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CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS

CONCEPTUAL PLAN

(CONSTRUCTION OF RESIDENTIAL APARTMENTS)

M/s. E.SATYANARAYANA MURTHY & OTHERS

CONSTRUCTION OF RESIDENTIAL APARTMENTS

SY.NO:

K. AGRAHARAM, DELUXE THEATRE ROAD, AMALAPURAM,

PREPARED AND SUBMITTED BY

SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, B

Email: [email protected]


CONCEPTUAL PLAN


E.SATYANARAYANA MURTHY & OTHERS


SY.NO:438/1, 439/2, 439/3, 439/4


EAST GODAVARI DISTRICT


SV ENVIRO LABS & CONSULTANTSENVIRO HOUSE, B-1, BLOCK-B, IDA, AUTONAGAR,

VISAKHAPATNAM

Phone: 0891-2755528

Email: [email protected]

Recognized by MoEF&CC,

QCI Accredited, S.No.136

January’ 2018 1


E.SATYANARAYANA MURTHY & OTHERS


438/1, 439/2, 439/3, 439/4,



SV ENVIRO LABS & CONSULTANTS

CONCEPTUAL PLAN | SV ENVIRO LABS & CONSULTANTS 2

1.0 INTRODUCTION

M/s. E. Satyanarayan Murthy & Others is located at Sy.No. 438/1, 439/2, 439/3, 439/4 of

K. Agraharam, Deluxe Theatre Road, Amalapuram, East Godavari District with its registered

office at D.No: 11-6, Narsimhadevara Street, Alamuru village and mandal, East Godavari

District.

M/s. E. Satyanarayana Murthy & Others 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 customer’s aspirations with

quality construction.

M/s. E. Satyanarayana Murthy & Others acquired a land to an extent of 2.45 Acres

proposes to construct Apartments at Sy.No. 438/1, 439/2, 439/3, 439/4 of K. Agraharam,

Deluxe Theatre Road, Amalapuram, East Godavari District.

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

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

proposed housing project would be 170 no. flats (all 2 bedroom flats) which comprise of Four

Blocks and amenities.

1.1 ABOUT THE PROJECT:

M/s. E. Satyanarayana Murthy & Others proposes for construction Project of residential

building at 438/1, 439/2, 439/3, 439/4 of K. Agraharam, Deluxe Theatre Road, Amalapuram,

East Godavari District. The projects total built up area is 25155.2 Sq.mts.


The area of town has educational institutions, Banks, Private Business centers and number

of residential apartments.

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.

The water requirement of the project during operation will be met through Municipal Supply

& Bore well. Sewage treatment plant will be provided to treat the waste water. Water

conservation measures will be incorporated in the plumbing designs. Water recycle / reuse will

be adopted by way of using treated water for toilet flush systems, and green belt development.

The balance treated water and storm water will be let-out into the municipal drain. 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 common street lighting, and other

areas wherever feasible economically. Construction material will be drawn from local sources

which include flyash based construction materials.

The parking provision follows the guidelines prescribed by GO MS 119 and NBC, 2005 and

building policy of State of Andhra Pradesh.

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 as it comes under 8 (a) category.


1.1.2 CLEARANCE REQUIREMENTS FOR THIS PROJECT

The project would need the following clearances:

1. Layout clearance from Municipal authorities

2. Environmental Clearance from the AP SEIAA under EIA Notification, 2006.

1.1.3 SITE SELECTION CRITERIA

Site selection criteria play an important role in the initiation of any developmental activity

such as Residential/commercial developmental project. Availability of basic infrastructure

necessary for the construction project & demand for housing purposed as it is facilitated for

general requirements like educational institutes, Transportation, etc, no alternate site is

examined.


Table -1: Details about Project Site

Site Location Sy.No. 438/1, 439/2, 439/3, 439/4, K. Agraharam,

Deluxe Theatre Road, Amalapuram, East Godavari

District

Latitude 16°34'26.33"N

Longitude 82° 0'0.32"E

Nearest Highway NH-214 at a distance of 0.20 kms

Nearest Habitation K M Agraharam

Nearest Airport Rajahmundry Airport at 62.15 kms

Nearest Railway station Palakolu Railway station at 32.0 km

Narsapur Railway station – 36.37Kms

Nearest Water Bodies Kummaripalli Drain at 0.07kms

River Godavari – 6.38Kms

AMP Lake at 0.74Kms

Nearest National Park/Wild life

sanctuary

None within 10km Radius


M/s. E. Satyanarayana Murthy & Others

Fig: Google Image of 10km Radius


M/s.


M/s. E. Satyanarayana Murthy & Others

Fig: TOPO MAP of 10Km Radius

7



Fig: Site Layout

8


Table-2: LAND ALLOCATION FOR VARIOUS PURPOSES

Area in Sq.mts

S.No Floors Block -A Block -B Block-C Block – D Amenities

1 Stilt Floor 1620.17 975.00 1005.20 1073.42 172.86

2 Ground Floor 1330.37 871.43 871.43 871.43 117.05

3 First floor 1330.37 871.43 871.43 871.43 117.05

4 Second floor 1330.37 871.43 871.43 871.43 117.05

5 Third floor 1330.37 871.43 871.43 871.43 117.05

6 Fourth Floor 1330.37 871.43 871.43 871.43 117.05

Floor wise Built up Area 8272.02 5332.15 5362.35 5430.57 758.11

TOTAL BUILT UP AREA

(Stilt + G + Upper 4 floors)

25155.2Sq.m

TOTAL SITE AREA 9922.04 Sq.m or 2.45Acres

PROVIDED PARKING AREA

(Stilt Floor)

4846.65 sqm

Open parking area 354.28Sq.m

Total Parking area provided 5200.93Sq.

PROVIDED TOTLOT AREA 992.0 sq.m

TOTAL NO. OF FLATS 170 (All 2 bed room flats)


1.2 PARKING PROVISION

It is proposed to provide Stilt

prescribed by Building policy of Andhra Pradesh.

As per NBC norms, parking

For 1 Car Parking – 28.0

For 2 Wheeler parking

Parking Provisions details:

Total Number of Units: 170

The proposed construction project

As per NBC norms, parking area is required as follows:

For 1 Car Parking - 28 sq.mts

For 1 two Wheeler Parking- 2.5

Parking space provision of the Project:

Floor Provided

Parking area

(sq.mts

Stilt for residential

(@20% of total built

up area i.e.,

4061.71Sq.mts)

4846.65

Open area

Parking area

provided

5200.93

Required parking as

per GO 119, GoAP

Parking provided

Required parking as per MoEF

4 Wheelers

(@28Sq.m per ECS)

170

2 Wheelers

(@2.5Sq.m per vehicle)

170

Parking area required

Parking area provided


PARKING PROVISION

Stilt Floor for parking. The parking provision follows the guidelines

prescribed by Building policy of Andhra Pradesh.

parking area is required as follows:

28.0 Sq.mts

For 2 Wheeler parking – 2.5 Sq.mts

The proposed construction project is all of two bed room units.

rms, parking area is required as follows:

sq.mts

2.5 sq.mts

Parking space provision of the Project:

Provided

Parking area

(sq.mts

No. of units 4-wheeler

4846.65 170 flats 170 nos

354.28

5200.93 170 flats 170 nos

4061.71Sq.m

5200.93Sq.m

Required parking as per MoEF&CC and NBC

Parking area (sq.m) 170 x 28.0 4760.0

170 x 2.5 425.0

5185.0

5200.93

10

for parking. The parking provision follows the guidelines

2-Wheeler

170 nos

170 nos


1.2.1 Residents Parking:

The entire Stilt floor has been allocated exclusively for residents parking. These parking areas

are both for four wheelers and two wheelers.

1.2.2 Visitors Parking:

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

the visitors to park their vehicles.

1.3 RESOURCE REQUIREMENT:

1.3.1 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

1.3.2 OPERATIONAL PHASE:

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

a. Power

b. Water Supply

c. Sewage Treatment Plant


2.0 Project Description

The firm intends to construct 170 nos. of two bed roomed apartments at Sy.No. 438/1,

439/2, 439/3, 439/4 of K. Agraharam, Deluxe Theatre Road, Amalapuram, East Godavari

District, Andhra Pradesh. The flats are proposed to be constructed on a land admeasuring

9922.04 Sq.mts of site area and Built up area is 25155.2 Sq.mts standing in the name of

the company in Amalapuram. The proposed construction will be undertaken on a plot of

land after having approval of the authorities.

2.1 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.

2.2 LOCATION AND ACCESS TO THE SITE:


The Residential complex is proposed at Sy.No. 438/1, 439/2, 439/3, 439/4 of K. Agraharam,

Deluxe Theatre Road, Amalapuram, East Godavari District, Andhra Pradesh proposed

residential complex is located at 0.20 km distance from national highway.

2.2.1 PROPOSED PROJECT:

The entire residential complex will consist of residential flats only.

2.3 INFRASTRUCTURE REQUIREMENT

The infrastructure requirement for the proposed construction project can be broadly classified

into the following four heads:

1. Basic Infrastructure

2. Environmental Infrastructure

3. Other infrastructure – Project Specific and

4. Social Infrastructure

The basic infrastructure covers the main requirements like

� Construction material (Steel, Cement, Bricks etc)

� Water

� Power

� Roads, Street Lights

� Sewerage system

The Environment infrastructure covers

� Solid Waste collection & disposal

� Effluent collection & disposal

� Air Pollution – from DG sets and their correction


Other Infrastructure covers

In addition to the above, the following infrastructure will be developed side by side with

project depending upon the requirement:

� Communication facilities

� Fire& Safety

� Security etc

� Parking Bays

� Parks and open spaces

2.4 BASIC INFRASTRUCTURE:

2.4.1 WATER AVAILABILITY

Domestic water: Water for the proposed project during construction would be sourced from

ground water and proposed to draw domestic water from the Municipal Supply, which have

been encouraging the bulk consumers. The water requirement of the project during occupation

stage will be in the order of 100.0 KLD and during construction it will be in the order of

121.0cum/day.

Per a unit 5 no. of persons allocated and per a person 135 Litres of water consumption will be

there.

Table-6: Water Requirement of the project

Land use No. of units No. of

persons per

unit

Water

required

per person –

liters

Water

consumption

Total water

requirement -

lit

Flats (A,B,C,

D Blocks)

170 5 135 675 114750

Amenities 1 120 45 5400 5400

Total 120150

Total water required for the project is 120.15 KLD rounded to 121.0 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.

Table -7: Water saving of the project

Unit No. of units No. of

persons

Water

requirement

in Lit.

Treated

water reuse

in Lit.

Effective water

requirement in

lit.

Flats

(Blocks-

A,B,C, D)

170 5 114750 48060 66690

Amenities 1 120 5400 1080 4320

Total 120150 49140 71010

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

Approximately 49.14 KLD of water will be saved by adopting recycling of treated water in the

toilet flush. The effective water consumption is reduced by 71.01 KLD. The water balance of

the project during occupation stage is tabulated below:

Table-8: Water Balance during occupation stage

Input KL/day Out put KL/day

Domestic water

(A,B,C,D Blocks)

66.69 Treated waste water to

Municipal sewer lines

53.35 108.13KLD

(Waste water

generated

from A,B,C, D

Blocks &

Amenities)

Amenities 4.32 3.45

Recycled water

(A,B,C,D Blocks

& Amenities)

49.14 Treated waste water for

recycle

49.14

Water requirement for green

belt during non monsoon

2.5

Losses approx 10% 11.71

Total 120.15 Total 120.15


The water used in the order of 121.0 KL/day would generate 108.13 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 for Blocks –A,B,C&D

(120.0 KLD) Losses (11.71 KLD)

Sewage(Appx.90%:108.13 KLD)

Reuse/Flushing-49.14 KLD

Note: Day 1 Water requirement = 120.15 say 121.0 KLD

Table-9: SUMMARY OF FRESH WATER REQUIREMENT & WASTE WATER

GENERATION:

S.NO DESCRIPTION FRESH WATER WASTE WATER

1 DOMESTIC WATER

REQUIRED – (A, B, C

BLOCKS & AMENITIES)

120.15 KLD 108.13 KLD

TOTAL 120.15 SAY

121.0KLD

108.13 KLD

SAY 108.0KLD

Municipal

supply/Bore

Well

Domestic

Sewage

Treatment

Plant

Treated

Effluent

Municipal

drains

(52.05 KLD)

Green Belt (2.5KLD)


SEWAGE TREATMENT SYSTEM

Design Parameters:

STP Capacity 120

Process of STP MBBR treatment process shall be adopted. The technology shall be

provided which

Location of STP Shown in Site Plan

FLOW DIAGRAM FOR SEWAGE TREATMENT PLANT


SEWAGE TREATMENT SYSTEM (A, B, C, D & AMENITIES BLOCKS)

20 KLD

MBBR treatment process shall be adopted. The technology shall be

provided which occupies less space.

Shown in Site Plan

AM FOR SEWAGE TREATMENT PLANT– 120 KLD

17

& AMENITIES BLOCKS)

MBBR treatment process shall be adopted. The technology shall be

KLD


2.4.2 SOLID WASTE

The total number of people anticipated to stay in the housing project is in the range of 850.

The anticipated solid waste/ garbage is in the range of 500 g/head from residential and 300

g/head from amenities, and the total garbage will be in the order of 461.0 kg/day.

Table-11: SOLID WASTE GENERATION

Unit No. of units No. of

persons/unit

Total No. of

persons

Total solid waste in kgs

Flats 170 5 850 425Kg @0.5 kg/head

Amenities 1 120 120 36 Kg @ 0.3 Kg/Head

Total 461.0

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-12: Solid waste generation and disposal details

Type of

waste

Quantity Collection/ storage Disposal

Garbage 461.0

kg/day

Segregate at each house in green and

blue bins for dry waste & wet waste

respectively. Collected and

transported to the segregation bin

The solid waste will be

converted manure

Sewage

Treatment

Plant Sludge

10.0

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

50Lt/year Stored in HDPE Carboy Sold to authorized

recyclers

Transformer

oil

50Lt/year Stored in HDPE Carboy Sold to authorized

Contractors


Waste oil 100 LPA Stored in HDPE Carboy Sold to authorized

Contractors

� As we are having total Built-up area 25155.2 sq. mts which is > 5,000 sq.mts,

based on notification, we will segregate the waste in separate streams at source,

hand over recyclable material to the authorized waste pickers or recyclers as per

the MSW Rules, 2016.

� The bio-degradable waste shall be processed, treated and disposed off through

composting or bio-methanation within the premises.

� The residual waste shall be given to the waste collectors or agency as directed by

the local body.

Collection and Segregation of waste:

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

waste in plastic bags from household units.

2. The local vendors will be hired to provide separate colored bins for dry

recyclables and bio-degradable waste.

3. For waste collection, adequate number of colored bins (Green, blue and dark

grey separate for Bio-degradable and non bio-degradable) are proposed to be

provided at the strategic locations of the commercial area.

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

A number of facilities will be provided by M/s. E.Satyanarayana Murthy & Others, to the

occupants and the facilities are shown in table

Table: 13 Requirements Proposed

Requirement Nos. of Description

Tot Lots and Gardening area 992.0 sq.m

DG Sets 300 KVA -1 No

Sewage Treatment Plant 1 No (120 KLD Capacity)


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.

2.4.3 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: 14 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, B,C&D 170 8 1360 1700.0 1700.0

Street Lights 143 0.03 4.29 5.36 5.36

Amenities 1 1 39.9 49.8 49.8

STP 1 90 90.0 112.5 112.5

Lifts 6 15 90 112.5 112.5

Total 1614.19 1980.16 1980.16

Power Factor = 1.25

Total Consumption per month = 59404.8 KVA

Total Consumption per year = 712857.6 KVA

Electrical Savings = 7.6%


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

94.65

55.8

1980.16

150.45

2 Savings in

percentage (%)

4.78

2.82

7.6

2.4.3.1Energy Conservation Measures:

� Energy Efficiency Measures

a. LED in common areas

b. LED Usage in individual units/flats

c. Provision of solar water heaters for Amenity hall

d. Solar lighting for common areas/street lights (1 in 3).

e. Timer based lighting management in common areas

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

g. Each block will be interconnected by corridors which help in better utilization of

natural day light (double glass will be used for more cooling) and turbo ventilators

proposed at common areas for saving day light.

h. For saving of day light and low solar heat gaining High efficiency low-e glass type

for windows will be used.

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.

The total potential of 143 KW per day (40% roof area) and possibility for use of solar

energy for common lighting or solar water heating will be explored.

2.5 USE OF FLY ASH:

Flyash based light weight bricks will be used for construction of walls etc. Flyash based

tiles will be used for flooring of common areas in cellular.

2.6 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 measure 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 drawings 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.

RAIN WATER HARVESTING

� A fully 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 collec

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

of 14 x 14 m.

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

Rain Water Harvesting Pit




enhance the ground water table. Through the entire runoff from the roof is collec



the plot area. Typical drawing of rainwater harvesting structure is presented for roof areas

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

Rain Water Harvesting Pit

23



enhance the ground water table. Through the entire runoff from the roof is collected in



presented for roof areas

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


2.7 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 daylight.

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.


2.8 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

� The entire apartment would be provided with fire escape staircases.

3.0 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 annual

budget towards environmental protection initiatives.


4.0 ENVIRONMENTAL BUDGET

Project Cost : 35.0 Crores

EMP Budget : 3.4 Crores

Table -21: Environmental Budget

S.

No

Description Item Nature of

budget

Recurring

cost in

Lakhs (A)

Capital

cost in

Lakhs

(B)

Remarks

1 Air pollution

/ Plantation

Plantation Capital /

Recurring

10.0 20.0 Maintenance

2 Water

pollution

STP Capital /

Recurring

25.0 60.0 Water

Treatment

Bio-digester Capital /

Recurring

10.0 25.0 Water

Treatment

RWH Capital/

Recurring

15.0 40.0 Ground

Water

Recharge

3 Noise

Pollution

Silencer for

Genset

Capital -- 30.0

4 Energy

Conservation

Solar Water

Heating /

Common

lighting /

Photo

Voltaic Cell

Capital /

Recurring

25.0 60.0 Installation

and

maintenance

5. Solid Waste

Management

Segregation

of Dry

waste &

wet waste

Capital/Recur

ring

5.0 15.0 Maintenance

Total 90.00 250.0


5.0 GREEN BELT DEVELOPMENT

The following species are chosen for planting of greenbelt

Botanical name Habit Family Local name

Aeglemarmelos T Rutaceae Maredu

Albizialebeck T Mimosaceae Dirisena

Alstoniascholaris T Apocynaceae Edakulapala

Areca catechu T Arecaceae Vakka

Anthocephaluscadamba T Rubiaceae Kadamba

Cassia fistula T Caesalpiniaceae Rela

Bauhinia purpurea T Caesalpiniaceae Peddari

Bauhinia variegata T Caesalpiniaceae Devakanchanamu

Cassia siamea T Caesalpiniaceae Cassod tree

Peltoferrumpterocarpum T Caesalpiniaceae Kondachinta

Polyalthialongifolia T Annonaceae Naramamidi

Azadirachtaindica T Meliaceae Vepachettu

Mimusopselengi T Sapotaceae Pogada

Nyctanthusarbortristics T Oleaceae Parijathamu

Neriumodorum S Apocynaceae Ganneru

Tecomastans T Bignoniaceae Swarnaganneru

Tectonagrandis T Verbenaceae Teku

Delonixregia T Caesalpiniaceae Turai

Micheliachampaca T Magnoliaceae Sampangi

Other Ornamental Plants

Technical Specifications for Plantation

1. The plant spacing should be 1-3 m x 1-3 m depending on width of the crown of tree,

width of greenbelt and species composition;

2. The seedlings should be transplanted in monsoon period (June 15 - July 31). So, the

land for planting is to be handed over before July 15. The soil working/pit digging

works should be done preferably before onset of monsoon;

3. All activities that are related to procurement of seeds, rising of seedlings, digging of

pits, planting and caring the plants for specified period shall be done by proponent.

Similarly, the proponent shall ensure at least 90% of plant survival at the end of the

deal; and

4. Rising of seedling in nursery to a suitable size of transplanting - within 45 days after

placement of order.

Keeping the master plan at around the project site in mind, the stage wise plantation is

prepared.


SITE PHOTOS

Documents

CONCEPTUAL PLAN - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/EC/EIA_EMP/... · optimized by adopting energy efficient design ... These parking areas