APPRAISAL-CUM-TECHNO ECONOMIC FEASIBILTY REPORT · m/s. smr builders pvt ltd, phase-ii proposed residential complex at sy.no’s. 113 to 119, 121 & 126 kondapur (v) seri lingampally

M/s. SMR BUILDERS PVT LTD, PHASE-II

PROPOSED RESIDENTIAL COMPLEX

At SY.NO’S. 113 to 119, 121 & 126 Kondapur (V)

Seri Lingampally (M) RANGA REDDY (DIST), TELANGANA STATE

FORM-1

FORM-1A

SUBMITTED TO

MINISTRY OF ENVIRONMENT & FORESTS,

GOVERNMENT OF INDIA

SUBMITTED BY

M/s. SMR BUILDERS PVT LTD

SMR HOUSE

5th Floor, Plot # 73,

Nagarjuna Hills, Panjagutta,

Hyderabad - 500 082

TELANGANA STATE

PREPARED BY

M/S PRIDHVI ENVIROTECH

(P) LIMITED,

184/C, 4th

Floor,

Vengal RaoNagar,

Hyderabad – 500 038

e-Mail : [email protected]

M/s. SMR Builders Pvt. Ltd.- SY.NO’S. 113 to 119, 121 & 126 Kondapur (V) Seri Lingampally (M) RANGA REDDY (DIST), TELANGANA STATE

PRIDHVI ENVIROTECH (P) LIMITED Page 1

I) Basic information

S. No. Item Details

1 Name of the project/s M/s. SMR Builders Pvt. Ltd.

Residential Complex

2 S. No. in the schedule Project Activity – 8a

Category B1

3 Proposed capacity /area/ length/

tonnage to be

handled/command area/lease

area/ No of the well to be drilled

Blocks No. of

Floors

No. of

Flats

Area

(Sq.mts)

Block-IA 25 275 44094.24

Block-IB 20 240 40245.60

Block-IIA 25 225 33281.25

Block-IIB 20 140 25656.80

Block-III 28 224 39226.60

Block-IV 28 532 96701.36

Block-V 40 320 80291.20

Total 1956 3,59,497.05

Ameniti

es Block

9 20000.0

Total 3,79,497.05

Parking:

BASMENT –

1

SQ.MTS

BASMENT

– 2

SQ.MTS

BASMENT

– 3

SQ.MTS

BLOCK

I

10184.58 10184.58 10519.

62

BLOCK

II

8774.68 8774.68 9065.2

5

BLOCK

III

4544.98 4544.98 4702.1

2

BLOCK

IV

11688.48 11688.48 12070.

95

BLOCK

V

9620.62 9620.62 9937.8

7

Ameniti

es Block

2183.33 2183.33 2183.3

3

TOTAL 46996.67 46996.3

7

48479.

14

( In Square Meters)

Total Area of the residential flats: 3,79,497.05

Total Parking Area : 1,42,472.48

Total Built-up area including parking area

: 5,21,969.53 Sq. Mtrs



4 New/Expansion /Modernization Proposed to develop a residential project

obtained TOR vide File No. F.No.21-

54/2015-IA. III dated 18.06.2015. As there

are changes from the original plan, this

application is made for amendment of

previous TOR

5 Existing capacity/Area etc… NA

6 Category of project A or B Category B1

7 Does it attract the general

condition? If yes please specify

No

8 Does it attract the specific

condition? If yes please specify

No

9 Location

Plot/ survey /Khasra no

Village

Tehsil/Mandal

District

State

Sy.No: 113 to 119, 121 &126

Kondapur (V),

Serilingampally (M),

Ranga Reddy District

Telangna

10 Nearest Railway station/Air port

along with the distance in kms

LIngampally – 4.0 Kms

Shamshabad Air port – 40 KM

11 Nearest Town, City, District

Headquarters along with distances

in kms.

This is Part of Kondapur Village

12 Village Panchayats Zilla Parishad

Municipal Corporation, Local body

(complete postal Address with

telephone no. to be given

Greater Hyderabad Municipal Corporation

13 Name of the applicant Mr. S. Ram Reddy,

Chairman & Managing Director

14 Registered address SMR House,

Plot No 73,

Nagarjuna Hills,Panjagutta,



Hyderabad -500 082

Ph: +91 40 2335 3722, 2335 3726

Fax: +91 40 2335 3297

15 Address of the correspondence

Name

Designation /owner/partner/CEO

Address

Pin code

E-mail

Telephone no

Fax no

Mr. S. Ram Reddy,

Chairman & Managing Director

SMR House,

Plot No 73,

Nagarjuna Hills,Panjagutta,

Hyderabad -500 082, Telangana

[email protected]/

[email protected]

Ph: +91 40 2335 3722, 2335 3726

Fax: +91 40 2335 3297

16 Details of Alternative Sites

examined if any.

Location of these sites Should be

shown on a Topo sheet.

This Semi Constructed site was taken over by

SMR Builders (P) Limited from Kondapur

Towers (P) Limited and will be developed by

SMR Builders (P) Limited

17 Interlinked Projects No

18 Whether separate application of

interlinked projects has been

submitted

Not Applicable

19 If yes, date of submission Not Applicable

20 If no reason Not Applicable

21 Whether the proposal involves

approval / clearances under: if

yes, details of the same and their

status to be given.

(a) The Forest (conservation) Act,

1980?

(b) The Wild life (protection) Act,

1972?

(c) The C.R.Z notification, 1991?

No

No

No

mailto:[email protected]/

mailto:[email protected]



22 Whether there is any Government

order/policy relevant/relating to

the site?

No

23 Forest land involved (Hectares) No

24 Whether there is any litigation

pending against the project

and/or land in which the project is

propose to be set up?

(a)Name of the court

(b)Case no.

(c) Orders/directions of the court, if

any and its relevance with the

proposed project.

No

(II) Activity

1.0 Construction, operation or decommissioning of the Project involving actions, which

will cause Physical Changes in the locality (topography, land use, changes in

water bodies, etc.).

S.No. Information /Checklist

confirmation

Yes

/No

Details thereof (with approximate

quantities /rates, wherever possible )

with sources of information data

1.1 Permanent or temporary change

in land use, land cover or

topography including increase in

intensity of land use (with respect

to local land use plan)

Yes The proposed project activity is

construction of Residential Complex.

The site area is located in GHMC area.

Part of the site is under development

and is taken over by SMR Builders. This

area is earmarked as residential zone as

per the Master plan of Hyderabad

Urban Development Authority.

1.2 Clearance of existing land,

vegetation and buildings?

No The land is semi constructed. Except

few bushes, there is no vegetation

1.3 Creation of new land uses? Yes The purpose of proposed project is

construction of Residential Complex

hence there will not be any change in

land use

1.4 Pre-construction investigations Yes Soil bearing tests were conducted



e.g. bore holes, soil testing? before construction of current blocks by

previous management.

1.5 Construction works? Yes The project is residential complex. 5

blocks would be constructed as a part

of the plan

1.6 Demolition Works? Yes There will be partial demolitions to

modify the existing structures

1.7 Temporary sites used for

construction works or housing of

construction works?

Yes Temporary shelters for construction

workers are not required as f labor will

be hired from the surrounding locations

1.8 Above ground buildings,

structures or earthworks including

linear structures, cut and fill or

excavations

Yes The proposed development is

Construction of Residential Complex.

Cut and fill activity will be there for

basement and foundations

1.9 Underground works including

mining or tunneling?

No Not Applicable as this is a Construction

of Residential Complex.

1.10 Reclamation Works? No Not envisaged.

1.11 Dredging? No Not Applicable as this is a Construction


1.12 Offshore structures? No Not Applicable as this is a Construction


1.13 Production and manufacturing

processes?

No No manufacturing activity.

Activity is Construction of Residential

Complex.

1.14 Facilities for storage of goods or

materials?

Yes Storage space of building materials will

be earmarked onsite.

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes Solid waste generated from the

construction includes rubble, used up

cement, broken bricks etc, which will be

used for filling up low lying areas during

developmental stage.

Treated liquid effluents from domestic

waste water will be used for flushing

and gardening and rest would be sent

to municipal drains.



STP Sludge will be used as manure in

green belt development

1.16 Facilities for long term housing of

operational workers?

No Manpower requirement of operational

workers is nominal and will be recruited

from surroundings therefore no long

term housing facilities are envisaged.

1.17 New road, rail or sea traffic during

construction or operation?

No Existing facilities will be used for the

proposed project.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes

and stations, ports, airports etc?

No Not envisaged

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No Not envisaged

1.20 New or diverted transmission lines

or pipelines?

No -

1.21 Impoundment, damming,

culverting, realignment or other

changes to the hydrology of

watercourses or aquifers?

No The proposed development will not

disturb the natural terrain of the area

and will not disturb the water courses in

any ways i.e. no drain flows through the

site.

Rain Water Harvesting system is

proposed to recharge the GWL

1.22 Stream crossings? No There are no stream crossings the

proposed site.

1.23 Abstraction or transfers of water

from ground or surface waters?

Yes Water requirement of the project will be

met from HMWS&SB & Borewell

1.24 Changes in water bodies or the

land surface affecting drainage

or run-off?

No The development will be carried out

with no disturbance to major water or

the land surface, affecting drainage or

runoff.

1.25 Transport of personnel or

materials for construction,

Yes Transportation of personnel or material

will be by trucks on road



operation or decommissioning?

1.26 Long-term dismantling or

decommissioning which could

have an impact on the

environment?

No Not envisaged

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No Not envisaged

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes Total of 1956 flats are proposed. The

local area is developing at a faster

pace due to development in the

surrounding areas.

1.29 Introduction of alien species? No --

1.30 Loss of native species or genetic

diversity?

No --

1.31 Any other actions? No --

2.0 USE OF NATURAL RESOURCES for construction or operation of the Project (Such as

land, water, materials or energy, especially any resources which are non-

renewable or in short supply):

S.No. Information /Checklist

confirmation

Yes

/No


quantities /rates, wherever possible)


2.1 Land especially undeveloped or

agricultural land (ha)

No Proposed to develop a residential

project obtained TOR vide File No.

F.No.21-54/2015-IA. III dated

18.06.2015. As there are changes

from the original plan, this

application is made for amendment

of previous TOR

The total cost of the project is Rs. 525



Crores

2.2 Water (expected source &

competing users) Unit : KLD

Yes Water Requirement : 1352.0 KLD

Fresh water requirement – 890 KLD

Source: HMWS&SB.

Recycled water –462.0 KLD

Source : S.T.P

2.3 Minerals (MT) Yes Not Applicable as this is a construction

project.

2.4 Construction material – stone,

aggregates, and / soil (expected

source- MT)

Yes Construction materials like coarse

aggregate, fine aggregate, granite.

Kota stone, Dolhpur stone, Marble,

bricks, sand, cement, steel will be used.

The raw materials will be sourced from

local dealers & traders.

2.5 Forests and timber (source – MT) Yes Wood will be used only for preparing

window and door frames.

The required timber will be procured

from local authorized timer dipos

2.6 Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes Power Required : 11195 KVA

Source: Central Power Distribution

Company Limited (TSCPDL).

Back-up power: 6 x 500 KVA DG sets for

emergency during power failures.

Fuel: HSD required @ 900 Liters, will be

sourced from local traders

2.7 Any other natural resources (use

appropriate standard units)

No Not Applicable

3.0 Use, storage, transport, handling or production of substances or materials which

could be harmful to human health or THE ENVIRONMENT or raise concerns about

actual or perceived RISKS TO HUMAN HEALTH.

S. No. Information /Checklist

confirmation

Yes/

No




3.1 Use of substance or materials,

which are hazardous (as per

MSIHC rules) to human health or

No Only HSD in small quantities will be used

for back up power DG sets. Paints are



the environment (flora, fauna,

and water supplies)

used during construction

3.2 Changes in occurrence of

disease or affect disease vectors

(e.g. insect or water borne

diseases)

No

3.3 Affect the welfare or people e.g.

by changing living conditions?

Yes Good quality housing is proposed with

good living environment for 1956

families

3.4 Vulnerable groups of people

who could be affected by the

project e.g. hospital patient’s children, the elderly etc.,

No --

3.5 Any other causes No --

4.0 Production of SOLID WASTES during construction or operation or decommissioning

(MT/ month)


confirmation

Yes/

No




4.1 Soil, overburden or mine wastes No --

4.2 Municipal waste (domestic and

or commercial wastes)

Yes Garbage – 4900 kgs/day

4.3 Hazardous wastes (as per

Hazardous Waste Management

Rules)

No Used Oils from – 300 LPA

Used Batteries – 10 no’s/year Transformer Oil – 100 LPA

4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other sludge

from effluent treatment

Yes Sewage Sludge @ 100 kg/d will be used

as manure for green belt development.

4.7 Construction or demolition Yes During construction some amount of

construction debris may be generated



wastes which will be segregated and whatever

re-saleable will be sold to supplier and

rest waste will be used for filling up of

low lying areas and development of

internal roads and boundary walls etc

4.8 Redundant machinery or

equipment

No Most of the equipment used for the

construction will be hired.

4.9 Contaminated soils or other

materials

No No soil contamination is anticipated as

the proposed project is a construction

project all the waste generated will be

in the form of solid waste of reusable

nature.

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes No --

5.0 Release of pollutants or any hazardous, toxic or noxious substances to AIR (Kg/hr)


confirmation

Yes/

No




5.1 Emissions from combustion of

fossil fuels from stationary or

mobile sources

Yes Emissions will be mainly from vehicles

moving at the project site during

construction and operation period and

secondly from the 6 x 500 KVA DG sets

used for backup power source

operated only during power failures

only for a short duration.

As HSD will be used for the DG sets, the

main emissions will be SO2 and NOx.

For Proper dispersion of pollutants, the

stack height meeting CPCB Norms will

be maintained.

5.2 Emissions from production

processes

NO Only emissions would be from Kitchen

5.3 Emissions from materials handling

including storage or transport

Yes Vehicular emissions are anticipated

both during construction and during



operation.

5.4 Emissions from construction

activities including plant and

equipment

Yes Fugitive emissions are likely during

construction activities from the

materials. These are temporary in

nature.

The main emissions during the

construction will be PM from the loading

and unloading of materials on the site.

SO2 and NOx from the combustion of

fossil fuels and from vehicles.

5.5 Dust or odors from handling of

materials including construction

materials, sewage and waste.

Yes The particulate matter will be mainly

generated from loading and unloading

of the material at the site.

Other municipal solid waste will be

disposed off to the Municipal solid

waste dump yard.

The construction material will be

handled carefully to prevent any spill

over or wastage. Construction labor will

be provided with proper sanitation to

avoid any unhygienic conditions.

Therefore no odor generation is

expected

5.6 Emissions from incineration of

waste

No --

5.7 Emissions from burning of waste

in open air (e.g. slash materials,

construction debris)

No --

5.8 Emissions from any other sources No --

6.0 Generation of Noise and Vibration, and Emissions of Light and Heat:


confirmation

Yes/

No




6.1 From operation of equipment

e.g. engines, ventilation plant,

Yes Noise is anticipated during construction

activities, movement of construction



crushers

material and use of machinery.

These are temporary in nature and will

be minimized by adopting proper

maintenance such as greasing, oiling

and insulations (acoustic enclosures) for

DG Set.

6.2 From industrials or similar

processes

No --

6.3 From construction or demolition Yes Construction activity create noise and

vibrations.

These will be temporary in nature and

will be phased out once the

construction is over.

6.4 From blasting or piling No --

6.5 From construction or operational

traffic.

Yes Yes during the construction. Once the

flats are completed, two wheelers and

Cars can create noise

6.6 From lighting or cooling systems No --.

6.7 From any other sources No --

7.0 Risks of CONTAMINATION OF LAND OR WATER from releases of pollutants into the

ground or into sewers, surface waters, groundwater, coastal waters or the sea :


confirmation

Yes/

No




7.1 From handling, storage, use or

spillage of hazardous materials

No Used batteries and waste oil shall be

stored separately and shall not lead to

contamination of land during normal

operation.

7.2 From discharge of sewage or

other effluents to water or the

land (expected mode and

place of discharge )

No The sewage shall be treated to achieve

the standards prescribed by MoE&F

during operation phase. While the

discharges from temporary toilets during

construction shall be sent to septic tank

followed by municipal sewer lines.



7.3 By deposition of pollutants

emitted to air into the land or

into water

No No pollutants are emitted in to air.

Hence no deposition of pollutants into

land or water.

7.4 From any other sources No --

7.5 Is there a risk of long term build

up of pollutants in the

environment from these sources?

No Proper Environmental management

plan will be followed for air, water, noise

and solid waste. Hence no long term

impacts are envisaged.

8.0 Risk of accidents during construction or operation of the Project, which could

affect human or the environment


confirmation

Yes/

No




8.1 From explosions, spillages, fires

etc from storage, handling, use

or production of hazardous

substances

No Fire hydrant and Fire fighting systems will

be installed and safety precautions will

be followed as per the safety rules.

Only Diesel in small quantity and paints

during construction phase will be

flammable material used and stored.

8.2 From any other causes No Not Applicable

8.3 Could the project be affected

by natural disasters causing

environmental damage (e.g.

floods, earthquakes, landslides,

cloudburst etc)?

No The project site is located at a higher

elevation and the seismic zone for the

project area is Zone-II, which is

considered safe.

9.0 Factors which should be considered (such as consequential DEVELOPMENT) which

could lead to ENVIRONMENTAL EFFECTS or the potential for cumulative impacts with

other existing or planned activates in the locality


confirmation

Yes/No Details thereof (with approximate



9.1 Lead to development of

supporting. utilities, ancillary

development or development

stimulated by the project which

could have impact on the

Yes

The proposed project is a

construction of Residential Complex.

So it leads to development of

supporting facilities and ancillary &

related activities.



environment e.g.:

Supporting infrastructure

(roads, power supply,

waste or waste water

treatment, etc.)

Housing development

Extractive industries

Supply industries

Other

Yes

Yes

No

No

No

Existing

9.2 Lead to after use of the site,

which could have impact on the

environment

No --

9.3 Set a precedent for later

developments

Yes The area is developed residential

and commercial area.

9.4 Have cumulative effects due to

proximity to other existing or

planned project as with similar

effects )

No --

(III) Environment Sensitivity

S. No. Areas Name/

Identity

Aerial distances (within 15 km.)

Proposed project location boundary

1. Areas protected under

international conventions,

national or local legislation for

their ecological, landscape,

cultural or other related values

Yes Kasu Brahmananda Reddy National

Park - 9.6 KM

2. Areas which are important or

sensitive for ecological reasons –

Wetlands, water courses or other

water bodies, coastal zone,

biospheres. Mountains, forests

Yes Osman sagar – 8.4 kms upstream

Duram Cheruvu – 8.0 KM

3. Areas and by protected, Yes Kothaguda RF – 2.3 kms



important or sensitive species of

flora or fauna for breeding,

nesting, foraging, resting, over

wintering, migration

4. Inland, coastal, marine or

underground waters

No Few rain fed tanks within 10 KM radius

of the site

5. State, National boundaries No -

6. Routes or facilities used by the

public for access to recreation

or other tourist, pilgrim areas

No Durgam Cheruvu is boating area &

Silparamam cultural importance

7. Defense installations No None

8. Densely populated or built-up

area

Yes The area is developing into a densely

populated area.

9. Areas occupied by sensitive

man-made land uses (hospitals,

schools, places of worship,

community facilities )

Yes There are many colleges, schools,

hospitals and places of work ship

within 10 KM radius

10. Areas containing important, high

quality or scarce resources

(ground water resources, surface

resources, forestry, agriculture,

fisheries, tourism, minerals)

Yes

Osman Sagar within 10 KM radius

which is one the drinking water

source for Hyderabad

11. Areas susceptible to natural

hazard which could cause the

project to present environmental

problems (earthquakes,

subsidence, landslides, erosion,

flooding or extreme or adverse

climatic conditions)

No --

IV. Proposed Terms of Reference for

EIA Studies

B-1 Category Project



Proposed Terms of Reference for EIA studies

Scope of Work of EIA

...The EIA shall co er the follo i g:

Description of the proposed project:

The first task: Descriptio of the proposed project for s a ital co po e t of the E iro e tal I pact Assessment (EIA) as it provides the basis for evaluating the likely causes of Environmental Impacts.

Existing Environment and Baseline Conditions:

The baseline assessment will be carried out to identify potentially sensitive and critical areas that may be affected

by the project in an area of 10 km surrounding the project location. The critical and sensitive targets shall be

plotted on land use map of project impact area. The existing environment and baseline conditions should be

established from:-

Analysis of existing information published and secondary data.

-Consultation with relevant statutory authorities, and Field visits for supplementation of missing gaps.

The key subject areas which the EIA shall address include Ecology and Nature conservation, Air quality, surface

and water quality in project impact area, soil quality, cultural heritage, landscape, land use, noise quality, etc.

Natural habitats like national parks, wildlife reserves, sanctuaries, sacred grove, protected areas, forests,

wetlands, major rivers and waterways if any, shall also be identified and marked.

Assessment of Environmental Impacts:

Based upon the results from the review of existing information, field visits, site data collection and consultation,

for each component of environment (physical, biological and socio economic) the positive, negative, direct and

indirect, temporary and permanent impacts will be evaluated along with an indication of the degree of impact,

i.e., whether the impact is significant, moderate, minor or negligible. The degree of impact shall also be

quantified by using state of the art air quality impact prediction models based on ISCST3 algorithms.

Environment Management Plan And Mitigation Plan:

For each significant negative impact identified, specialist shall work closely with the engineering team/technical

consultants to suggest practicable measures to avoid or mitigate the impact. The mitigation of environmental

impacts will be by three mechanisms.

=>Introduction of mitigation features through the engineering practices.



=>Implementation of environmental controls during construction and operation.

=>Legislative control involving compliance with Indian environmental laws.

The Environmental management plan shall include an estimate of capital and recurring costs of mitigation

measures and will identify the institutional framework for implementation.

Monitoring Plan:

Having identified the significant environmental impact that is likely to arise as a result of the project, the project

team shall specify what monitoring is required during the various phases of the project cycle.

The monitoring plan will identify parameters and frequency of monitoring and responsible organization.







FORM-1 A

(Only for construction projects listed items 8 of the Schedule)

CHECK LIST OF ENVIRONMETNAL IMPACTS

(Projects proponents are required to provide full information and wherever

necessary attach explanatory notes with the Form and submit along with proposed

environmental management plan & monitoring programme)

1. LAND ENVIRONMENT

S.N

o.

ITEM DETAILS

1.1 Will the existing land use get

significantly altered from the

project that is not consistent with

the surroundings? (Proposed

landuse must conform to the

approved Master Plan /

Development Plan of the area.

Change of landuse if any and the

statutory approval from the

competent authority be submitted).

Attach Maps of (i) site location, (ii)

surrounding features of the

proposed site (within 500 meters)

and (iii)the site (indicating levels &

contours) to appropriate scales. If

not available attach only

conceptual plans.

The proposed project is Construction of

Residential complex.

This area is earmarked as residential Zone by

HMDA. The project is in semi construction stage

and was taken over by the current

management

1.2 List out all the major project

requirements in terms of the land

area, built up area, water

consumption, power requirement,

connectivity, community facilities,

parking needs etc.

The major requirements of the project is

summarized as below:

1. Plot area This is semi constructed

project which was taken

over by current

Management recently.

The total area of the plot

is 21.35 Acres. Out of this

in the first phase 9.237

acres is developed. Now

it is proposed to develop

second phase in the rest

of the land area-11.82



Acres. The total cost of

the project is Rs. 525

Crores

2. Built-up

area

5,21,969.53 Sq.mts

3 No. and

type of flats

5 BHK flats -352

4 BHK flats -201

3 BHK Flats -888

2 BHK Flats -515

Total - 1956 Flats

4 Water

consumptio

n

Daily water demand will

be 1352 KLD (890 KLD fresh

water demand + 462 KLD

recycled STP treated

water).

The fresh water Demand

will be met from HMWS&SB

and Borewell

5 Power

requirement

11195 KVA

6. Connectivit

y facilities

The project is well

connected with the

following:

Lingampally RS – 4.0 kms

Kondapur Bus Depot – 2

kms

Rajiv Gandhi

International Airport –

Shamshabad - 40 Kms

7 Parking

needs

1,42,472.48 Sq.mts

3600 four wheelers

parking and 2000 two

wheelers parking

8 Total Cost of

the project

Rs. 525 Crores

1.3 What are the likely impacts of the

proposed activity on the existing

facilities adjacent to the proposed

site? (Such as open spaces,

community facilities, details of the

existing landuse, disturbance to the

The area is already developed as residential

and commercial area. There is no significant

impact due to this project



local ecology).

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability? (Details of

soil type, slope analysis, vulnerability

to subsidence, seismicity etc may

be given).

The area is not prone to any land disturbance

and no evident history of the same is available.

Soil Type – Hard morum soil with outcraps

Slope Analysis:

The topography of the site is almost flat. There

will not be any change in topography of the

area. The drainage pattern will remain as per

the existing pattern.

Vulnerability to Subsidence:

There is no subsidence anticipated.

Seismicity – Zone – II as per the IMD

1.5 Will the proposal involve alteration

of natural drainage systems? (Give

details on a contour map showing

the natural drainage near the

proposed project site)

No, there is no change in the overall natural

drainage system. However, the internal run off

drainage is channelized to the rain water

harvesting pits for re-charging the ground

water

1.6 What are the quantities of

earthwork involved in the

construction activity-cutting, filling,

reclamation etc. (Give details of

the quantities of earthwork

involved, transport of fill materials

from outside the site etc.)

There will be scrapping off soil to the tune of

10,457 cu. m., which will be used within the site

for filling purposes. No fill material is required

from outside as excavated soil, construction

and demolition waste (existing structures) will

be reused within the site.

1.7 Give details regarding water

supply, waste handling etc during

the construction period.

Water supply:

The domestic water demand during

construction phase will be about 50 KLD.

The water will be met from water tanker.

Solid waste:

50 kg/day of solid waste will be generated

during construction phase and will be sent to

GHMC.

1.8 Will the low lying areas & wetlands

get altered? (Provide details of how

low lying and wetlands are getting

modified from the proposed

activity)

There are no wetlands and low lying areas

around the site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

The construction debris consists of variety of

materials. Iron, glass, plastics, cartons of paper,

wood waste etc would be sold to re-users.



various types of wastes generated

during construction including the

construction labor and the means

of disposal)

Demolished bricks, Cement Concrete etc

would be used in internal road formation and

as filling materials of basements.

Paint cans, adhesives, thinner cans etc would

be sold to authorized re-cyclers

2.0 WATER ENVIRONMENT:

S.No. ITEM DETAILS

2.1 Give the total quantity of water

requirement for the proposed

project with the breakup of

requirements for various uses. How

will the water requirement met?

State the sources & quantities and

furnish a water balance statement.

The daily water requirement for the

proposed project will be 1352 KLD. The daily

fresh water requirement will be 890 KLD,

sourced from HMWS&SB and Borewell and

the recycled water requirement will be 462

KLD, which will be used for flushing and

gardening.

The water balance chart showing break up

of requirements for various uses with

quantities of fresh and recycled water is

given at Table No.2.6

2.2 What is the capacity (dependable

flow or yield) of the proposed

source of water?

S.

No

Reservoir Storage

Capacity at

FTL (in MCM)

1. Osman sagar 110.43

2. Himayath

sagar

84.016

3. Singur 849.505

4. Manjira 41.399

5. Akkampally

(Krishna water)

41.031

Total 1126.381

(Source: HMWS&SB and Borewell)

2.3 What is the quality of water

required, in case, the supply is not

from a municipal source? (Provide

physical, chemical, biological

characteristics with class of water

quality)

Water will be sourced from HMWS&SB and

Borewell. In case of any emergency water

will be purchased from private sources

through tankers

2.4 How much of the water

requirement can be met from the

Out of 1352 KLD requirement, approximately

462 KLD of the water required will be met



recycling of treated wastewater?

(Give the details of quantities,

sources and usage)

through reuse of treated water from sewage

treatment plant.

2.5 Will there be diversion of water from

other users? (Please assess the

impacts of the project on other

existing uses and quantities of

consumption)

No

Water will be sourced from HMWS&SB and

Borewell

2.6 What is the incremental pollution

load from wastewater generated

from the proposed activity? (Give

details of the quantities and

composition of wastewater

generated from the proposed

activity)

The waste water generated will be to the

tune of 1150 KLD. The waste water

generated will be treated in sewage

treatment plant based on FAB technology of

capacity 1300 KLD.

effluent characteristic is given as:

Parameter Unit Concentration

Quantity KLD 1150

pH -- 6.5-8.5

Oi l &

Grease Mg/l 20

TSS Mg/l 200

BOD Mg/l 300

COD Mg/l 500

2.7 Give details of the water

requirements met from water

harvesting? Furnish details of the

facilities created.

Elaborate plans have been made for

channelizing the storm water by constructing

water drains leading to the reservoirs. In

order to minimize the surface runoff loss,

groundwater recharging through

groundwater recharge pits at the project site

has been planned. Appropriate design

considerations have been taken while

designing the recharge pits.

The rainwater is proposed to be channelized

for storage in reservoirs to be used for project

needs after due treatment and also for

groundwater recharging through the

recharge pits.

2.8 What would be the impact of the

land use changes occurring due to

the proposed project on the runoff

characteristics (quantitative as well

The project will involve construction of

rooftop & paved areas and hence, quantity

of runoff will increase due to reduced

infiltration & increase in surface run off



as qualitative) of the area in the

post construction phase on a long

term basis? Would it aggravate the

problems of flooding or water

logging in any way?

coefficient in post construction phase as

compared to the pre-construction phase.

The overflow during abnormally heavy rains

will follow the run off pattern. The proposed

rainwater structures have been designed for

accommodating peak rainfall intensity,

which will not aggravate the problem of

flooding in the project area. The run-off from

roof top, paved and landscaped areas will

be used for ground water recharge.

Provisions of capturing the surface runoff to

the extent of 100% will be done.

2.9 What are the impacts of the

proposal on the ground water? (Will

there be tapping of ground water;

give the details of ground water

table, recharging capacity, and

approvals obtained from

competent authority, if any)

No Impacts will be on the ground water the

required water will be supplied by HMWS&SB

and part of the treated water is recycled

and used for gardening & flushing. Rain

water harvesting structures will be provided

in the site to tap the rain water which in turn

recharges the ground water table.

2.10 What precautions/measures are

taken to prevent the run-off from

construction activities polluting land

& aquifers? (Give details of

quantities and the measures taken

to avoid the adverse impacts)

There are effective measures adapted to

reduce the storm water run-off from the

construction site-

Ensuring vehicles stick to the access track.

Cleaning all mud and dirt deposited on

roads from construction-related activities.

Stabilizing a single entry/exit point to ensure

sediment is not tracked off site-this also

increase site durability during wet weather.

Excavation work will not be carried out

during monsoon season.

Constructing a fence around the site to

trap sediment whilst allowing water to flow

through.

Diverting up-slope water with turf and not

mixing mortar in locations that will drain into

storm water system.

Preventing wastewater from brick cutting

activities and stockpiles entering the storm

water system.

Construction material will be stored at the

earmarked places and will be covered with



a temporary shed ensuring that no

leachate or spoilage of land occurs.

Curing water will be sprayed and, after

liberal curing, all concrete structures will be

painted & covered with gunny bags, then

the water will be sprayed. This will help to

save water.

2.11 How is the storm water from within

the site managed?(State the

provisions made to avoid flooding

of the area, details of the drainage

facilities provided along with a site

layout indication contour levels)

Infrastructural facilities like provision of

adequate storm water drains, wastewater

collection and conveyance including

treatment and disposal have been planned

in the project.

2.12 Will the deployment of construction

labourers particularly in the peak

period lead to unsanitary conditions

around the project site (Justify with

proper explanation)

The local people will be deployed during

construction. There will be no stagnant water

at site, as the run off from the relevant areas

will be systematically drained.

The civil contractor will be held responsible

for site sanitation and will be bound by the

management to adhere to healthy level of

sanitation.

2.13 What on-site facilities are provided

for the collection, treatment & safe

disposal of sewage? (Give details of

the quantities of wastewater

generation, treatment capacities

with technology & facilities for

recycling and disposal)

Construction phase:

The waste water to the tune of 20 KLD from

toilets will be diverted to sewer system in the

area after getting necessary permissions

Post construction phase:

Sewage water will be collected and treated

in FAB based 1300 KLD STP.

Treatment efficiency: >85%

Reuse and disposal:

STP treated water: 462 KLD for flushing and

gardening and rest would be disposed the

drain

2.14 Give details of dual plumbing

system if treated waste used is used

for flushing of toilets or any other

use.

There will be separate pipelines for the supply

of the fresh water and treated water from STP.

Treated water will be used for the flushing

purposes & Gardening purposes, domestic

consumption.



3. VEGETATION

S.No. ITEM DETAILS

3.1 Is there any threat of the project to

the biodiversity? (Give a description

of the local ecosystem with it’s unique features, if any)

There will be no threat on the biodiversity

due to the proposed project. Project site is

almost flat terrain mostly

dominated/covered with common grass

and shrub species. Moreover, site doesn’t support any critical or special habitat; which

can support threatened, endangered

species.

3.2 Will the construction involve

extensive clearing or modification

of vegetation? (Provide a

detailed account of the trees &

vegetation affected by the project)

The construction will not involve any

clearing and modification as the site is a

barren land with practically no vegetation

except few small shrubs.

3.3 What are the measures proposed

to be taken to minimize the likely

impacts on important site features

(Give details of proposal for tree

plantation, landscaping, creation

of water bodies etc along with a

layout plan to an appropriate

scale)

Due care will be taken to protect the

important site features:

Tree plantation will be done to protect the

site features such as topsoil erosion,

ground water attenuation and avoiding

contamination by leachate.

The excavated soil will be stored at

earmarked places protected from

contamination and from polluting the

existing features and will be used for

surface leveling and for creation of

landscaped areas.

Piling will be done so as to minimize the

impacts on the existing structures in the

nearby areas.

Green belt will be developed in an area of

7280.52 Sq.mts.



4. FAUNA

S.No. ITEM DETAILS

4.1 Is there likely to be any

displacement of fauna- both

terrestrial and aquatic or creation

of barriers for their movement?

Provide the details.

The proposed site does not have any

terrestrial and aquatic fauna, so no

displacement will take place.

4.2 Any direct or indirect impacts on

the avifauna of the area? Provide

details

No endangered or endemic species of

birds are found in the study area,

4.3 Prescribe measures such as

corridors, fish ladders etc to

mitigate adverse impacts on fauna

Not applicable

5. AIR ENVIRONMENT:

S.No. ITEM DETAILS

5.1 Will the project increase

atmospheric concentration of

gases & result in heat islands? (Give

details of background air quality

levels with predicted values based

on dispersion models taking into

account the increased traffic

generation as a result of the

proposed constructions)

There will be increase in intensity of land use

in the existing area, which may result in the

creation of heat islands. DG sets are

deployed for the project, which will result in

the increase in atmospheric concentration

of gases.

Impact:

Urban Heat island effect due to increase in

the paved areas (Roof +& Non Roof).

Emissions due to traffic load

An emission due to DG sets

Mitigation measures:

Heat Island Effect: Roof

The roofs will be covered with solar panels

which will reduce the exposed roof area.

The other exposed roof will be covered

with white china mosaic tiles/green roof to

reduce the heat gains inside the building.

Heat Island Effect: Non-roof:

Hard paving onsite has been reduced to

the best possible extent.

About 10% of the area will be under

greenbelt, which will mitigate heat island



effect.

Fugitive dust emissions:

Sources:

Construction activities.

Vehicular movement.

Road construction.

Paved and unpaved area emissions.

Mitigation:

Screening the construction site with the

help of tarpaulin to contain the emissions

within the site.

Water spraying on the haul roads.

Storage of construction material and

waste at earmarked places and well

covered.

Impact due to traffic emissions:

The impact of vehicular emissions varies with

rate of movement of vehicles, atmospheric

conditions and stability classes.

Mitigation:

About 7280.52 sq. m. area will be under

landscape.

The vehicles will be PUC certified.

Reduced vehicular speed will also avoid

the air borne fugitive emission on the

unpaved areas.

5.2 What are the impacts on

generation of dust, smoke, odorous

fumes or other hazardous gases?

Give details in relation to all the

meteorological parameters

The impacts of dust and gaseous pollutants

due to different construction activities will be

localized and will not affect the surrounding

environment. All necessary measures will be

taken.

Water spraying at dust generation sources

All transportation vehicles will be suitably

covered to prevent dust dispersion from the

trucks, and overloading of the vehicles will

be avoided and must be PUC certified

vehicle.

Plantation is proposed to be taken up

along the boundary of the project site to

the extent possible.

Eco-friendly D.G. Sets will be installed to



maintain the emission within the norms etc.

The D.G. sets will be provided with

adequate safe stack height to regulate the

emission within the permissible norms.

Low sulphur content fuel (HSD: sulphur

content: 0.05%) will be used which will help

to contain the emissions within the

permissible range.

5.3 Will the proposal create shortage of

parking space for vehicles? Furnish

details of the present level of

transport infrastructure and

measures proposed for

improvement including the traffic

management at the entry & exit to

the project site.

Adequate provision will be kept for parking

at the proposed project. Sufficient planning

is being done so that transport system is

organized by following the good traffic

management techniques.

Proposed parking area – 1,42,472.48 Sq. Mts.

No. of Vehicles – 3600 four wheelers & 2000

Two wheelers.

Following measures will be adopted for

smooth traffic movements:

Provisions of fully internalized parking

including the parking facilities for the

visitors.

Guided traffic ways within the project site.

Speed humps will be installed for speed

restrictions inside the project area.

5.4 Provide details of the movement

patterns with internal roads, bicycle

tracks, pedestrian pathways,

footpaths etc., with areas under

each category.

The movement pattern inside the project

area will be guided traffic ways. There will

not be any separate bicycle tracks or

pedestrian pathways on the periphery

(driveway).

5.5 Will there be significant increase in

traffic noise & vibrations? Give

details of the sources and the

measures proposed for mitigation

of the above.

There is no significant increase in noise and

vibration. The noise and vibrations level will

be well within the norms. Speed of the

vehicles will be limited to 15-20 Km/hr to

minimize noise and vibration.

The following measures will be adopted to

reduce the noise:

Trees with heavy foliage will be planted at

the periphery so as to restrict the noise

levels within the permissible norms.

Both entry and exit are manned with

trained and efficient security.



Road markings, Stop lines, parking lanes are

painted to guide the internal road user.

Separate entry/exit is provided such that it

enables the smooth movement of the

vehicles.

5.6 What will be the impact of DG sets

& other equipment on noise levels

& vibration in & ambient air quality

around the project site? Provide

details.

Construction Phase:

The noise level due to construction activity

and in operational phase will be localized to

the source. During the construction phase,

noise will be generated from the

construction equipment’s and the operation of DG sets.

Fugitive emissions generated from various

construction activities will be contained by

screening the site by tarpaulin.

The noise level due to construction activity

and in operational phase will be localized.

Post Construction phase:

The important source of pollution during post

construction phase will be emissions from

D.G. sets used in case of power cuts or failure

(for complete power back up).

The DG sets will be housed in an inbuilt

acoustic enclosure for maximum noise

attenuation.

The DG sets deployed will be EPA/ CPCB

certified for the permissible standards of

noise & vibrations.



6. AESTHETICS

S.No. ITEM DETAILS

6.1 Will the proposed constructions in

any way result in the obstruction of

a view, scenic amenity or

landscapes? Are these

considerations taken into account

by the proponents?

The proposed project will not in any way

obstruct any view, scenic amenity or

landscapes. In fact it increases aesthetics of

the area due to large scale green belt

development

6.2 Will there be any adverse impacts

from new constructions on the

existing structures? What are the

considerations taken into account?

No, there will be no impact on existing

infrastructure due to the construction

activities.

6.3 Whether there are any local

considerations of urban form &

urban design influencing the design

criteria? They may be explicitly spelt

out.

The layout plan is on the basis of

development rules prescribed by GHMC.

6.4 Are there any anthropological or

archaeological sites or artefacts

nearby? State if any other

significant features in the vicinity of

the proposed site have been

considered.

None

7. SOCIO-ECONOMIC ASPECTS

S.No. ITEM DETAILS

7.1 Will the proposal result in any

changes to the demographic

structure of local population?

Provide the details.

No such changes envisaged

7.2 Give details of the existing social

infrastructure around the proposed

project.

The proposed project is conveniently

located close to LIngampally Railway Station

at 4.0 Km, while Kondapur Bus depot at 2.0

km distance. As the unit is located in city

area hence required infrastructures is

located nearby the project site. Other basic

infrastructural amenities like safe drinking

water, electricity, market, and medical

services are available around the proposed

project.



7.3 Will the project cause adverse

effects on local communities,

disturbance to sacred sites or other

cultural values? What are the

safeguards proposed?

No, Project is not likely to have any adverse

effect on local population; rather the local

population will get benefit arising due the

proposed project.

8. BUILDING MATERIALS

S.No. ITEM DETAILS

8.1 May involve the use of building

materials with high-embodied

energy. Are the construction

materials produced with energy

efficient processes? (Give details of

energy conservation measures in

the selection of building materials

and their energy efficiency)

The basic materials used will be cement,

steel, bricks, stones, ready mix concrete,

sand, gypsum, plywood, hard wood,

aluminum, glass, etc.

Low energy embodied materials will be

given preference.

Energy efficient construction materials

such as Gypsum Plaster Concrete, Sand

Aggregate, Fly Ash Cement, will be used

to achieve the desired primary energy

efficiency.

Ready Mix concrete will be used for

construction of RCC structures. M-sand will

be used as an alternative to river sand

and the building blocks will be solid

cement blocks that are energy efficient

and work efficient compared to baked

bricks.

Ensuring that the building materials and

products have low energy embodied

energy.

Minimizing the transport of temporary

structures, scaffolding, formwork,

consumables and building product to the

construction site.

Minimizing overall waste and the transport

of waste from site.

Use of energy efficient lighting.

Ensuring idle construction equipment is

throttled down or switched off

All the items to be used in the project are as

per the National Building Code-2005 and

ECBC.



8.2 Transport and handling of materials

during construction may result in

pollution, noise & public nuisance.

What measures are taken to

minimize the impacts?

During the construction phase, the following

measures will be taken to prevent pollution.

Top soil excavated during construction

activities will be stored for use in

horticulture/landscape development

within the project site to the possible

extent

Covering of the construction site from all

four sides to a substantial height to

prevent dust emissions and other

pollutants into surrounding area.

Covering loads to limit materials or litter

blowing off and reducing smells.

Ready mix concrete will be used for

concreting. This avoids cement and

aggregate handling fugitive emissions and

noises.

Noise machines will be preferred after

10.00 am. Loading and unloading will be

done with low height.

Unloading of construction material will not

be done during night

Water spraying to prevent dust pollution

from different sources of construction.

Speed restriction of all the vehicles

approaching the site and within the site.

All transportation vehicles will be suitably

covered with tarpaulin & overloading of

the vehicles will be avoided and must be

pollution checked vehicle.

Heavy earth working will be avoided

during night.

8.3 Are recycled materials used in

roads and structures? State the

extent of savings achieved?

The excavated soil will be used for backfilling

as well as for creating landscaped areas.

8.4 Give details of the methods of

collection, segregation & disposal

of the garbage generated during

the operation phases of the

project.

The estimated quantity of garbage will be

around 4900 kg/day of. It is proposed to

segregate the wastes and will be given to

GHMC waste collection center for disposal

to municipal solid waste management

facilities



9. ENERGY CONSERVATION

S.No. ITEM DETAILS

9.1 Give details of the power

requirements, source of supply,

backup source etc. What is the

energy consumption assumed per

square foot of built-up area? How

have you tried to minimize energy

consumption?

The source of the Power is from TSCPDL.

Power requirement: 11195 KVA

Backup power: 6 x 500 KVA DG sets for

emergency during power failure.

Energy saving measures proposed to

minimize energy consumption is as follows.

1) Use of energy saving methods in AC

cooling and lift (V3F) in place of

conventional methods

2) Corridors, walkways and staircases

have been provided with natural lighting to

the maximum extent possible

3) Use of Compact fluorescent lamps (CFL)

& low voltage lighting.

9.2 What type of, and capacity of,

power back-up to you plan to

provide?

6x 500 KVA DG sets will be used as backup

power for emergency during power failure.

APFC panel will switch the above loads onto

DG supply within 10 – 12 seconds. In case of

repair/ maintenance or operational difficulty

with any DG set, DG sets will be manually

interchangeable to cater only to the critical

loads. HSD requirement will be 300 Litres.

9.3 What are the characteristics of the

glass you plan to use? Provide

specifications of its characteristics

related to both short wave and

long wave radiation?

The type of glass proposed to be used will be

plain glass with have low conductance and

high insulation properties so that heat ingress

into the inside of the building will be

minimized. This will help to reduce the heat

gain in the building.

9.4 What passive solar architectural

features are being used in the

building? Illustrate the applications

made in the proposed project.

Passive solar cooling is incorporated in the

building design. Buildings are suitably

oriented for ensuring natural ventilation and

day lighting.

Building design and envelope may be

optimized through selection of appropriate

wall and roof construction and through

adoption of solar passive measures after

studying the sun path analysis to provide

shading devices for windows and roof which

would reduce energy demand.



9.5 Does the layout of streets &

buildings maximise the potential for

solar energy devices? Have you

considered the use of street

lighting, emergency lighting and

solar hot water systems for use in

the building complex? Substantiate

with details.

Solar power facilities shall be used for

external lightning.

Paving onsite (open area surrounding

building premises) is reduced to the extent

possible to minimize the imperviousness of

the site and shade will be provided on hard

paved surfaces to minimize heat island

effect.

Passive solar cooling will be incorporated in

the building design. Building will suitably

orient for ensuring natural ventilation and

day lighting.

Solar panels will be used for the common

area lighting load.

9.6 Is shading effectively used to

reduce cooling/heating loads?

What principles have been used to

maximize the shading of Walls on

the East and the West and the

Roof? How much energy saving

has been effected?

Walls.

East and West Elevations.

Walls that face the east and west will be well

insulated as possible, to prevent summer

heat gain from the low morning and evening

sun.

Roof:

Brickbats will be placed on the flat roof to

give a slope and then grouting the same

with cement mortar admixed with some

water proofing compounds.

9.7 Do the structures use energy-

efficient space conditioning,

lighting and mechanical systems?

Provide technical details. Provide

details of the transformers and

motor efficiencies, lighting intensity

and air-conditioning load

assumptions? Are you using CFC

and HCFC free chillers? Provide

specifications.

Automatic power factor compensating

multiple capacitor units are provided for

maintaining of average power factor of

0.99 to have effective savings in energy

cost. All capacitors are provided with

Harmonic Filters to avoid distortion in

Voltage i.e. Clean Power is available to

building.

An APFC relay based on thyristerised

switching is proposed to effect the power

factor correction /improvement within a

few cycles of deviation from the setting &

also to reduce inrush currents.

All cables shall be derated to avoid

heating during use. This also indirectly

reduces losses and improves reliability.



Lighting System:

The recommended illumination levels (in

Lux) as per the National Building Code of

India (2005) will be applied

9.8 What are the likely effects of the

building activity in altering the

micro-climates? Provide a self-

assessment on the likely impacts of

the proposed construction on

creation of heat island & inversion

effects?

Heat emission from the project can be from

the following sources:

Heat absorbed and radiated from the

paved and concrete structures.

Increased population for a particular

stretch of land.

Any building activity would alter the

microclimate of a site and it is inevitable that

wind patterns and thermal gain patterns on

a site would be changed. But the proposed

building has been carefully designed to

modify the microclimate so as to improve

overall thermal comfort and reduce energy

consumption.

Shade giving trees are planted near the east

and west side which affect the microclimate

and provide cooling effect in summers.

9.9 What are the thermal

characteristics of the building

envelope? (a) roof; (b) external

walls; and (c) fenestration? Give

details of the material used and the

U-values or the R values of the

individual components.

The building materials will be selected with

characteristics that limit heat ingress into the

inside of the building will be minimized.

U value

(W/m2-°C)

R value

(m2-°C/W)

Roof 0.261 3.5

Wall 0.352 2.35 Source: ECBC CODE 2005

9.10 What precautions & safety

measures are proposed against fire

hazards? Furnish details of

emergency plans.

Essential fire safety measures will be installed

into the building to ensure the safety of the

occupants within the building in the event of

fire or other emergency.

The entire building will be designed as per

NBC-2005 of India pertaining to fire hazards.

Safety measures:-

Proper fire exits and exit signs in case of

any emergency will be made available.

Fire extinguishers of appropriate type will

be placed on a readily accessible place

and will be maintained accordingly.



9.11 If you are using glass as wall

material provides details and

specifications including emissivity

and thermal characteristics.

The type of glass proposed used have low

conductance and high insulation properties

so that heat ingress into the inside of the

building will be minimized. This will reduce the

air conditioning load.

9.12 What is the rate of air infiltration into

the building? Provide details of how

you are mitigating the effects of

infiltration.

The design is based on maintaining positive

pressure in the conditioned areas. As such

there shall be no outdoor air filtration into the

conditioned areas. However measured

amount of outdoor air will be introduced in

the HVAC system to maintain “INDOOR AIR QUALITY” as per international standards.

9.13 To what extent the non-

conventional energy technologies

are utilized in the overall energy

consumption? Provide details of the

renewable energy technologies

used.

The solar energy will be utilized efficiently for

Solar light for external lighting.

10. Environment Management Plan

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

item wise activity to be undertaken during the construction, operation and the entire

life cycle to minimize adverse environmental impacts as a result of the activities of the

project. It would also delineate the environmental monitoring plan for compliance of

various environmental regulations. It will state the steps to be taken in case of

emergency such as accidents at the site including fire. A total of Rs. 1.5 Crore is

allocated for implementation of EMP

RESIDENTIAL COMPLEX – PHASE II SMR BUILDERS PVT LTD, Sy.No 113 to 119,121&126, Kondapur (V), Seri lingampally (M),Rangareddy(D), Telangana State.

Pridhvi Envirotech (P) Ltd Page 1

EXCUTIVE SUMMARY

M/s. SMR Builders (P) Limited is one of the leading construction group

is in existence over 2 decades. It has executed several residential and

commercial complexes in Hyderabad and Bangalore.

M/S SMR Builders proposed to develop a residential project at Sy No.

113 to 119, 121 & 126 in Kondapur (V), Serilingampally (M), Ranga

Reddy (D) and obtained TOR vide File No. F.No.21-54/2015-IA. III dated

18.06.2015. As there are changes from the original plan, this application

is made for amendment of previous TOR

Following changes are proposed from the previously approved TOR

S.NO DISCRIPTION PREVIOUS PROPOSED

1 Total area of the plot 47,825.36 Square

meters

47,825.36 Square

meters( No change)

2 Total Built up area

including parking

3,95,849.3 Square meters

5,21,969.53

Square meters

3 Number of blocks 7 Blocks 7 Blocks (No

Change)

4 Total No. of flats 1699 1956

As the total area proposed to be developed is more than 1, 50,000

Square Meters, as per the EIA notification 2006, this comes under B1

category. Now this application is submitted for TOR approval for the

changes in the project for conducting necessary EIA Studies for

clearance of the project.



1. 0 ABOUT PROMOTERS

Over the years SMR Holdings' flagship company SMR Builders Pvt. Ltd.

has perfected the art of building dreams. A pioneer and expert in the

construction of residential/housing projects, it takes pride in its project

management and quality control expertise. The quality control team

ensures topnotch quality while the project management team makes

sure schedules are met and promises kept.

The company has always created wonderful homes, excellent shopping

complexes and functional office spaces. Breathtaking landscaped

gardens, awe inspiring elevations and Vaastu compliant interiors make

every venture an architectural marvel.

SMR Holdings has been developed 7.5 million sq.ft. of commercial and

residential spaces. Further 4.5 million sq.ft. of premium living spaces

across Bangalore and Hyderabad is on its way. First SMR Holdings has

always set benchmarks and will now raise the bar in providing quality

construction

Some of the prestigious projects executed by SMR Builders are

Hyderabad Projects

SMR VINAY PRANGAN

Residential Apartments Madhapur

SMR VINAY ACROPOLIS

Residential Apartments Madhapur

SMR VINAY METROPOLIS Residential Apartments

Miyapur

SMR SRUJANA Residential Apartments

Sanjiva Reddy Nagar

http://www.smrholdings.in/En/I_overview.aspx

http://www.smrholdings.in/En/I_Milestones.aspx









SMR VINAY VISION

Residential Apartments

West Marredpally

SMR ARCADE

Shopping/Offices/Residences

Chikkadpally

EXCELLENCY APARTMENTS Residential Apartments

Malakpet

PRUTHVI MANSIONS Residential Apartments

Domalguda

SMR SARTAJ PLAZA

Commercial cum Residential Complex Sikh Road

SMR EMPIRE

Residential Complex West Marredpally

SMR RAM RESIDENCY Residential Apartments

West Marredpally

SMR HABITAT Residential Apartments

West Marredpally

DAYASHANKAR'S SMR SQUARE

Residential Apartments New Boiguda

SMR SOWMYA

Residential Apartments West Marredpally

Bangalore Projects

SMR VINAY REGENCY Commercial & Residential Apartments

Horamavu Ring Road

SMR VINAY ESTATES Commercial Complex

Horamavu Ring Road

SMR CASTLE Residential Apartments

Dhodda Banaswadi

SMR VINAY CASCADES Residential Apartments

Bangalore

SMR HEIGHTS

Residential Apartments Dr.C.V.Raman Road

SMR HERITAGE

Residential Apartments Thippasandra

SMR VINAY HARMONY

Residential Apartments Banaswadi, Main Road

SMR VINAY SAPPHIRE

Residential Apartments Banaswadi, Main Road





































SMR VINAY VATIKA

Residential Apartments

Maruthi Seva Nagar

The Vision and Mission of SMR Builders

Vision, Mission & Values

Vision

To deliver high value and good quality construction coupled with on time delivery schedules. Qualified professionals and self directed teams work relentlessly towards elevating customer satisfaction levels.

Mission

To retain its position as one of the leading construction houses in South India by continuously innovating and constructing quality eco-friendly

structures.

Values

At First SMR Holdings every customer is valued and every effort is

directed to deliver beyond all expectations. Fulfilling promises, providing affordable housing solutions, delivering honest results and transparency

have always been the company’s prime strengths. The company also takes up a number of social service and community building activities.




2. 0 ABOUT THE PROJECT

2.1 SALIENT FEATURES OF THE PROJECT

M/S SMR Builders acquired a semi developed site with an area of 86,401

Square meters of land at Sy. NO. 113 to 119, 121 & 126 in Kondapur

(V), Serilingampally (M), RR District, Telangana.

M/S SMR Builders proposed to develop a residential project at Sy No.

113 to 119, 121 & 126 in Kondapur (V), Serilingampally (M), Ranga

Reddy(D) and obtained TOR vide File No. F.No.21-54/2015-IA. III

dated 18.06.2015. As there are changes from the original plan, this

application is made for amendment of previous TOR

TABLE 2.1 PROJECT AT A GLANCE

Feature Details

Total Area of development in Phase II 47,825.36 Square meters

Total Project cost Rs. 525 Crores

Total No.of flats 1956 Flats

Total Built up area including parking 5,21,969.53 Square meters

Location Sy. No. 113 to 119, 121 & 126,

Kondapur (V), Serilingampally(M),

RR District, Telangana

Longitude 170 28’ 02.3” N & 170 28’ 13.8” N

Latitude 780 20’ 0.6” E & 780 20’ 14.0” E

Distance from Nearest Air Port Shamshabad Airport – 40

kms

Distance from Nearest Village Part of Kondapur Village

Total water requirement 1352.0KLD

Source of water 70% from HMWS & SB & Bore well and 30% recycled

Total Area for greenbelt 7280.52 Sq.mts

Total investment for environmental Infrastructure and Green belt

development

Rs 1.5 Crores



2.2 ABOUT THE SITE

2.2.1 LOCATION DETAILS:

Features of the site:

The area comes under residential zone as per the Master Plan of HMDA

GO MS NO. 288, MA dated 03.04.2008. Copy of the certificate confirming

the same is enclosed at Annexure I

The site is adjacent to Hitech city to Atapur road. The geographical co-

ordinates of Residential complex are between 170 28’ 02.3” & 170 28’

13.8” N latitude and 780 20’ 0.6” E & 780 20’ 14.0” longitude. Mean

Elevation above MSL is varying between 573 meters to 580 Meters

2.2.2. Accessibility & Existing Road network

The proposed site is in Sy. No. 113 to 119, 121 & 126, in Kondapur (V),

Serilingampally (M), RR District, state of Telangana The Site is

connected to Old Mumbai Highway (36 Meters Road) in the Western side

at a distance of 0.21 KM and Kothapeta – Gachibouli Road in Eastern

side. The site is adjacent to Majid Banda Road which is currently 24

Meters Road but expanding to 36 Meters Road.

2.2.3 .Topography & Surrounding features of the site

The Land is undulated area with elevation difference of about 7 meters.

Following are the surrounding features of the proposed site

South Direction - State Bank Institute of Rural Development premises

North Direction - Sudarsan Nagar (Residential Colony)

Eastern Direction - Neighbor’s Vacant Residential plots

Western Direction – Sudarshan Nagar (Residential Colony

Topo sheet of the area is given at Figure 2.1. Base map of the Area is

given at Figure 2.2, photographs of the site are given at Figure 2.3

and Location map is given at Figure 2.4



2.2.4. Water Bodies & other features of the site and 10 KM radius

The major surface water bodies within the 10 kms radius are Osman

Sagar at about 8.4 KM in the upstream of the site in the South Western

Direction, Durgam Cheruvu is at about 8.0 KM in the North Eastern

direction of the site.

Kothaguda RF is at about 2.3 KM from the proposed site in the North

Eastern direction

2.2.5 Ecologically sensitive Areas

Kasu Brahmananda Reddy National Part is at about 9.6 KM from the site.

However no eco sensitive zone was declared around the Park and no

restrictions are in place on developmental activities

The Salient features of site and surroundings are given in the table

below

TABLE 2.1: SALIENT FEATURES OF PROJECT SITE

Village

Mandal

District

Kondapur

Seri Lingampally

Ranga Reddy

Longitude 170 28’ 02.3” N & 170 28’ 13.8”

Latitude 780 20’ 0.6” E & 780 20’ 14.0”

Ambient Temperature Minimum 100 C

Maximum 430C

Humidity 55 – 65 %

Rainfall 800 – 1100 mm per Annum

Climate Tropical & Semi-Arid

Type of soil Hard Morum soil with outcraps

Distance from Urban area Within the urban area

Distance from nearest Air

Port

Shamshabad Airport – 40 kms



Distance from nearest

village

Part of Kondapur Village

Distance from nearest

surface water source

Osman sagar – 8.4 kms

upstream

Reserve Forest Kottaguda RF – 2.3 kms

Any historical monuments

within 10 KM radius

None

Any ecologically sensitive

areas within 10 KM radius

Kasu Bhramananda Reddy

National Park - 9.6 kms

Topography Plain and land locked



FIGURE NO: 2.1 – TOPO SHEET OF THE AREA – 10 KM RADIUS



Figure 2.2 Base Map of the Area



Figure 2.3 Site photographs





FIGURE 2.4

LOCATION MAP OF THE SITE



3.0 Conceptual Plan

3.1 Total Plot Area

SMR Builders acquired a total of 21.35 Acres of land in residential zone.

After leaving area for Road widening of t he adjacent road from current

24 Meters to 36 Meters, the site is proposed to be developed in two

phases. In the first phase 37,989.59 Square meters are proposed to be

developed for which an application for getting Environmental Clearance

is already filed. In the second phase it is proposed to develop rest.

Below table gives overall area statement of the site

Table 3.1

Overall Area statement of the plot

S.No Land use Area in Square Meters

1 Total Plot area 86,401.00

2 Area affected for road widening

1,192.76

3 Net Area available for

development

85,208.24

4. Net area proposed to be

developed in 1st Phase ( EC application is under

process in MOEF)

37,989.59

5 Net area proposed to be

developed in Phase II

47,825.36

3.2 Development plan for Phase II:

This application is made for environmental clearance for the

development plan in Phase II activities. It is proposed to develop 7

residential blocks, and Amenities block. Total green belt area proposed

in this phase is 7280.52 Square Meters which is about 15.20 % of total

area which almost more than the statutory requirement in the State of



Telangana. Overall area statement of plot in Phase II is presented in

the Table 3.2 below

Table 3.2 Development Plan of the Phase II

S.NO Land Use Plinth Area in square meters

1 Residential block

( Plinth Area)

13252.03

2 Amenities 2510.26

3 Utilities 1920.44

4 Green belt 7280.52

5 Roads 10438.39

6 Vacant Areas (Set backs & other vacant space)

12123.72

Total area 47,825.36

3.3 Details of Residential Blocks & Flats:

It is proposed to develop 7 Residential blocks and amenities as detailed

below

TABLE 3.3 – NUMBER OF FLOORS AND AREA

S.

No

Block Details No. of Floors Area

(Sq.Mts)

1 Block-I A 25 44094.24

2 Block-I B 20 40245.6

3 Block-II A 25 33281.25

4 Block-II B 20 25656.80

5 Block-III 28 39226.6

6 Block - IV 28 96701.36

7 Block - V 40 80291.2

Total Main

Block

3,59,497.05

8 Amenities Blocks 9 20000.0

Total 3,79,497.05



Below Table gives block wise flats details proposed in Phase II

Table 3.4

Block wise Flats

Sl Description Block

IA Block

IB Block-

IIA Block IIB

Block - III

Block IV

Block - V

Total

1 No of floors 25 20 25 20 28 28 40

2

No of 2 BHK

flats

150 60 125 40 56 84 -- 515

3 No of 3 BHK flats

100 160 100 80 140 308 -- 888

4 No of 4 BHK flats

25 20 -- 20 28 28 80 201

5

No of 5BHK

flats

-- -- -- -- -- 112 240 352

Total 2BHK,

3 BHK ,4 BHK ,5 BHK

Flats

1956

3.4 PARKING AREA:

The total area allocated for parking is 1, 42,472.48 Sq.Mts, which can

accommodate 3600 four wheelers and 2000 two wheelers. The total

parking area is being proposed in the proposed project is given below.

TABLE 3.5 – PARKING SPACE PROVISION

BASMENT – 1

SQ.MTS

BASMENT – 2

SQ.MTS

BASMENT – 3

SQ.MTS

BLOCK I 10184.58 10184.58 10519.62

BLOCK II 8774.68 8774.68 9065.25

BLOCK III 4544.98 4544.98 4702.12

BLOCK IV 11688.48 11688.48 12070.95

BLOCK V 9620.62 9620.62 9937.87

Amenities Block

2183.33 2183.33 2183.33

TOTAL 46996.67 46996.37 48479.14

The conceptual Plan for the Phase II is given at Annexure II



3.5 ROADS & SET BACKS

As it is seven blocks of residential complex with amenities block and

parking area is provided in cellars, direct paved road from gate to cellar

areas would be provided. 12 Meter internal peripheral road is proposed

in the development of the site. Set backs as per the Building Norms in

the state would be left as detailed in the below table for free

movement of fire tender which is more than the Telangana state Fire

services directorate guidelines.

Table 3.6

Setbacks for the blocks Norms Vs Actual Proposed

S.No Block Height of

block In meters

Set back as

per Building

Norm in Meters

Set Back

proposed in Meters

1 Block IA 77.0 18.5 18.5

2 Block IB 62.0 17.0 18.5

3 Block IIA 77.0 18.5 18.5

4 Block IIB 62.0 17.0 18.5

5 Block III 86.0 19.5 19.5

6 Block IV 86.0 19.5 19.5

7 Block V 122.0 23.0 23.0

8 Amenities

Block

30.0 10.0 10.0

3.6 STORM WATER DRAINS:

All along the block of the housing complex, storm water drains would

be provided to collect water during rains. They would adequately sized

to prevent over flooding of the site. Storm water collection sump is

proposed before discharging to municipal sewers.



4.0 RESOURCE REQUIREMENTS

4.1 WATER REQUIREMENT:

As per National Building Code, 2005 (NBC), water requirement for

occupants is 135 litres/day/ person and for visitors the requirement is

15 litres/day/person. The total population likely to be accommodated

would be around 9800 people. Another 20 people would be there like

security and other support staff. Thus total water requirement for

inmates is estimated at 1320 KLD. Quantity estimated for guests and

visitors is estimated at another 10 KLD. Considering washings of floors

and other requirement, a total requirement is estimated at 1330 KLD.

Out of this, it is estimated that 440 KLD of water would be required for

toilet flushing’s and rest for other uses. Also it is estimated that about

22.0 KLD of water is required for landscaping and plantation purposes.

Thus total water requirement would be 1352 KLD.

It is proposed to source water from HMWS & SB & Borewell and the

treated waste water would be recycled for toilet flashings and green

belt. Any additional treated waste is there, same will be connected to

municipal sewer.

The total sewage water generated is 1150 KLD. It is proposed to treat

the sewage in STP of capacity of 1300 KLD. The treated waste water is

used for Flushing & gardening (462 KLD). Rest of the 688 KLD of

treated water would be send to municipal sewer. Thus the total fresh

water requirement during occupational stage is would be 890 KLD as

detailed below



TABLE 2.6 – WATER REQUIREMENT

S.N

o

Stream Quantity

(KLD)

Fresh/

Recycled

Waste

water generated

in KLD

Method of

treatment

1 Domestic

Water

890.0 Fresh 710.0 STP

2 Toilet Flushing water

440.0 Recycled 440.0 STP

3 Gardening 22.0 Recycled - -

Losses 202.0

Total 1352.0 1352.0

4.2 POWER REQUIREMENT:

The power requirement for the proposed project is estimated as

11195 KVA which will be sourced from the TSCPDL

4.3 BACK-UP POWER DETAILS:

It is proposed to provide emergency power back up for lifts, water

pumping and common area lighting with two DG sets of 6 X 500

KVA capacities.

4.4 FUEL REQUIREMENT:

The fuel requirement for 6 x 500 KVA is 900 Liters/day for 8 hours

operation of DG sets due to power outage. The fuel used in DG sets is

High Speed Diesel (HSD).

4.5 MAN POWER REQUIREMENT:

The maximum man power required for the development of proposed

project during construction phase is 100 persons. And during

occupational phase it would be around 20 people



5.0 POLLUTION SOURCES – CHARACTERISTICS &

QUANTIFICATION

5.1 POLLUTION SOURCES

Pollutants generated due to project activities during both the

construction and operation phase are solid, liquid and gaseous in

nature. Also the generation of pollution could be continuous, periodic or

accidental. Sources of pollutants and their characteristics during the

construction and operation phase are given below in Table 5.1.

TABLE 5.1: POLLUTANT SOURCES AND CHARACTERISTICS

S.

No

Activity/Area Pollutant Pollutant

Characteristics

Frequency

CONSTRUCTION PHASE

1. Ground

working and leveling

Air emissions

– PM, NOx, SO2, CO

Dust from

construction activities and

excavation. Particulate

matter, NOx and CO from

vehicle exhaust

Temporary

during construction

phase only- bulk of the

emissions are expected from

ground working and leveling

activities.

Earth / solid waste

Solid waste from

construction activity and

excavation.

Periodic.

Noise Noise generated

from

construction equipment and

Machinery

Temporary

during initial

construction phase

2. Labour Camps Sewage Sewage

generated from temporary labor

Temporary –

during the initial



S.

No


Characteristics

Frequency

camps on site construction phase

Solid Waste Solid Waste

generated from temporary

labour camps on

site

Temporary –

during the initial

construction

phase

OPERATION PHASE

1. Vehicular movement

Air emissions and noise

Vehicle exhaust emissions

Continuous / Periodic

2. Diesel power

generators

Air emissions SO2, NOx, SPM,

CO from fuel burning

Periodic, only

during power failure

Noise Noise due to running of

equipment

Periodic

Waste Used Oil Generation

Periodic, during oil changes

3. Residential Wastewater Wastewater containing

food matter

Continuous / Periodic

Domestic Solid waste

Garbage / Food waste

Continuous

4. Raw water treatment

Wastewater Backwash water discharge

Continuous

Solid waste Sludge from

coagulation process

Continuous

5. S.T.P Solid waste Settled and stabilized sludge

Continuous

Treated

water

Treated sewage

water used for

Greenbelt

Continuous

6. Diesel Storage Solid waste Settled sludge

during tank

cleaning

Occasional

Oil Oil spillage –

Accidental large spills due to

pipe rupture Oil Spillage -

Small quantities

Accidental /

Only due to poor

housekeeping



S.

No


Characteristics

Frequency

due to small pipe leaks

7. Maintenance /

housekeeping

Wastewater Floor washing Continuous

Solid waste Used equipment parts and

garden wastes

Continuous

8. Vehicle Parking

Area

Oil Spills Minor oil leaks

in parking lot

Continuous –

small Quantities

9. Storm water

drains

Wastewater Contamination

discharge from site – Mainly

suspended solids

During rainy

season

5.2 AIR EMISSION SOURCES

Air emissions have no boundaries and can migrate between areas

depending upon the wind direction and speed.

5.2.1 PREDICTED AIR EMISSIONS FROM THE SITE

CONSTRUCTION PHASE

During the construction phase, PM is expected to be the main pollutant

associated with on-site roads (paved and unpaved), stockpiles and

material handling. In this case, pollution emission sources shall be

distributed throughout the project site and shall fall under the category

of area source. The land acquired is fairly flat, so extensive formation

work is not expected during this phase. It is assumed that most of the

excavated material shall be used within the project, with minimal cut

and fill material to come from outside the site.

Due to the confined nature of heavy construction activity during this

limited period, tailpipe emissions from construction equipment are

assumed to be essentially negligible.



OPERATIONAL PHASE

During the operational phase, the diesel generator sets to be operated

for back-up power supply are the major source of air pollution. From

this point source, the following pollutants are expected;

PM, SO2, NOx and CO

Diesel Generator Set Fuel Combustion - Point Source

To serve as a emergency power back-up, 6 diesel generators of 500

KVA connected to individual stacks shall be installed. The diesel

generator sets are operated only during power failure thus conserving

fuel and reducing the pollution.

As a worst-case scenario, emissions were predicted assuming an

operation time of 24 hours. The emissions from the diesel generators

are provided in the following table:

TABLE 5.2 – DIESEL GENERATOR SET EMISSIONS

Capacit

y of DG

Set

No. of

DG Sets

Stack

Height

(m)

Diame

ter of Stack

(m)

Temp.

of exhaust

gases (0C)

Exit

velocity

(m/sec)

Pollutant

Emission rate (g/sec)

SPM SO2 NOx

500 KVA 6 5 mts 0.4 250 12.5 0.04 0.08 0.32

5.3 NOISE EMISSIONS SOURCES

The assessment of the impacts of noise on the surrounding community

depends upon:

Characteristics of noise source (instantaneous, intermittent, or

continuous in nature, with the latter contributing the least to

noise pollution);

Time of day at which noise occurs; and

Location of noise source with respect to noise sensitive receptor.



CONSTRUCTION PHASE

The description of construction activity as detailed in Section 4.2.1

(with regards to spatial phasing and type of sources) is also pertinent

to the noise emissions emitted in the construction phase. Sources of

noise emissions are expected from various types of construction

equipment.

General noise levels generated from the operation of equipment and

machinery are provided in Table 5.3 below:

TABLE 5.3: NOISE LEVELS GENERATED FROM CONSTRUCTION

EQUIPMENT

Name of the source

Noise Level at 16 m (50 ft)from Source

in dB (A)

Noise Level at 1 m from Source (calculated)in

dB(A)

Air Compressor 87 111

Back Hoe/Loader 81 105

Concrete Mixer Truck 85 109

Concrete Pumper 70 94

Concrete Vibrators 77 101

Cranes - mobile 81 105

Dump Truck 83 107

Generator Not Considered 75 (CPCB)

Hammering 86 110

Jackhammer 88 112

Pile Driver 100 124

Radial Arm Saw 80 104

Source:www.gvrd.bc.ca/education/pdf04/ColumbiaWorkshop1-

ConstructionNoise.pdf

The MoEF has not yet prescribed noise emission specifications for

construction equipment. However, the limited information available is

provided in Table 5.4.



TABLE 5.4 – NOISE LIMITS FOR APPLIANCES AND

CONSTRUCTION EQUIPMENT AT MANUFACTURING STAGE

Equipment Noise Limit dB

(A)

Window Air Conditioner(1ton -1.5

tons)

68

Air Coolers 60

Diesel Generators 85-90

Compactors (rollers), Front Loaders, Concrete Mixers, Cranes(movable),

Vibrators, and Saws

75

Source: http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf

OPERATIONAL PHASE

During the operational phase, the diesel power generators will be the

major source of noise.

Diesel Generator Sets

Noise Limit for Generator sets run with Diesel

Noise limit for diesel generator sets (6 X 500 KVA) manufactured on or

after the 1st January, 2005.

The maximum permissible sound pressure level for new diesel

generator (DG) sets with rated capacity 6 X 500 KVA, manufactured on

or after the 1st January, 2005 shall be 75 dB(A) at 1 meter from the

enclosure surface.

Noise control for diesel generator will be as follows:-

Noise from DG set shall be controlled by providing an acoustic

enclosure or by treating the room acoustically, at the users end.

The acoustic enclosure or acoustic treatment of the room shall be

designed for minimum 25 dB (A) insertion loss or for meeting the

ambient noise standards, whichever is on the higher side ( if the actual

ambient noise is on the higher side, it may not be possible to check the

performance of acoustic enclosure/ acoustic treatment. Under such

http://dpcc.delhigovt.nic.in/pdf/Pollution_Control_Law.pdf



circumstances the performance may be checked for noise reduction

upto actual ambient noise level, preferably, in the night time).The

measurement for Insertion Loss may be done at different points at 0.5

m from the acoustic enclosure/ room. The DG set shall be provided

with proper exhaust muffler with insertion loss of minimum 25 dB

(A).These limits shall be regulated by the State Pollution Control Boards

and the State Pollution Control Committees.

Source: www.cpcb.nic.in

5.4 WATER AND WASTEWATER MANAGEMENT

5.4.1 WATER REQUIREMENTS

Water requirement during the construction phase will be met from Bore

well water tankers. The required water during the operational phase will

be sourced from HMWS & SB. However, in the event of non availability

of water or for any excess requirement of water during the operational

phase, the proponents are proposing backup with the aid of rainwater

collection in the reservoirs which will be duly treated, water recycling

and water tankers (in case of water supply failure). It is also

emphasized that at any stage of the project, groundwater reserves

would not be exploited for the water requirement. The water

requirements during various phases of the project are discussed below:

A) CONSTRUCTION PHASE

The project implementation would involve various construction

activities. The following section summarizes the water requirement, its

sources and management of wastewater.

Site development:

Development of site for the proposed development involves excavation,

leveling of the ground surface and stock piling. However as the project

site is flat with no vegetation cover, the leveling activities would result

in very less water usage. Water requirement for any use at this stage

http://www.cpcb.nic.in/



would be provided from water tankers. Similarly, the generation of

domestic wastewater can be managed on site.

Construction of building infrastructure:

The construction of building infrastructure that includes residential and

other units, Offices, restaurants and multiplex would require water and

may generate waste water too. Water demand during construction

phase would be for:

Construction activities.

Domestic use.

Construction phase may last for a period of approximately two years in

order to complete the earthwork, foundation lying, superstructure

development, service provision and finishing. The water requirement

during construction phase would be around 200 KLD. The water

requirement is being met from the water tankers.

B) OPERATIONAL PHASE

Daily Water Requirement and Sources:

It has been mentioned before that the domestic water requirements will

be met from the Bore well & HMWS&SB Water supply scheme. The

water requirement for Flushing, Gardening, Landscaping and other

purposes would be met from duly treated recycled water. However, in

case of failure of HMWS&SB, water requirements are planned to be met

partly by ground water & through private tankers. Rain water will be

recharged to the ground to augment the water table in the area. Water

tankers will be used only in case of any emergency or failure of water

supply by HMWS & SB or insufficiency of the water reservoir.

Water conservation:

Water conservation is an important part of sustainable living and in

order to optimize the water requirement in the project, the developers

would incorporate the component of water conservation by means of



rainwater harvesting and water recycling using fixtures which are low

flow and water efficient models such as 3 litre capacity WC flushing

system, sensor operated urinals and taps to minimize the wastage of

water along with employee education and awareness programme and

selective use of dry type urinals. As per the approved plans from

GHMC, various mitigative measures shall be proposed to further

minimize the impacts.

Storm Water Management & Rain Water Harvesting Structures

It is proposed to channelizing the storm water by constructing water

drains leading to the storm water sump. In order to minimize the

surface runoff loss, groundwater recharging through groundwater

recharge pits at the project site has been planned. Appropriate design

considerations have been taken while designing the recharge pits.

5 .5 2 WASTEWATER QUANTIFICATION AND CHARACTERISTICS

The wastewater generation during construction and operational phase

is described below:


Waste water generation during construction period shall be from

construction labours and construction activities. Wastewater generation

due to construction activities would be very less. Since the project lies

in an urban stretch, preference would be given to the employment of

labours local to the area. This would result in settlement of less labour

colonies in the project site and hence less wastewater generation from

the transit labour settlements. Wastewater generation from labour

toilet shall not exceed 20 KLD. Temporary toilets are planned for labour

during construction phase and waste water would be disposed to

municipal drain




During this phase, it has been assumed that 80 % of the water supplied

will be discharged as wastewater (Source: Manual on sewerage and

sewage treatment, published by Government of India). Hence

approximately 225.0 m3 per day of domestic effluent would be

generated.

Wastewater generated is expected to have characteristics and pollution

load as shown in Table 5.5

TABLE 5.5

EXPECTED WASTEWATER CHARACTERISTICS AND POLLUTION

LOAD

Parameter Unit Concentration

Quantity KLD 1150

pH -- 6.5 – 8.5

Oil & Grease Mg/l 20

TSS Mg/l 200

BOD Mg/l 300

COD Mg/l 500

The wastewater with the foresaid characteristics can neither be

discharged into in land surface water nor reused. Suitable treatment

would be given to the wastewater so as to meet CPCB requirements

depending upon the end use. It is proposed to install a sewage

treatment plant of capacity 1300 KLD, to recover the recycled water of

quality suitable for use in flushing and gardening. A sewage treatment

plant of 1300 KLD capacity based on Fluidized Aerobic Bio-Reactor

(FAB) technology is proposed to treat 1150 KLD of sewage water

generated in the proposed project. After treatment the water will be

used for Flushing & Gardening.



The treated wastewater shall meet the standard required for discharge

on land for horticulture. Table 5.6 gives the comparison of the

standards that would be met by the treated wastewater and quality

norms prescribed for discharge on land by irrigation.

TABLE – 5.6: DISCHARGE NORMS FOR WASTE WATER

Parameters Quality

Norms Discharge On

land for irrigation

Quality

Norms for Discharge

in inland surface

water

Treated

standard For proposed

project

pH 5.5 – 9.0 5.5 – 9.0 6.5 to 8.5

Biological Oxygen

Demand (BOD3 at 27°C)

mg/l

100 30 <15

Chemical Oxygen Demand (COD)

mg/l

-- 250 <100

Suspended Solids 200 100 <30

Oil and Grease 10 10 <10

5.6 SOLID AND OTHER WASTES

Waste quantification and characterization exercise is being carried out

to estimate the quantum and type of waste that would be generated by

different activities due to proposed project during construction and

operation phase. The estimated quantity and quality of waste would

serve as a baseline for designing collection, transportation, treatment

and disposal options for solid waste generated due to proposed project.

5.6.1 WASTE SOURCES AND QUANTIFICATION

Description of solid and other wastes generated from the site during

construction and operation phases of the project is given in Table 5.7



TABLE 5.7: SOLID AND OTHER WASTES GENERATED

S.

No.

Activity/Area Waste

Generated

Waste

Characteristics

Frequency of

generation

CONSTRUCTION PHASE

1. Earth Working

and Construction

Construction

Wastes

Earth, Stones,

concrete, bricks, lumber etc.

Larger

quantities will be

generated in

construction phase.

2. Labour quarters

Domestic wastes

Mainly bio-degradable

wastes including food

wastes.

Temporary – during

construction phase.

OPERATIONAL PHASE

1. Residential

areas

Domestic

waste

Biodegradable

wastes (food waste) and non-

biodegradable wastes (paper,

plastics etc.)

Daily

2. Set back area sweepings dust, leaves etc. Daily

3. Utilities

including Power

generation

Waste from

oil

Waste oil Only during oil

changes – six monthly.

4. Sewage Treatment

Plant

STP Sludge Stabilized sludge – to be used as

manure for the landscaping.

Every week – after sludge

drying operation.

Waste quantification has been done based on the activities proposed in

the project master plan. The waste generation for each activity has

been estimated based on National and International standards

applicable in similar setting. The following section gives the details of

the type of waste generated by different activity, waste generation

factors and assumptions used for estimating waste generation.

Waste quantification and characterization exercise is being carried out

to estimate the quantum and type of waste that would be generated by



different activities due to the proposed project activity during the

construction and operation phase.

5.6.2 WASTE QUANTIFICATION


Construction activities create solid wastes that need to be disposed.

Such wastes include sand, concrete, gravel, stone, bricks, plastic,

paper, wood, metal and glass. According to a report prepared by the

Technology Information, Forecasting, and Assessment Council (TIFAC),

estimated waste generation during construction and demolition

operations is 60 kg/m2 and 500 kg/m2 respectively (TIFAC, 2001). This

waste after sorting can be used for backfilling in the basement and for

leveling purposes.


Waste quantification has been carried out based on the activities

proposed in the project master plan. Waste generation factors for each

activity are as per the National and International standards applicable

in similar setting. Following section outlines details of the type of waste

generated by different activities.

Residential waste: Domestic garbage is anticipated from the

residential complex. Total solid waste estimated @ 0.5 Kg/day per head

or person. Thus total garbage anticipated from the complex will be

4900 kg/day which is proposed to be disposed to municipal solid waste

disposal facility of MCH through local municipal authorities. About 100

Kgs/Day of solid waste anticipated from sewage treatment plant and

same will be used as manure.

Garden and open spaces: Waste from open spaces and garden

comprise of horticultural waste that will be generated by periodical lawn

mowing and trimming of trees. Horticulture waste generated is based

on the experience in other projects with similar setting. Assumed waste



generation factor for horticulture waste is 15 kg/acre / day or .0037 kg/

sq m /day. Table 5.8 gives detail of the estimated waste generation

TABLE 5.8 : ESTIMATED WASTE GENERATION FROM DIFFERENT

ACTIVITIES

Facilities Provided

Waste generation norms per unit

No. Of units/Area

Total Waste

Generated (Kg /day)

Residential area 0.5 kg/day/person 1956 flats 4900

Garden &

Open space

15 kg/Acre/day or

0.0037kg/sq m/day

7280.52 27.0

Kgs/day

Total Waste Generated (kg/day) 4927

Kgs/day Say 4950

Kgs

5.6.3 WASTE CHARACTERIZATION

Waste characterization for the proposed project has been carried out on

the basis of waste characterization studies in similar settings. The

following section details the estimated waste generation for proposed

project during construction and operation phases.


During the construction phase, a considerable quantum (90%) of waste

generated at the project site would be inert waste, which largely

comprising of clay, sand, gravel, untreated wood (natural wood, no

paint), brick, concrete, concrete block, asphalt, pipes, conduits and

light steel material. A major portion of this waste will be used for

backfilling the basement and other leveling purposes.

Table 5.9 gives an estimate of the average composition of waste that

shall be generated from the onsite construction activities.



TABLE 5.9 : WASTE COMPOSITION – CONSTRUCTION PHASE

S. No Constituents Percentage Composition

1. Soil, Sand and Gravel 34.99

2. Brick and Masonry 29.95

3. Concrete 24.98

4. Metal 4.97

5. Bitumen 2.04

6. Wood 2.04

7. Other 1.02

Total 100

Source: Derived from TIFAC Report “Utilization of Waste from

Construction Industry”, 2001


Waste generated during operational phase can be broadly subdivided

into following.

a) Biodegradable

b) Recyclable

c) Non recyclable(Inert)

Table 5.10 shows the estimated composition of waste generated in

proposed project during operation phase.

TABLE 5.10: ESTIMATED WASTE COMPOSITION

S. No Characteristics of

Waste

Units Percentage

Composition

Physical

Characteristics

1. Paper and paper board % 40

2. Glass /ceramics % 5

3. Metals % 3

4. Plastics % 11

5. Rubber and Leather % 1

6. Textile % 2

7. Wood % 1

8. Food waste % 18

9. Others (Garden and

Inert)

% 19

Total 100



5.7 OTHER STRESSORS LEADING TO ENVIRONMENTAL IMPACTS

5.7.1 Change in Landscape of the site: The landscape of the area

will change with the coming up of proposed project. The large vista,

interconnected lawns and open green areas will change the aesthetics

of the local area.

5.7.2 Stress on Road Network

As it is anticipated about 5000 vehicles are likely to be added to road

net work, there is possibility of stress on road network due to be

implementation of the project

5.7.3 Energy utilization & Conservation :

The total energy load requirement for the site is 11191.26 KVA. Out of

this Energy load for common areas, Lifts, Water Motors, ETP, Cellars &

Basements and Roads and garden area requirement is 167.85 KVA. It

is proposed to adopt the following energy saving measures to save

20% of total load

LED Lighting

Energy Efficient 5 star rated Motors for water and ETP

Energy Efficient 5 star rated Motors for Lifts

Solar lighting for roads and Garden area

Solar water heating system for blocks

Other measures of natural ventilation & Lighting

5.7.4 Safety and Emergency handling system

Elaborate fire fighting system which include fire hydrant system,

portable fire extinguishers, smoke detection & Alarm systems are

proposed for all the residential blocks and cellars. Adequate fire water

is maintained as per the norms prescribed. Adequate set backs are

planed for easy movement of fire fighting vehicles in case of

emergencies



6.0 IMPACT ASSESSMENT & MITIGATION MEASURES

6.1 IMPACT ASSESSMENT:

The potential impacts on the surrounding environment in the 10km

radial distance of proposed project site along with the mitigation

measures during construction and operational stages are summarized

in Table 6.1 and Table 6.2.

The construction phase is for a period of 24 months. Considering this to

be a relatively short period, all construction impacts can be considered

to be short term and temporary.

As for the operational phase, the project proponent shall ensure that

impacts are minimized and are within applicable/ specified limits by

TSPCB & CPCB by providing relevant pollution control equipment and/

or mitigation measures discussed in the following tables.



TABLE – 6.1 - CONSTRUCTION PHASE - POTENTIAL IMPACTS AND MITIGATION MEASURES

S.

No.

Environmenta

l components

Potential

impacts

Source of impacts Mitigation measures Remarks

1. Water

resources

Minor negative

& temporary impact on

surface & ground water

resources.

Water requirement

of 50 - 70 KLD for construction

activities

Judicious use of water;

minimization of water consumption by use of

high-pressure hoses for dust suppression

Water requirement

will be sourced from the outside water

tanker.

2. Surface water

quality

No impact Erosion and run-off

due to excavation/ construction

activities, especially in

monsoon season;

Discharge of waste water, construction

as well as domestic.

Avoiding excavation in

monsoon season; providing appropriate measures for

erosion and sediment control; providing adequate

sanitation facilities for

workers at site; avoiding discharge of untreated

wastewater in the area.

-

3. Ground water quality

No impact Construction activities

Storage area for fuels, paints, thinners, etc. to be

such so as to avoid chances

of spillage. No discharge to

ground water body.

-

4. Air quality Temporary negative impact

Construction equipment;

operation of DG

Carrying out construction activity in temporary

enclosures, where feasible;

-



S.

No.

Environmenta

l components

Potential

impacts


sets for construction power

requirement; vehicular traffic;

excavation; concreting; etc.

water sprinkling for dust suppression; regular

maintenance of construction equipment &

vehicles; use of fuel of proper quality; use of

state-of-the-art

construction equipment & methods

5. Noise Medium negative &

temporary

Various construction

activities; material and vehicular

movement

Use of low noise generating state-of-the-art

construction equipment and construction techniques;

providing personnel

protective equipment to workers; providing

temporary enclosure for DG set and other construction

activities, where feasible; avoiding construction work

in the night time

-



S.

No.

Environmenta

l components

Potential

impacts


6. Land

(i) Land use/ requirement

No impact The total plot area is 86,401 Sq. m.

No land conversion is required as land is a vacant

plot and is designated for Residential complex by

municipal corporation.

Site Premises is designated as

Residential area

(ii) Solid wastes &

land pollution

Temporary

minor negative

impact

Construction

material handling;

construction wastes handling and

disposal

Maintaining proper

inventory control for

reduced waste generation; substitution of hazardous

raw materials by non-hazardous materials, where

feasible; providing proper facility for storage and

handling of fuel oils; disposal of spent oils,

classified as hazardous waste by sale to authorized

third party; proper handling and disposal of construction

wastes; Contractor’s to assume full responsibility

for clearing off construction

wastes

-

(iii) Geology &

Seismicity

No impact Construction of the

Residential

No heavy structure planned

as part of the project

All civil structures

shall be constructed



S.

No.

Environmenta

l components

Potential

impacts


complex as per earthquake zone classification

7. Ecology Minor positive

impact

Construction

activity causing impact on existing

ecosystem on-site and top soil;

cutting of existing vegetation, if

required;

No trees on the site shall

be cut. In fact green belt will be

developed all along the building boundary, roadside

and lane divider. water sprinkling during

dust generation activities; erosion and sediment

control; noise and fugitive dust control; restricting

construction activity during

night time

No ecologically

sensitive area such as forest/

agricultural land will be used for the

project. Presently, the sites have few

trees. 7280.52 Sq. m to be developed

as greenbelt

8. Socio-economic

(i) Population and literacy rate

Minor negative and temporary

Increase in population due to

possible temporary settling of

construction workers from

outside the study area for the project

Employing local people to the maximum extent

possible

About 50 construction workers

are expected to be employed



S.

No.

Environmenta

l components

Potential

impacts


(ii) Employment Minor positive & temporary

impact

Availability of construction jobs

Employing local people to the maximum extent

possible

About 50 construction workers

are expected to be employed

(ii) Amenities such

as education, medical, water

supply, sanitation, etc.

No impact Needs of

construction workers;

Employing local people to

the extent possible for construction work; making

adequate provision through the contractors to handle

water, sanitary, medical and fuel requirement of

construction workers to ensure that the existing

infrastructure is not

strained

-

(iv) Transportation Temporary

negative impact

Increased traffic

load due to transportation of

construction materials and

workers

Ensuring that traffic is well

regulated. Use of non-peak hours for material

transportation

-



TABLE – 6.2 - OPERATIONAL PHASE – POTENTIAL IMPACTS AND MITIGATION MEASURES

S.

No.

Environmenta

l components

Potential

impacts


1. Water

resources

Minor negative

impact on surface water resources

Moderate negative impact

on ground water resources due to

consumption.

Minor positive impact due to

recharge by rainwater

harvesting.

Total water

requirement for the proposed project is

1352 KLD.

(Fresh water 890

KLD & S.T.Precycle462

KLD)

Recycle water will be used

Flushing and Gardening

The fresh water

will be sourced from Bore well &

HMWS&SB.

2. Surface water quality

No impact Discharge of sewage and waste

water from utilities

Recycle water will be used Flushing and Gardening

-

3. Ground water

quality

No impact Discharge of

sewage and waste

water from utilities

No discharge of

wastewater to ground

water body; use of treated sewage water for Flushing,

Gardening

Rainwater from

the rain water

harvesting will be used to recharge

ground water.



S.

No.

Environmenta

l components

Potential

impacts


4. Air quality Minor negative impact (for SO2,

NOX and HC emissions)

Fuel combustion in DG sets

All emissions will be well within the specified

emissions standards; stack height = building

height +5 mts. for safe dispersal of pollutants;

HSD with 0.25% sulfur content in DG sets;

periodic maintenance of DG sets for reduced

emissions

All emissions well within the

specified limits

5. Noise Minor negative

impact

Noise generating

rotating/ moving equipment

Proper equipment

selection; mandatory acoustic enclosure for DG

sets; regular maintenance of noise generating

equipment; providing personnel protective

equipment to persons

working in noisy areas;

suitable design and

location of utility block; development of suitable

green belt and landscaping

-



S.

No.

Environmenta

l components

Potential

impacts


6. Land environment

(i) Land use /

requirement

No impact Requirement of land

for the proposed project

47,825.36 Sq.m of area

available for development

Once the project is

operational, no additional land will

be required.

(ii) Solid wastes & land pollution

Minor negative impact

Handling and disposal of

hazardous and solid wastes

Segregation of wet and dry garbage – disposal of

dry garbage through off-site recycling or to

municipal waste collection system and wet waste to

composting at site; disposal of waste lube oils

by sale to authorized third

party; buy-back arrangement for waste

lead acid batteries

Though no solid/ hazardous waste

will be disposed off on land,

chances of inadvertent

occasional spillage on land cannot be

ruled out

(iii) Geology &

Seismicity

No impact Improper building

design not adhering to specified codes;

improper building

maintenance

Regular maintenance of

the structures to withstand natural phenomena;

carrying out the structural

integrity testing

-

9. Ecology No impact Emissions and

discharges from project operations;

All emissions and

discharges including noise will be within specified

-



S.

No.

Environmenta

l components

Potential

impacts


noise generation; improper disposal of

wastes

standards; all solid/ hazardous waste will be

disposed off in environmentally sound

manner

10. Socio-economic factors

(i) Population and

literacy rate

No impact Increase in

population due to settlement of

personnel and their families from

outside the study area for the

proposed project

Employing personnel from

within the study area to the extent possible, subject to

availability of skilled manpower requisite to the

job requirement

About 20

personnel would get direct

employment from the project

(ii) Employment Medium positive impact

Direct employment of personnel for

proposed project.

Employing personnel from within the study area to the

extent possible, subject to availability of skilled

manpower requisite to the job requirement

Approximately 20 persons Direct

employment and 20 persons

indirect employment are

expected to be employed for the

project

(ii) Amenities such as education,

No impact Requirement of various facilities

Employing personnel from within the study area to the

Various amenities in the study area



S.

No.

Environmenta

l components

Potential

impacts


medical, water supply,

sanitation, etc.

for the children of personnel

employed from outside the study

area

extent possible, subject to availability of skilled

manpower requisite to the job requirement

are adequate.

(iv) Transportation Medium negative impact

Burden on the existing road

infrastructure due to the increased

traffic from the proposed project

Ensuring that vehicular movement is controlled

during peak traffic hours; providing bus services from

the office to the nearest railway station; encouraging

car-pools for office employees

-

SMR Builders Private Limited

47 Pridhvi EnviroTech(P) Limited

Documents

APPRAISAL-CUM-TECHNO ECONOMIC FEASIBILTY REPORT · m/s. smr builders pvt ltd, phase-ii proposed residential complex at sy.no’s. 113 to 119, 121 & 126 kondapur (v) seri lingampally