter into various gases and into cell tissue. Because cell tissue has a specific

gravity slightly than water the resulting tissue can be remove from the liquid by gravity setting.

The converter of organic matter into gaseous end products and cell tissue can be accomplished

aerobically. An aerobically or facultatively suspend growth or attached growth system. In aerobic

conversion apart of the organic matter is converted to end products and other part to obtain the energy for

the synthesis of new cells and hence the growth.



In most biological treatment systems, these three processes occur simultaneously in the activated sludge

process, the bacteria are the most important microorganisms, because they are responsible for the

decomposition of organic materials in the influent. In the reactor, or mixed reactor, or mixed liquor tank, a

portion of the organic waste matter is used to obtain energy for the synthesis of the remainder o f he

organic material into new cells.

While bacteria are the microorganisms, that actually degrade the organic waste in the influent, the

metabolic activity of other microorganisms is also important in the activated sludge system.

For example protozoa and rotifers act as wastewater polishers protozoa consumes dispersed matter that

have not flocculated and rotifers consume small biological flocculated particles that have not settled.

AERATION TANK Supernatant from the Primary clarifier over flows in to the aeration tank where the organic matter in the

wastewater is biologically decomposed under aerobic conditions. The mixed liquor in the tank is aerated

by using 1 no. slow speed diffused aerator. The MLSS in the aeration tank is maintained around 4000 mg/l

by return sludge, dissolved oxygen of 1 to 3 mg/l has to be maintained. The detention time in this tank is

around 6 hours. The mixed liquor from this tank over flows into the secondary clarifier.

SECONDARY CLARIFIER

The mixed liquor from the aeration tank overflows into the lamella clarifier. Here the wastewater is kept

under comparatively quiescent condition. This allows the solids from mixed liquor to settle. The mixed

liquor enters the drum of the clarifier at the center and distributes itself equally of all ides. It leaves

through the periphery of the tank. The wastewater moves very slowly facilitating setting of sludge at the

bottom as specific gravity of sludge is higher than that of water. The required amount of sludge is recycled

and the rest is bleeded out.

SLUDGE FILTER PRESS

Hydraulically operated filter press will be installed with 12 nos. of plates to dewater and cake will be used

as manure.



SAND FILTER AND CARBON FILTER The wastewater from secondary clarifier over flow into sand filter where any traces of organic matter will

be removed. Further, the effluent overflow in to activated carbon filter, there the wastewater will be

treated by the principal adsorption and removes partially total dissolved solids. The clear supernatant will

be sent to polishing pond for recirculation into process or to use for Green belt development

Table: 19 STP DESIGN DETAILS

Treatment system Aerobic

Type of aeration Extended Aeration

Type of aerator Diffused

F/M ratio 0.15

MLSS 4000 mg/lt.

Actual flow

Designed flow

216.0 m3/day

250 m3/day

Oxygen requirement 1.2-1.8kg of oxygen required per 1 kg of

BOD destroyed

Influent BOD 3 days at 270C 350 mg/lt.

BOD removal efficiency in primary

treatment

15-20%

Influent BOD load into

Secondary treatment plant

280 mg/lt



SECTION WISE DIMENSIONS

BAR SCREENS

1. Number of Bar Screens - 2 No.

2. Dimensions - 2.0 m x 2.0 m.

3. Liquid Depth - 2.0 m.

4. Method of Construction - Iron grill

EQUALIZATION TANK / NEUTRALISATION TANK

1. No. of tanks - 1

2. Dimensions

a) Shape - Rectangular

b) Tank dimensions - 3.0 m X 4.0 m

c) Liquid Height - 3.0 m

3. Pumping Arrangement - 2 nos each of 1.0 HP, one stand by

4. Method of construction - M.S structure with FRP coating

AERATION TANK

1. Number of Aeration Tanks - 1 No.

2. Dimensions

a) Shape of Tank - Rectangular

b) Tank Dimensions - 5.0 m X 4.0 m

c) Liquid Height - 3.0 m

d) Free Board - 0.4 m

e) HP of Aerator - 10 HP.

f) Type of Aerator - Fine bubble

g) Detention time - 6 hours

SECONDARY LAMELLA CLARIFIER

1. Number of Tanks - 1

2. Dimensions

Size of tank - 2.0 m x 2.0 m

Depth of Tank - 2.5 m

3. Method of construction - M.S



SLUDGE FILTER PRESS

1. Number of press - 1 Nos.

2. Dimensions - 12 plate and frame.

3. Bag size - 200x 200 mm.

4. Filter media - Filter cloth

SAND FILTER


2. Dimensions

Dia of tank - 2.0 m



ACTIVATED CARBON FILTER


2. Dimensions

Dia of tank - 2.0 m



4. Filter pump at Sump - 0.5 HP.



Table: 20 TREATED WATER CHARACTERISTICS

S.No. PARAMETERS CONCENTRATION

1. pH 7.5 – 7.8

2. Total Dissolved Solids <1200 mg/l

3. Suspended Solids <0.5mg/l

4. BOD 3 day @ 270 C <30 mg/l

5. COD < 50 mg/l

6. Oil & Grease NIL



FLOW DIAGRAM FOR SEWAGE TREATMENT PLANT – 250KLD

Figure:4 Flow diagram for STP



It is proposed to release / dispose the storm water in the storm water drains.

3.13 STORM WATER DRAINS

Conservation of water resource is most important aspect of the project during construction and occupation

phases. Storm water drainage planning, domestic water planning and sewage transfer and sewage

treatment planning are critical aspects of construction and occupation stages of housing projects.

Storm water drains will be provided all over the site to meet the expected increase in the runoff during

rainy seasons due to the impervious nature of the paved areas. The site is uneven and it is proposed to

maintain the levels as much as possible, hence storm water outlets from the storm water runoff and

presented in following table.

CALCULATION FOR STORM WATER DRAIN

Quantity of storm water:

(a) Without project

Discharge (Q) = (C x I x A)/360

Area of Catchment (A) = 17156.05 sq.mts. = 1.71Hectares

Run off Coefficient (C) = 0.6

Maximum intensity of rain fall (I) = 100 mm/hr

So, Q = (0.60 x100 x 0.92)/360 = 0.28m3/sec

(b) With project

Discharge (Q) = (C x I x A)/360

Area for catchment for roof area = (Roof Area)

= (7687.67Sq.mts) = 0.76Hectares

Area of Catchment (A) = 0.76 Hectares



So, Q = (0.8 x100 x 0.76)/360 = 0.16 m3/sec

Area for catchment for open areas = 0.78Hectares



So, Q = (0.6 x100 x 0.78)/360 = 0.13 m3/sec



Total Discharge = 0.29 m3/sec

Discharge (Q) = A/V

Where

A = Area of the Drain

V = Max. Permissible Velocity

= 3.0 m/sec for concrete drain

Area of drain (A) = Q/V

= 0.29/3 = 0.09 m2

Taking depth of the drain as 0.3 m at the starting point

Width of drain = Area/depth = 0.09/0.3 =0.32m= 32.0cm

Width of the drain is to taken 105cm and depth varies according to the slope of ground.

Table: 21

Land Use Area in

Hectares

Vol./hr

before

development

C = 0.8

Vol./hr before

development

C = 0.6

Difference in

Discharges

Remarks

Roof area 0.76 60.8 45.6 15.2 Stored in a sump

of capacity 100

m3 and used for

domestic purpose

RWH pits are

provided of size

1.20 m x 1.20m Open area 0.78 62.4 46.8 15.6

Total 1.54 123.2 92.4 30.8

C = 0.3 after development of greenery

Rain water Harvesting Structures

Storm water drains are provided with rainwater harvesting structures which will act as flow dissipaters and

also as infiltration trenches to mensure runoff from the roof is collected in storm water collection sump

and the over flow shall join the storm water drain. For roads it is proposed to provide rain water harvesting

structures and will be located at downspouts in the plot area. Typical drawing of rainwater harvesting

structures are presented for roof areas of 14 x 14 m. The typical cross section of rain water harvesting

structure is shown in the figure.



3.14 RAIN WATER HARVESTING

A full fledged rainwater harvesting scheme will be provided to intercept and store rain

water for use and replenish underground water levels.

The rainwater from the roofs will be passed through the filters and collected in sumps

earmarked for this purpose. The first flows as well as surplus flow would bypass these

sumps by means of suitable valve controls and leads out to the surface drains.

The surface drains would lead the runoff into the rainwater harvesting pits.

Storm water drains are provided with rain water harvesting structures which will

act as flow dissipaters and slope as infiltration trenches to ensure percolation of

water and enhance the ground water table. Through the entire runoff from the

roof is collected in storm water collection sump and the flow shall join the

storm water drains. For roads it is proposed to provide rain water harvesting

structures and will be located at downspouts in the plot area. Typical drawing of

rainwater harvesting structure is presented for roof areas of 14 x 14 m.

The typical cross section of rain water harvesting structure is shown in the figure.

3.15 ENERGY SAVING MEASURES

Energy saving measures constitutes a principal component of this project and is built into the

design concept as well as selection of various equipment.

Buildings:

The blocks will be in rectangular outline and the longer sides face North to minimize

heat gain through the walls.

Every block will be interconnected by corridors which help in better utilization of

natural day light.



Electricity Savings: Incandescent vs. compact Fluorescent Lights

The following table shows the result of replacing one incandescent bulb with a compact

fluorescent bulb in one household. Table: 22

Bulb Type 60 watt incandescent 11 watt compact

fluorescent

Savings over one year

by replacing bulb

Purchase price Rs. 25 Rs. 50 --

Life of the bulb 750 hours 10,000 hours --

Number of hours burned

/day

4 hours 4 hours --

Number of bulbs needed About 2 over 1 year 1 over 6.8 years --

Lumens 1690 1500 --

Total cost of bulbs Rs. 50 Rs. 50 --

Total energy used over 1

year

87.6 KWH/household

60 w(4hrs/day) (365

days/year)

(1year = 87600 watt-

hours or 87.6 KWH

16.06 KWH/household 11

w(4hrs/day) (365 days/year)

(1year = 16060 watt-hours

or 16.06 KWH

71.54 KWH per

household

Total CO2 emissions over

1 yr (avg emission rate:

996.7 lbs/MWH or 0.9967

lbs/KWH)

39.6 kg/per household

87.6 KWH (0.9967

lbs/KWH) = 87.31 lbs

7.26kg/per household 16.06

KWH (0.9967 lbs/KWH) =

16 lbs

32.34 Kg per household

Total SO2 emissions over


5.1 lbs/MWH or 0.00511

lbs/KWH)

0.203 kg/per

household 87.6 KWH

(.00511 lbs/KWH) =

0.447 lbs


16.06 KWH (.00511

lbs/KWH) = 0.082 lbs


Total NOx emissions over


1.9 lbs/MWH or 0.0019

lbs/KWH)

0.075 kg/per

household 87.6 KWH

(.0019 lbs/KWH) =

0.166 lbs


16.06 KWH (.0019

lbs/KWH) = 0.0305lbs




Electrical equipments and system

The CF lamps envisaged would save around 20% energy is vis a vis conventional

lamps.

Electronic ballasts are envisaged for fluorescent light fittings.

Automatic timer controls would be provided for external lighting.

Automatic power factor correction capacitor panels at various loads centers will help

in maintenance of PF at desired levels.

Renewable and Alternate Energy Sources

The renewable and alternative energy sources are needed to minimize pollution of the

environment and in essence be eco-friendly. Towards this end, Solar photovoltaic

systems are recommended for outdoor lighting and indoor emergency lighting.

For energy conservation, efficient lighting fixtures would be used in the project.

Photocell activated timer switching systems would be installed to operate the outdoor

lighting.

Power factor – Improved capacitors would be used for motors and other major power

driven equipment.

In general roof treatment will employ tiles to reduce the heat gain in the upper floors.



3.16 OCCUPATIONAL HEALTH & SAFETY DETAILS

DURING CONSTRUCTION PHASE

First Aid Center and Medical facilities will be provided to all the concerned people working

on the site. Personal dust mask, ear plugs, etc, will be provided to all persons working on the

field as per the requirement. Proper precautions will be taken at electrical installations, cables

and electrical connections to avoid short circuit and electrical shocks. Fire protection

equipment like sand buckets and fire extinguishers will be provided.

OPERATIONAL PHASE

Construction of entire complex will be of earth quake resistant.

First Aid and Medical Facilities will be provided to all the concerned people working

in the premises.

Proper precautions will be taken for all electrical installations, cables and electrical

connections to avoid short circuit and electrical shocks.

Manual call boxes will be strategically installed at stairwell and elevators exit

locations.

All other safety measures as required by the concerned Government Authorities shall

be complied with.



3.17 FIRE PROTECTION

Fire protection is one of the most essential services to be provided. In design component of the

project adequate measure has being taken as per the provisions of the National Building Code.

Building materials shall be of appropriate fire resistance standard. Further, design shall

include provision for the following:

The electrical systems shall be provided with automatic circuit breakers activated by

the rise of current as well as activated by over current.

Fire detection systems

Means of escape

Access for fireman

Adequate fire fighting requirement shall be taken into account while designing the

electrical distribution system.

Consistent with the nature of their usage, the proposed apartments will be provided

with comprehensive detection alarm and fire fighting systems.

Wet risers fed dedicated water sumps and water pumps would help quick action in case

of fire.

The basement would be provided with sprinklers

A system of the hydrants would be provided all round the buildings.

Portable fire extinguishers would be located in all the floors

The entire apartment would be provided with fire escape staircases.



3.18 TRAFFIC MANAGEMENT PLAN

Proposed Parking Facilities

The housing project is proposed to have parking space of 8727.1sq.mts

Access to the proposed site

The proposed housing project will have access through the proposed 100’ feet wide road

connecting to NH-5 highway road. The project area is well connected to network of roads

connecting NH-5(Visakhapatnam-Calcutta Road).

There will be separate entry and exists for smooth movement of traffic. The Residential

project will have traffic entry / exit from the existing road connecting to NH-5 road. The

entry/exit points have been marked on the layout plan.



3.19 GREEN BELT DEVELOPMENT

Green belt has been developing all around the housing project. About 2 m wide all around the

proposed project has been provided for development of trees in two rows. The design of the

greenery will be done in consultation with the horticulturist.

The selection being based on the broad-leafed nature of the trees and its ability to attract birds.

The philosophy behind the green belt development is to improve the ecology and environment

of the surrounding of the plant by extensive afforestation.

Planting scheme has also been chosen keeping in mind the needs of residents during

traditional/festive occasions apart from functional, ecological and aesthetic needs.

PLANT DETAILS

Greenbelt is a set of rows of trees planted in such a fashion, to create effective barrier between

the project and surroundings. The greenbelt helps to capture the fugitive emissions, attenuate

the noise levels in the housing project and simultaneously improving aesthetics of the housing

project. The greenbelt around the housing project compound wall and in the reserve site will

be developed in keeping view of the following objectives.

1. Planting of trees in each row will be in staggered pattern.

2. The short trees will be planted in the first two rows and the tall trees in the outer rows

around the purview of the project site.

3. Since the trunks of the trees are generally devoid of foliage, it will be useful to have

shrubs in front of the tress so as to give coverage to this portion.

4. Sufficient spacing will be maintained between the trees to facilitate effective height of

the greenbelt.

5. Plants of native origin, fast growing type with canopy and large leaf index shall be

preferred.



PLANTING SCHEME

The Proposed plants are mostly from native flora and other such plants which can thrive

Visakhapatnam Climate.

A. Peripheral and Boundary planting:

This layer acts as a dust and noise filter. Tall evergreen and flowering trees are

recommended in two rows.

Grevillea robusta

Millingtonia hortensis

Spathodea companulata

Swietania mahagony (microphylla)

Swietania mahagony (macrophylla)

B. Promanades and along jogging track

Alstonia scholaris

Anthocephalus adamba

Calophyllum inophyllum

Chorisia speciosa

Spathodia companulata

Swietania mahagony (macrophylla)

Terminalia catappa

Terminalia bellerica

Eugenia jambolana

Tabubea avallenede

C. Tree Groves Aegle mermelos Alstonia scholaris Bignonia megapotamica Cordia sebestena Erythrina crystagalli Plumeria alba Plumeria rubra ficus benjamina



D. Parking Areas Anthocephalus cadamba

Ficus religiosa

Pterospermum acerifloium

Ficus jawanica

Spathodia companulata

E. For Shade and shelter (to attract avi-fauna and provide shade in play area etc.)

Alstonia scholaris

Artocarpus sps.

Ficus religiosa

Eugenia jambolana

Mimusops elengi

Terminalia catappa

F. Speciman plants

Artocarpus sps.

Aegle mermelos

Brassia actynophylla

Pterospermum acerifolium

Mimusops elengi

Bamboo groves

Palm groves

G. Trees for traditional / cultural needs Azadirachta indica Artocarpus sps. Eugenia jambolana Aegle mermelos. Plumeria sps. Ficus religiosa

H. A part from the above variety of palms, bamboos, shrubs, ground cover plants,

creepers and lawn areas are clearly designed.



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