environmental clearances for warehouse...

p

Environmental Clearances For

Warehouse project

Proposal Viz. Form1, Form -1A and Conceptual Plan with EMP and Other necessary

Documents prescribed by SEIAA , Haryana

Project Location Revenue Estate of Village Binola,

Manesar, District Gurgaon, State

Haryana.

Project Category B

Plot Area 32,412.52 m2

Built-up Area 28,666.79 m2

Submitted to

State Level Expert Appraisal Committee, Haryana

Project Proponent

India land and Logistics Private Limited

Environmental Consultant

Envirocare Technocrats Pvt. Ltd.

EENNVVIIRROONNMMEENNTTAALL CCLLEEAARRAANNCCEE FFOORR WWAARREEHHOOUUSSEE PPRROOJJEECCTT AATT VVIILLLLAAGGEE

BBIINNOOLLAA,, MMAANNEESSAARR,, GGUURRGGAAOONN,, HHAARRYYAANNAA.. BB

PPRROOJJEECCTT PPRROOPPOONNEENNTT:: IINNDDIIAA LLAANNDD AANNDD SSPPAACCEE LLOOGGIISSTTIICCSS

PPRRIIVVAATTEE LLIIMMIITTEEDD

Page 1 of F-I

EENNVVIIRROONNMMEENNTT CCOONNSSUULLTTAANNTT:: EENNVVIIRROOCCAARREE TTEECCHHNNOOCCRRAATTSS PPVVTT.. LLTTDD..

FFOORRMM--II

II.. BBAASSIICC IINNFFOORRMMAATTIIOONN

Sl.

No

.

Item Details

1. Name of the project/s : Warehouse of M/s India Land and Space

Logistics Pvt. Ltd

2. Sl. no. of the schedule : 8(a) : Building and Construction Project

(As per EIA notification dated 14th

September 2006 and subsequent

amendments to the date)

3. Proposed capacity / acre / length / tonnage to be handled / command

area / lease area / number of wells to be drilled

i. Plot area (as Per CLU) : 32412.52 m2

ii. Built up Area : 28666.79 m2

4. New/Expansion/Modernizatio

n

: New

5. Existing Capacity/Area etc. : At present construction of project is

almost complete prior to environmental

clearance due to unawareness of EIA

notification.

6. Category of Project i.e. 'A' or 'B' : B (As per Project or Activity Sl. No. 8 (a) of

Schedule List of Projects or Activities

requiring Prior Environmental Clearance

of EIA Notification 2006 amended to date)

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. i Location : Village Binola, Manesar

ii Plot/Survey/Khasra No. : 18//21/2 MIN, 22 MIN, 27//1 MIN, 2, 3, 8,

9, 10, 11/1, 12/1

v District : Gurgaon

vi State : Haryana

10

.

Nearest Railway Station/Airport Along with Distance in km

i. Nearest Airport : IGI Airport 32.36 km NE

88((AA)) FFOORRMM--11

((AASS PPEERR AAPPPPEENNDDIIXX--II OOFF EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT NNOOTTIIFFIICCAATTIIOONN,, 22000066

AAMMEENNDDEEDD TTOO DDAATTEE))



Page 2 of F-1


Sl.

No

.

Item Details

ii Nearest Railway Station : Taj-Nagar Railway

Station 10.23 km NNW

11

.

Nearest Town, City, District Headquarters along with distance in km

Nearest Town : Gurgaon, 17.7 Km (NEE)

Nearest City : Gurgaon, 17.7 Km (NEE)

District Headquarter : Gurgaon, 17.7 Km (NEE)

12. Village Panchayats, Zilla

Parishad, Municipal

Corporation, Local Body

(Complete postal address and

telephone nos. To be given)

: Village Panchayat: Binola

13. Name of the Applicant : M/s India Land and Space Logistics

private Limited

14. Registered Address : 11098-B,

Doriwalan, East Park Road

New Delhi-110005

15. Address of correspondence : RZ-279(A-55), Mahipalpur Extension

NH-8, New Delhi

Name : Manoj Saraogi

Designation

(Owner/Partner/CEO)

: Authorized Signatory

Address : RZ-279(A-55), Mahipalpur Extension

NH-8, New Delhi

Delhi

Pin Code : 110037

Email : [email protected]

Telephone No. : 011-26787201; 09350014625

Fax No. 011-26788704

16. Details of alternative sites

examined, if any. Location of

these should be shown on the

topo sheet

: This was found to be the best site for

construction of warehouse as this is

connected well via NH-8 and it is away

from human settlements. Location of

project is shown on Toposheet and added

as Annexure I.





Page 3 of F-I


Sl.

No

.

Item Details

17. Interlinked Projects : No

18. Whether separate application

of interlinked project has been

submitted

: Not Applicable

19. If yes, date of submission : Not Applicable

20. If no, reason : It is an independent project.

21

.

Whether the proposal involves approval/clearance under: (if yes, details

of the same and their status to be given)

(a) The Forest

(Conservation) Act,

1980?

: NOC from Dy. Conservator of Forest

regarding No forest land vide letter no.

2830 – G dated 16.12.2014 is attached as

Annexures II.

(b) The Wildlife (Protection)

Act, 1972?

: Not Applicable

(c) The C.R.Z. Notification,

1991?

: Not Applicable

22. Whether there is any

Government Order/Policy

relevant/relating to the site?

: NOC from DC regarding applicability of

PLPA 1991, Aravali Zone vide letter no.

33/S.K 2 dated 07.01.2015 is enclosed as

Annexure III.

1. NBC, 2005 Guidelines

2. HUDA Norms

23. Forest land involved (Ha.) : 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 : None.

(b) Case No. : None.

(c) Orders/directions of the

court, if any and its relevance

with the proposed project.

: None.

IIII.. AACCTTIIVVIITTYY

1 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.)






Page 4 of F-1


Sl.

No.

Information/Ch

ecklist

confirmation

Yes

/

No

Details thereof (with approximate quantities

/rates, wherever possible) with source 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 project is already constructed.

(i) Landuse: Yes Landuse has been changed

permanently on plot area of 8.01 acre (32412.52

m2). Change in Land Use certificate was granted by

Directorate of Town and Country Planning

Department (DTCP), Haryana vide memo number G-

1961-JE (S)-2011/6523 dated 05.09.2011 for two

years and CLU was renewed vide memo number G-

1961-JE (S)-2013/53994 on 11.10.2013 for another

one year.

(ii) Topography: The project site has a flat

topography and average elevation of the site is 246-

251 m above Mean Sea Level. It is almost a plain

land.

1.2 Clearance of

existing land,

vegetation and

buildings?

No There was no vegetation or existing structure

present on project site. No clearance of vegetation,

tree felling or demolition of any structure has been

done on site.

1.3 Creation of new

land uses?

Yes The project is construction of warehouse complex

hence, land use has been changed.

1.4 Pre-construction

investigations e.g.

bore holes, soil

testing?

Yes The soil investigation for warehouse was carried to

determine the soil suitability, permeability and

treatment needed to strengthen the building

foundation. The basic premise of the soil

investigations are enclosed as Annex IV.

1.5 Construction

works?

No The construction work of warehouse Complex is

confined to the project site itself.

1.6 Demolition

works?

No No any Demolition work has been carried out for

warehouse construction neither it is proposed.

1.7 Temporary sites

used for

construction

works or housing

of construction

workers?

Yes The workers during construction phase were

deployed/hired from nearby areas. However,

provision of temporary sanitation (soak pits) was

provided at site.





Page 5 of F-I


Sl.

No.

Information/Ch

ecklist

confirmation

Yes

/

No



information data

1.8 Above ground

buildings,

structures or

earthworks

including linear

structures, cut

and fill or

excavations

Yes 1. There are 5 Blocks in warehouse Complex, in

which the tallest building height is 15 m above

ground level.

2. Earth work involving excavations, back filling and

land scaping details are given below:

Excavation and Earthwork

S.

No.

Description Unit Quantity

1. Total Excavated Earth m3 12895.1

2. Backfill for Foundation m3 9026.6

3. Landscaping over area m3 3868.5

1.9 Underground

works including

mining or

tunneling?

Yes No mining or tunneling is involved.

1.10 Reclamation

works?

No There was no depression or pit in land hence, No

Reclamation work was at site. Reclamation was

done only for the area excavated for the purpose of

construction

1.11 Dredging? No Land had no water body hence no dredging was

done.

1.12 Offshore

structures?

No Not applicable.

1.13 Production and

manufacturing

processes?

No No production or manufacturing processes is

involved as this is for storage of non-agro goods

only.

1.14 Facilities for

storage of goods

or materials?

Yes The project is for storage of non-agro goods. During

construction raw material was stored at designated

places only and small temporary yard was made for

storage construction material.

1.15 Facilities for

treatment or

disposal of solid

waste or liquid

effluents?

Yes Liquid effluent will be recirculated by using dual

plumbing lines and STP of capacity 75 KLD is under

process of installation. And solid waste will be

segregated into biodegradable recyclable waste and

non-recyclable waste. Biodegradable waste will be






Page 6 of F-1


Sl.

No.

Information/Ch

ecklist

confirmation

Yes

/

No



information data

converted to manure using Solid waste converter.

1.16 Facilities for long

term housing of

operational

workers?

Yes 235 permanent residents are proposed.

1.17 New road, rail or

sea traffic during

construction or

operation?

No No new road, rail or sea traffic will be generated for

the purpose of the project. The existing transport

(NH-8 and SH-28) network was used during

construction phase of the project for transportation

of goods and material. And same transportation

network will be used for operational phase also

1.18 New road, rail,

air, waterborne

or other transport

infrastructure

including new or

altered routes

and stations,

ports, airports

etc?

No No new road, rail, air, water borne or other

transport infrastructure including new or altered

routes and stations, ports, airports will be

developed or made for the purpose of the project.

Existing infrastructure (NH-8 and SH-28) is

sufficient for Transportation.

1.19 Closure or

diversion of

existing transport

routes or

infrastructure

leading to

changes in traffic

movements?

No No closure or diversion of existing transport route is

proposed.

1.20 New or diverted

transmission

lines or pipelines?

No No new or diverted lines are proposed specifically

for this project all the lines will be provided by govt

agencies as per their planning.

1.21 Impoundment,

damming,

culverting,

realignment or

other changes to

the hydrology of

No There is no natural drain in the project site.

Therefore, no diversion of

drains/impoundment/culverting has been

purposed of the project.





Page 7 of F-I


Sl.

No.

Information/Ch

ecklist

confirmation

Yes

/

No



information data

watercourses or

aquifers?

1.22 Stream crossings? No No stream exists at site or either crossing the site.

1.23 Abstraction or

transfers of water

from ground or

surface waters?

No No abstraction or transfer of water from ground or

surface water sources.

1.24 Changes in water

bodies or the land

surface affecting

drainage or run-

off?

No There will be no change in water bodies or the land

surface affecting drainage. However, slight change

in the run-off quantity is expected due to land use

change of the site. Proper drainage system shall be

made to take care of rain water drainage and rain

water harvesting.

1.25 Transport of

personnel or

materials for

construction,

operation or

decommissioning

?

Yes During Construction phase: Materials during

construction phase was transported by trucks,

trolley etc.

During Operation Phase: Trucks, Car, two-

wheelers, etc. will be used, as project is warehouse

complex.

1.26 Long-term

dismantling or

decommissioning

or restoration

works?

No Not Applicable

1.27 Ongoing activity

during

decommissioning

which could have

an impact on the

environment?

No Not Applicable

1.28 Influx of people to

an area in either

Yes It is proposed to have 235 residents in warehouse

and 500 day borders staff and 400 visitors are






Page 8 of F-1


Sl.

No.

Information/Ch

ecklist

confirmation

Yes

/

No



information data

temporarily or

permanently?

proposed.

1.29 Introduction of

alien species?

No NA

1.30 Loss of native

species or genetic

diversity?

No Construction has already been Completed.

1.31 Any other

actions?

No Not applicable

S.

No

Information/checklist

confirmation

Yes

/N

o

Details thereof (with approximate

quantities/rates, wherever possible) with

source of information data

2.1 Land especially

undeveloped or

agricultural land (ha)

No The project site was developed vacant land,

located at Village Binola, Gurgaon, Haryana;

The land is an earmarked Location for

warehouse Purpose.

2.2

Water (expected source

& competing users) unit:

KLD

Yes Total Water Demand Will be in tune of 70

KLD in which 18 KLD will be Fresh Water met

by Private Water Tanker and 52 KLD will be

Treated water met by in-house build STP.

2.3 Minerals (MT) No Not Applicable

2.4 Construction material –

stone, aggregates, and /

soil (expected source –

MT)

Yes The details of construction materials has been

used in this building construction project is

given below:

S.

No

.

Details of

Material Approx Quantity

1 Brick Work 2300 MT*

3 Steel 1500 MT

5 Stone Aggregate 1400 MT

6 Sand 2500 MT

2 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):





Page 9 of F-I


S.

No

Information/checklist

confirmation

Yes

/N

o


quantities/rates, wherever possible) with


7 Cement 2100 MT

8. Fire resistant

Plywood

31 MT

9. Tin Shelter 40 MT

2.5 Forests and timber

(source – MT)

Yes Plywood for doors & windows has been used

which was procured from local market.

2.6 Energy including

electricity and fuels

(source, competing

users) Unit: fuel (MT),

energy (MW)

Yes Operation Phase: During Operation phase

the Electrical load is 250 kW. The supply has

been sanctioned by Dakshin Haryana Bijli

Vitran Nigam Limited, Vide Office memo no.

1031 dated 25 February, 2014 and attached

as Annex V.

Power back-up will be provided by the 3 nos.

of DG sets of capacity 1 x 180, 1 x 160 & 1 x

62.5 kva. Consumption of diesel in each 180,

160 and 62.5 kva DG set will be

approximately 30, 26 and 11 liter / hour

respectively.

2.7 Any other natural

resources (use

appropriate standard

units)

Yes NA

3 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


quantities / rates, wherever possible)

with source of information data






Page 10 of F-1


S.

No

.


confirmation

Yes

/No


quantities / rates, wherever possible)


3.1 Use of substances or

materials, which are

hazardous (as per MSIHC

rules) to human health or

the environment (flora,

fauna, and water supplies)

Yes Used Oil from DG sets would be only the

generated hazardous waste from the

Warehouse.

3.2 Changes in occurrence of

disease or affect disease

vectors (e.g. insect or

water borne diseases)

Yes Suitable drainage, Sewage Treatment Plant

and waste management measures as per

MSW rule will be adopted during

operational phase. No stagnation or

accumulation of water will be allowed and

disinfectant shall be used on regular basis

for cleaning of toilets etc. This will

effectively restrict the reproduction and

growth of disease vectors.

3.3 Affect the welfare of people

e.g. by changing living

conditions?

Yes As it is a warehouse project, there shall be

several services required which will

generate direct & indirect employment for

the people of nearby area.

3.4 Vulnerable groups of

people who could be

affected by the project e.g.

hospital patients, children,

the elderly etc.,

No No vulnerable group of people will be

affected by the project.

3.5 Any other causes No None

4 Production of solid wastes during construction or operation or

decommissioning (MT/month)

S.

No.


confirmation

Yes

/No


quantities/ rates, wherever possible)


4.1 Spoil, overburden or

mine wastes

No Not Applicable

4.2 Municipal waste

(domestic and or

commercial wastes)

Yes The generation of Municipal solid waste

during operation phase is given below:

Operation Phase





Page 11 of F-I


5 Release of pollutants or any hazardous, toxic or noxious substances to

air (kg/hr)

Approx. 301.9 (Say 302) kg/day of solid

waste will be generated.

b) Operation Phase

Permanent staff 235 @ 0.5

kg/cap/day

117.5

Day Boarder Staff 500 @

0.25 kg/cap/day

125

Visitor 400@ 0.1

kg/cap/day

40

Landscape waste 4864.15

@ 0.004 kg/cap/day

19.5

Total 301.9 (Say

302) or

0.301 MT

4.3 Hazardous wastes

(as per Hazardous Waste

Management Rules)

NO No Solid hazardous waste will be generated

from Warehouse.

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 Approx. 27 kg/day sewage sludge (Dry)

from STP will be generated and used as

manure in greenbelt.

4.7 Construction or

demolition wastes

Yes All construction wastes has been reused for

flooring & filling in internal roads etc.

4.8 Redundant machinery or

equipment

No NA

4.9 Contaminated soils or

other materials

No NA

4.10 Agricultural waste No NA

4.11 Other solid waste No NA

mailto:[email protected]






Page 12 of F-1


Sl.

No.


confirmation

Yes

/N

o




5.1 Emissions from

combustion of fossil

fuels from stationary or

mobile sources

Yes The emission from stationary source will be

from Diesel operated Generator Sets and

mobile source will be from vehicles entering

the site like trucks, cars, motor cycles, etc.

The fossil fuels used are; diesel and petrol.

Emission Details from DG set (Stationary

Source)

Paramet

er

Uni

t

DG Sets

180

kva

160

kva

62.5

kva

PM g/s 0.003 0.010 0.001

SO2 g/s 0.030

0.070 0.011

NOX g/s 0.110 0.258 0.043

CO g/s 0.041 0.098 0.020

Emissions from Trucks, Motor Cycles,

Scooters (Mobile source)

Param

eter

Unit Trucks Motor

cycles

Car

PM g/k

m

1.117 0.014 0.019

CO2 g/k

m

801.39 46.10 148.76

NOX g/k

m

9.47 0.17 0.30

CO g/k

m

6.05 0.72 0.07

HC g/k

m

0.41 0.57 0.08

5.2 Emissions from

production processes

No Not Applicable

5.3 Emissions from material

handling including

storage or transport

Yes Dust will be generated due to movement of

transport vehicles. Please refer Point 5.1.





Page 13 of F-I


Sl.

No.


confirmation

Yes

/N

o




5.4 Emissions from

construction activities

including plant and

equipment.

Yes Dust & emissions are likely to be generated

during construction activities which has

been reduced by sprinkling of water in a

specific time interval & timely maintenance

scheduled for machinery.

5.5 Dust or odour from

handling of materials

including construction

materials, sewage and

waste

Yes Dust from earth works (during

construction), Dust from construction

material handling, mixing of cement with

other materials & unloading of cement bags.

No foul odor was anticipated from the

project during construction.

Approx. 27 kg/day sewage sludge (Dry)

from STP will be generated and used as

manure in greenbelt.

5.6 Emissions from

incineration of waste

No Not Applicable

5.7 Emissions from burning

of waste in open air (e.g.

slash materials,

construction debris)

No Open burning of biomass/ other material

will be prohibited.

5.8 Emissions from any

other sources

No -

6 Generation of Noise and Vibration, and Emissions of Light and Heat

Sl.

No.

Information/

Checklist

confirmation

Yes/

No



with source of information data with


6.1 From operation of

equipment e.g. engines,

ventilation plant,

crushers

Yes

During the construction, Noise was

expected to generate mainly from heavy

machinery, DG sets, and vehicular traffic.

Construction has been carried out only

during day time. The indicated noise levels

from certain construction plants/






Page 14 of F-1


Sl.

No.

Information/

Checklist

confirmation

Yes/

No



with source of information data with


equipments at 1m distance are indicated

below:

Concrete Mixer : 75 dB(A)

Generator : 85 - 90 dB(A)

Truck : 90 dB(A)

6.2 From industrial or

similar processes

No Not Applicable

6.3 From construction or

demolition

Yes Same as 6.1

6.4 From blasting or piling No No blasting or piling was done.

6.5 From construction or

operational traffic

Yes This is the Warehouse project and Noise

will generate during Vehicle Movement

during operation Phase.

6.6 From lighting or cooling

systems

No No significant noise impact will result from

lighting or cooling systems.

6.7 From any other sources Yes National Highway-8 (Warehouse is

adjacent to NH-8)

7 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 :)

S.

No.


confirmation

Yes

/No




7.1 From handling, storage,

use or spillage of

hazardous materials

Yes Used oil from Dg sets will be only the

generated Hazardous waste which is stored

in HDPE drum in isolated place and sold to

approved registered recyclers of

SPCB/CPCB .

7.2 From discharge of

sewage or other effluents

to water or the land

(expected mode and

Yes A Sewage Treatment Plant of 75 KLD

capacity will be installed for treating the

waste water & the treated water will be

used in horticulture & flushing. Hence, no





Page 15 of F-I


S.

No.


confirmation

Yes

/No




place of discharge)

effluent/waste will be discharged.

7.3 By deposition of

pollutants emitted to air

into the land or into

water

No Deposition of pollutant into water is not

anticipated.

Pollutant from DG sets will be dispersed

through Stacks.

7.4 From any other sources Yes Vehicular movement will result in SO2, NOX

emission.

7.5 Is there a risk of long

term build up of

pollutants in the

environment from these

sources?

No During operation of project-Green belt with

pollutant absorbing capability shall be used

to avoid long term built up of pollutants.

8 Risk of accidents during construction or operation of the Project,

which could affect human health or the environment.

Sl.

No.


confirmation

Yes/No Details thereof (with approximate

quantities / rates, wherever

possible) with source of

information data

8.1 From explosions, spillages,

fires etc from storage,

handling, use or

production of hazardous

substances

Yes It is non-chemical and non-agro

product based warehouse hence not

involve any major hazardous activity

during operation process. Hence

chances of explosions, spillages, fires

are minimal.

No major hazardous waste will be

stored within the project site during

operation phase, except used Diesel

from Diesel Generator.

8.2 From any other causes Yes Natual calamities like earth quake,

building collapse, Major fire etc.






Page 16 of F-1


Sl.

No.


confirmation

Yes/No Details thereof (with approximate

quantities / rates, wherever


information data

8.3 Could the project be

affected by natural

disasters causing

environmental damage

(e.g. floods, earthquakes,

landslides, cloudburst

etc)?

Yes This area falls in seismic zone-IV that

is a High risk zone.

9 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

activities in the locality

S. no. Information/Checklist

confirmation

Yes/N

o


quantities/ rates, wherever


information data

9.1 Lead to development of supporting utilities, ancillary development or

development stimulated by the project which could have impact on the

environment

Supporting infrastructure

(roads, power supply,

waste or waste water

treatment, etc.)

Yes The project of warehouse will provide

basic facilities like development of

road, power supply, plumbing services,

waste collection points with in the

project premises.

Housing development Yes There is housing facility for 235

permanent Staff only.

Extractive industries No NA

Supply industries No NA

Other Yes Warehouse Project

9.2 Lead to after-use of the

site, which could have an

impact on the

environment

No 32,412.52 m2 vacant area has been

changed into Warehouse including

Paved area and Godown which can be

laid Heat Island effect. Further

4,864.15 m2 is proposed for greenbelt





Page 17 of F-I


S. no. Information/Checklist

confirmation

Yes/N

o


quantities/ rates, wherever


information data

development which can be help in the

minimization of such effects.

9.3 Set a precedent for later

developments

Yes An EMP will be developed which will

be followed at all further stages of the

project.

9.4 Have cumulative effects

due to proximity to other

existing or planned

projects with similar

effects

No No impact

IIIIII.. EENNVVIIRROONNMMEENNTTAALL SSEENNSSIITTIIVVIITTYY

S.

no.

Areas Name/

Identit

y

Aerial distance (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 value

No

NA

2 Areas which are important

or sensitive for ecological

reasons -Wetlands,

watercourses or other

water bodies, coastal zone,

biospheres, mountains,

forests

No

There is no any wastelands,

watercourse, Coastal Zone, Biospheres

within 15 Km of the area.

3 Areas used by protected,

important or sensitive

species of flora or fauna

for breeding, nesting,

foraging, resting, over

wintering, migration

No There is no any Protected area within

15 km area.






Page 18 of F-1


S.

no.

Areas Name/

Identit

y



boundary

4 Inland, coastal, marine or

underground waters

No NA

5 State, National boundaries Yes Rajasthan State Boundary-10.8 km

(SW)

-

6 Routes or facilities used

by the public for access to

recreation or other

tourist, pilgrim areas

Yes State Highway 28 - 2.3 km (E)

National Highway 8 - Adjacent (N)

7 Defence installations No -

8 Densely populated or

built-up area

Yes Fazalwas Village - 2.4 km (EEN)

Bilaspur Khurd - 1.5 km (SW)

9 Areas occupied by

sensitive man-made land

uses (hospitals, schools,

places of worship,

community facilities)

Yes

Hospitals

Rockland hospital – 8.8 km (NNE)

Schools & College

M .S. International School- 1.7 km (W)

Amity University – 3.5 km (ENE)

Places of worship

Binola Temple 0.3 km NW

10 Areas containing

important, high quality or

scarce resources (ground

water resources, surface

resources, forestry,

agriculture, fisheries,

tourism, minerals)

Ground Water

The ground water level is 20-30 meters bgl both during Pre and Post Monsoon.

11 Areas already subjected to

pollution or

environmental damage.

(Those where existing

legal environmental

standards are exceeded)

No There is no such area.





Page 19 of F-I


S.

no.

Areas Name/

Identit

y



boundary

12 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)

Natural The project area falls in Seismic Zone

IV that is a damage risk zone.

IIVV.. PPRROOPPOOSSEEDD TTEERRMMSS OOFF RREEFFEERREENNCCEE FFOORR EEIIAA SSTTUUDDIIEESS

As per the provision of clause 7(ii) Para(i) that "All projects and activities listed as

Category 'B' in item 8 of the Schedule (Construction/Township/Commercial

Complexes/Housing) shall not require Scoping and will be appraised on the

basis of Form-1/Form-1A and the conceptual plan" along with necessary

Enclosures Prescribed by SEAC, Haryana. “Environmental Clearance for

warehouse project at Village Binola, Manesar, Gurgaon, Haryana” to be

appraised under item 8(a), therefore no terms of reference is proposed for this

project by the project proponent.

Undertaking by Project Proponent

I hereby given undertaking that the data and information given in the application

and enclosures are true to the best of my knowledge and belief and I am aware that

if any part of the data and information submitted is found to be false or misleading at

any stage, the project will be rejected and clearance given, if any to the project will

be revoked at our risk and cost.

Date : / /

Place :






Page 20 of F-1


Name of Authorized

Signatory

:

Full Address :

Note:

1. The projects involving clearance under Coastal Regulation Zone Notification,

1991 shall submit with the application a C.R.Z map duly demarcated by one of

the authorized agencies, showing the project activities, w.r.t C.R.Z (at the stage

of TOR) and the recommendations of the State Coastal Zone Management

Authority (at the stage of EC). Simultaneous action shall also be taken to obtain

the requisite clearance under the provisions of the CRZ notifications, 1991 for

the activities to be located in the CRZ.

2. The Projects to be located within 10km of the National Parks, Sanctuaries,

Biosphere Reserves, Migratory Corridors of Wild Animals, the project

proponent shall submit the map duly authenticated by Chief wildlife Warden

showing these features vis-a-vis the project location and the recommendations

or comments of the Chief Wildlife Warden thereon (at the stage of EC).

3. All correspondence with Ministry of Environment & Forests including

submission of application for the TOR/Environment Clearance, subsequent

clarifications, as may be required from time to time, participation in the EAC

Meeting on behalf of the project proponent shall be made by the authorized

signatory only. The authorised signatory should also submit a document in

support of his claim of being an authorised signatory for the specific project.

EENNVVIIRROONNMMEENNTTAALL CCLLEEAARRAANNCCEE FFOORR WWAARREEHHOOUUSSEE PPRROOJJEECCTT AATT VVIILLLLAAGGEE BBIINNOOLLAA,,

MMAANNEESSAARR,, GGUURRGGAAOONN,, HHAARRYYAANNAA.. BB

PPRROOJJEECCTT PPRROOPPOONNEENNTT::

IINNDDIIAA LLAANNDD AANNDD SSPPAACCEE LLOOGGIISSTTIICCSS


Page

21 of F-IA

EENNVVIIRROONNMMEENNTT CCOONNSSUULLTTAANNTT::

EENNVVIIRROOCCAARREE TTEECCHHNNOOCCRRAATTSS PPVVTT.. LLTTDD..

FFOORRMM--IIAA

(Only for Construction projects listed under item 8 of the Schedule)

CHECKLIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever

necessary attach explanatory notes with the form and submit along with

environmental management plan and monitoring plan)

11.. LLAANNDD EENNVVIIRROONNMMEENNTT

((AATTTTAACCHH PPAANNOORRAAMMIICC VVIIEEWW OOFF TTHHEE PPRROOJJEECCTT SSIITTEE AANNDD IITTSS VVIICCIINNIITTYY))

1.1 Will the existing Landuse get significantly altered from the project that is not

consistent with the surroundings? (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 are submitted). Attach maps of (i) site location, (ii)

surrounding features of the site (within 500 meters) and (iii) the site (indicating

levels & contours) to appropriate scales. If not available attach only conceptual

plans.

Warehouse already has been completed prior to obtaining environmental clearance due to

unawareness of EIA Notification 2006, and amended to date. The site is surrounded by

barren Land from the Eastern, Southern and Western Side , NH-8 is adjacent to Project

side to the North Side, and less develop built-up in all direction. Hence, no significant

alteration of the land use in consistency to the surrounding is expected due to building up

of the complex. Plot area developed into Warehouse is 32,412.52 (8.01 Acre) with

28,666.79m2 built-up area (as per CLU). The site Location shown in Figure 1A.1a and

panoramic view of Project Site is shown in Figure 1A.1b. Landuse pattern of project site is

shown in Figure 1A.2. Land use map of the study area is presented in Figure 1A.3

(Landuse Map 2).

88((AA)) FFOORRMM--11AA

((AASS PPEERR AAPPPPEENNDDIIXX--IIII PPAARRAA--66 OOFF EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT NNOOTTIIFFIICCAATTIIOONN,, 22000066 AAMMEENNDDEEDD TTOO DDAATTEE))




Page

22 of F-IA



Site Location: The site is located in Binola Village, District Gurgaon, and Haryana.

NH-8 is adjacent to Project site connected through service road. Latitude and

Longitude for the project site are given in Table No. 1. The site location is shown in

Figure 1A.4 and site co-ordinates in Figure 1A.5.

Table 1: Latitude and Longitude of the Project Site

S. No. Description of Point Latitude Longitude

1. East Corner of Project Site 28º18'09"N 76º52'47"E

2. West Corner of Project Site 28º18'17"N 76º52'39"E

3. North Corner of Project Site 28º18'19"N 76º52'43"E

4. South Corner of Project Site 28º18'06"N 76º52'40"E

Source: Site Visit by ETPL Team.

Surrounding Features: The surrounding features of the project site are presented in

Table 2 and shown in Figure 1A.6.

Table 2: Surrounding Features of the Project Site (within 500 m)

S. No. Surrounding Features Distance & Direction from the Project Site

1 Binola Village 0.8 km (NW)

2 Binola Industrial Area 0.1 km (N)

3 Delhi-Ajmer Expressway(NH-

8)

Adjacent (N)

Source: Satellite Imagery of Project Area, Google Earth Inc, USA

The Site (Indicative Level and Contour Map): The project site has a flat topography

and average elevation of the site is 246-251m above Mean Sea Level. The site

(indicative level and contour) map enclosed as Figure1A.7 and study area map is

enclosed as Figure 1A.8.






Page

23 of F-IA



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.

(i) Land use: The break-up of land use for the project are given below in the Table 3

and the Salient Features of project represent in Table 4.

Table 3:land use of the Project

S.NO Description Area in Acre Area in m2

As per Sale Deed

1. Plot Area 50,408.23

2. Area under road widening

(excluded from CLU and used in

service road)

7,609.83*

3. Area under 60 m green belt

(excluded from CLU, green belt

under preparation)

10,385.88

As per CLU

4. Net Plot Area as per CLU 8.01 32,412.52

5. Permissible FAR (75%) - 24,309.39

6. Achieved FAR (74.9%) - 24,284.54

FAR Area






Page

24 of F-IA



Far Area (total

Blocks)

Block A - 1,778.051

Block A 1 - 3,636.22

Block A 2 - 3,782.1

Block B - 4,384.633

Block C - 10,703.543

Total FAR Area

for All Blocks

24,284.54

Non-FAR Area

7. Mumuty Area (Non-FAR Area) - 20.49

8. Machine room (Non-FAR Area) 63.4

9. Basement

Area

(Total Blocks)

Block A 611.26

Block A-1 Nil

Block A-2 Nil

Block B Nil

Block C 3687.08

Total Non-FAR

Area (7+8+9) 4382.24

10.

Ground Coverage Permissible.

(60%) on Plot Area

- 19,447.512






Page

25 of F-IA



11. Ground Coverage Achieved

(49.7%)

4.04 16101.31

10. Permissible Parking Area @15% of

Net Plot Area

- 4861.8

11. Achieved Parking Space( Surface

Parking, 15% of plot area)

1.21 4864.8

Total Non- Far Area - 4382.24

12 Total Built-Up Area (FAR + Non

FAR)

- 28666.79

13. Green Belt Area

Landscape Area on Net Plot Area 0.55 2228.19

Greenbelt development on Roof

top(61.3% of 4293 m2 roof area

blocks A&C)

2635.96

Total (Greenbelt Area) - 4864.15 (15 %)

16. Area Given for Internal Roads 2.278 9218.22

Features

17. Number of PCUs 195

18. Tallest Building Height 15 m






Page

26 of F-IA



19. Power Load 250 kW

20. DG Set 3 (1x180 kva, 1x160 kva, 1x62.5 kva)

21. Total Water Demand 70 KLD

22. Total Waste Water generation 57 KLD

23. STP 1 (75 KLD Capacity)

24. Total Solid Waste Génération 302 Kg/Day

25. Number of Rainwater Harvesting

pit

4 recharge Pits with double bore

26. Project Cost 17.80 cr

Source: India Land & Space Logistics Private Limited

*Land is acquired by Government for service road

(ii) Water Consumption

Operation Phase: It is estimated that the total water demand during the operation phase

will be 70 KLD. The Fresh water requirement is calculated to 18 KLD, whereas treated

water in the tune of 52 KLD will be used for the irrigation, landscaping, Flushing through

Dual Plumbing Pipelines, DG Set cooling. The fresh water demand will be met by the

Development Authority Supply Water. The water requirement for the project is given

below in Table 6.






Page

27 of F-IA



Table 6: Water Requirement during Operation Phase

S

.

N

o

.

Description Area in

m2

(Total)

Total

Occupancy

Rate of

water

demand

(lpcd)

Fresh

Water

in KLD

Treated

Water

in KLD

Total

water

requirem

ent (KLD)

1

.

Permanent

Resident

235 135 9.51 22.20 31.725

2 Staff/worker 500 45 6.75 15.75 22.5

3 Visitors 400 15 1.8 4.2 6

Total Domestic Water Requirement (1 + 2+3) 18.06

(Say 18)

42.15

(Say 42)

60.2

(Say 60)

4 Horticulture

and

Landscape

4864.1

5

1.5

lit/m2

0 7 7

5

DG

S

ets

Co

oli

ng

*

(1 X

18

0,

1x

16

0

&

1x

62

.5

KV

A)

0.9 l/KVA

/hr

- 2.8 2.8

Total Water Requirement (1+2+3+4+5) 18 51.8

(Say 52)

69.8

(Say 70)

Source: (i) India Land & Space Logistics Pvt. Ltd. (ii) Manual on norms and standards for environment clearance of large construction

projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards,

New Delhi.

Sullage Treatment & Disposal

Operation Phase: Approximately 57 KLD of Sullage will be generated from the Project.

The sewage Treatment Plant of 75 KLD is to be constructed within the campus (Table8).

Table 7: Sullage Generated from Project






Page

28 of F-IA



S.

No. Description

Total

Population

Fresh water

requirement

(KLD)

Treated

Water

Requirement

(KLD)

Flow to STP

@ 80 % of

Fresh Water

and 100% of

Recycled

water)

(KLD)

Sewage

Treatment

Plant

a Permanent

Resident

235 9.51 22.20 31.7

75 KLD

Capacity

Based on

TBR

Technology

b Visitors 400 1.8 4.2 5.64

c Day Boarders 500 6.75 15.75 21.15

d Landscaping - - 7 Nil

e DG Set cooling - - 2.8 Nil

Sub Total (Say) 18 42 56.59

(Say 57)

Source: 1.India Land and Space Logistics private limited 2. Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India

(iii) Power Requirement:

During operation phase, total power requirement is estimated to be around 250 kW,

sanction by Dakshin Haryana Bijli vitran nigam limited vide memo no.1031 dated 25

February, 2014

In case of power failure, the back-up power will be provided by 3nos. of DG sets of 180,

160, 62.5 kva respectively. Stack height of 21 m will be provided as per CPCB guidelines.

DG sets will be installed with acoustic enclosures.






Page

29 of F-IA



Table 8: Power Requirement during Construction and Operation Phase

Parameters Construction Phase Operation Phase

Power requirement 62.5 kva 250 kw

Supply by One number of DG Set

Sanction by Dakshin Haryana Bijli

vitran nigam limited, vide office

memo no. 1031 dated 25 February,

2014. Attached as annex V.

Back-up power supply - 3 Number of DG sets (1x180 kva,

1x160 kva, 1x62.5 kva.

Source: India Land and Space Logistics Pvt. Ltd.

(iv) Connectivity: The site is located at Village Binola, Gurgaon, and Haryana. The site is

connected with Delhi-Ajmer Expressway (NH-8) adjacent to site from North side.

Delhi-Ajmer Expressway (NH-8) Adjacent (N)

State Highway-28 Approx. 2.3 km (E)

Source: Satellite Imagery of Project Area, Google earth Inc, USA

Hence, no new connectivity road is to be constructed.

(v) Community Facilities: Community facilities like hospitals, Petrol Pump, place of

worship, etc. are available in near vicinity of the project site. Hence, no new community

facility is to be developed. The details of community facilities in project vicinity are given

in Table below.

Nearest Hospitals Rockland Hospital, Approx. 8.8 km (NNE)

Nearest Railway Station Taj-Nagar Railway Station, 10.23 km (NE)

Nearest Highway NH-8, Adjacent

SH-28, 2.3 km (E)

Places of worship Binola Temple ,300 m (NW)






Page

30 of F-IA



Other facilities Petrol Pump (Adjacent to Site ,W)


(vi) Parking Needs: The parking provided by the project is shown in the Table 9.

Table 9: Parking Area Requirement

As per MoEF Norms.

1 ECS/250 m2 FAR area 1 ECS@250 m2 of floor area

=24284.79/250

=97

Required 97x 25 m2= 2425 m2

Parking as per Haryana Norms = This Should be 15% of plot area = 4861.8 m2.

Parking:

Total Parking proposed (Surface parking @ 15 % of the plot area) = 4864.8 m2.

Therefore; as required the parking is more & above the MoEF Norms.

Source: Space Standards for Car Parking as per Building Regulations for Gurgaon and MoEF

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

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

smooth movement at the site.

(V) Other Features

Green belt area: An area of 2228.19 m2 has been identified for greenbelt development. In

addition to 2228.19 m2 green belt area, 2635.96 m2 of green area is proposed on the roof

top therefore total green belt area is increase to 4864.15 m2 (15 %). It will improve the

ecological condition of site as well as surrounding areas.

Fire fighting facility: The project has been provided fire and safety facility. The facilities

which are provided are given below






Page

31 of F-IA



Provision of Automatic water sprinklers

Provision of hose reels, external hydrants and wet risers

Provision of fire fighting underground water storage tank,

Provision of overhead water storage tank on the building,

There is provision of fire fighting pumps.

Double Stair System in Tallest building for emergency escape.

1.3. What are the likely impacts of the activity on the existing facilities adjacent to

the site? (Such as open spaces, community facilities, details of the existing land use,

disturbance to the local ecology).

No negative impact is anticipated of the activity on the existing facilities adjacent to the

site. The project site is surrounded by human settlement from 2 side and barren land.

Hence, no significant impact on land use was expected due to construction of warehouse

Complex. The area is free from any eco-sensitive zone. The project will enhance the

ecological condition of the adjoining areas due to development of extensive green belt

within its premises.

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 project not involves significant change in land profile and disturbance in natural

setting of the area. The project has not been disturb the natural vegetation and will also

facilitate in developing green area in the project site. The details of soil type etc are given

below:-

(i) Soil Type: The soil sample was collected from the project to establish the soil

characteristics of the area on which Warehouse is established. The soil is dominantly






Page

32 of F-IA



sandy loam with medium water holding capacity. The soil is slightly alkaline with pH of

soil varying from 7.0 to 7.2 (Table 10).

Table 10: Physical Properties of Soil in the Project

S. No. Parameter Unit S1

Distance in km On-Site

Direction -

1 Soil colour Yellowish Grey

2 PH 7.25

3 Electrical Conductivity µmhos / cm 446.23

4 Moisture % 3.2

5 Soil texture ---- Sandy Loam

Clay % 50.09

Silt % 15.90

Sand % 31.96

6 Infiltration Rate cm/hr 1.57

7 Bulk density gm/cm3 1.52

8 Porosity % 22.85

9 Nitrogen as N % 0.078

10 Phosphorus mg/Kg 16.42

11 Potassium as K mg/Kg 123.98






Page

33 of F-IA



S. No. Parameter Unit S1

Sodium as Na mg/Kg 375.32

Magnesium As Mg mg/Kg 152.66

12 Cation Exchange

Capacity

Meq/100gm 27.63

13 Sodium Absorption

Ration

- 4.4

14. Zink mg/kg 38

Source: Data Collection and Testing, by Noida Testing Laboratories, Greater Noida.

S. No. Soil Test Classification

1 pH <4.5 Extremely acidic

4.51- 5.50 Very strongly acidic

5.51-6.0 moderately acidic

6.01-6.50 slightly acidic

6.51-7.30 Neutral

7.31-7.80 slightly alkaline

7.81-8.50 moderately alkaline

8.51-9.0 strongly alkaline

9.01 very strongly alkaline

2 Salinity electrical conductivity

(µmhos/cm) (1 mmhos/cm =

640 ppm)

Upto 1.00 Average

1.01-2.00 harmful to germination

2.01-3.00 harmful to crops (sensitive to salts)

3 Organic carbon (%) Upto 0.2: very less

0.21-0.4: less






Page

34 of F-IA



0.41-0.5 medium,

0.51-0.8: on an average sufficient

0.81-1.00: sufficient

>1.0 more than sufficient

Source: (i) Data Collection and Testing, by Noida Testing Laboratory; (ii) Handbook of Agriculture, Indian Council of

Agriculture Research, New Delhi

From Table 10, the following conclusions can be made about physical and chemical

characteristics of the samples.

The soil is yellowish in color. Bulk density of soils in the study area is 1.52.

The soils were slightly alkaline with pH of soil varying from 7.0 to 7.25

Organic matter content of the soil samples was fairly high (1.50–1.67%) and therefore

the soil fertility is sufficient in terms of productivity

(ii) Slope Analysis: The project site lies at an average elevation of 246-251 m above

Mean Sea Level and has a flat topography.

(iii) Seismicity: The area falls under Seismic Zone IV and is susceptible to earthquake. All

civil structures will be seismically resistant and designed as per IS codes (i) IS 1893-2002,

(ii) IS 4326: 1993, (iii) IS 13920:1993 & (IV) IS 456: 2000. No threat of other natural

disasters is anticipated.

(iv) Flood Plain: The project site is flat and natural seasonal drains are passing near to

the project site and therefore no incidence of flooding and water logging is envisaged by

the project.

1.5. Will the proposal involve alteration of natural drainage systems? (Give details

on a contour map showing the natural drainage near the project site)

No, alteration of natural drainage system is envisaged.






Page

35 of F-IA



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?)

During Construction Phase excavation was envisaged for foundation in the project. This

excavated soil was properly stacked within the site under tarpaulin cover which reused

for landscaping and Backfilling. Hence no immediate adverse impacts on the land

environment are envisaged. (Refer Table 11).

Table 11: Quantity of muck generated during construction

S. No. Description Unit Quantity

1 Total Excavated Earth m3 12895.1

2 Backfill for Foundation m3 9026.6

3 Landscaping over area m3 3868.5

Source: India Land &Space Logistics Pvt. Ltd.

1.7. Give details regarding water supply, waste handling etc. during the

construction period.

Construction of warehouse is completed.

Sullage generation: Approximately 5.04 KLD of Sullage was generated during

construction phase. The disposal of domestic Sullage has been done in mobile toilet and

soak pit.

Solid & Hazardous Waste: The municipal solid waste generated during the construction

was expected to 90 kg/day (considering 150 labours). Waste like steel scrap, shuttering

wood, gypsum & sand and paint cans etc. generated during Construction phase .These

waste were collected at secure and isolated place later sold to recycler/vendor. The waste






Page

36 of F-IA



generated from the brick masonry, concrete etc. has been used for plinth filling and for sub

base of roads.

HDPE drums were used for the interception of oils and grease at secure and separate

place. The used oil has been sold to recyclers.

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low

lying and wetlands are getting modified from the activity)

The site is not the part of any low lying area or wetland. The project site is surrounded by

the Binola Village (0.8 km,) from North –West site, NH-8 from North side. No natural water

bodies are impacted by the project directly or indirectly.

1.9. Whether construction debris & waste during construction cause health

hazard? (Give quantities of various types of wastes generated during construction

including the construction labors and the means of disposal)

The Construction debris & waste during construction was not cause any health

hazard.Construction debris has been seggregated and stored in storage bins provided at

the site for waste like steel scrap, shuttering wood, gypsum & sand and paint cans etc. The

waste generated from the brick masonary, concrete etc. has been used for plinth filling and

for sub base of roads.

The toilets with soak pits have been provided for the labours and site staff thereby

avoiding any health hazard.

22.. WWAATTEERR EENNVVIIRROONNMMEENNTT

2.1 Give the total quantity of water requirement for the 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.






Page

37 of F-IA



Please refer to Clause no. 1.2 of Form 1a for project regarding details of water quantity &

sources, Sullage generation and water balance statement.

Water Storage: There will be the facility for raw water storage tanks, Fire water tank &

Treated water tanks. Water from supply will be initially collected in water storage

tanks of required capacities and later will be transferred to overhead water tanks by

using pumps.

It is estimated that the total water demand during the operation phase will be 70KLD. The

fresh water requirement is calculated to 18 KLD, whereas treated water in the tune of 52

KLD will be used for flushing, horticulture and miscellaneous purpose. The fresh water

demand will be met by the Private Water Tanker and treated water will be met by STP

capacity of 75 KLD, installed at the site. The water requirement for the project is given in

Table 12 below:


S.

N

o

Description Area

in m2

(Total

)

Total

Occupancy

Rate of

water

demand

(lpcd)

Fresh

Water in

KLD

Treated

Water in

KLD

Total water

requirement

(KLD)

1. Permanent

Resident

-- 235 135 9.51 22.20 31.725

2 Staff/worker -- 500 45 6.75 15.75 22.5

3 Visitors -- 400 15 1.8 4.2 6

Total Domestic Water Requirement (1 + 2+3) 18.06

(Say 18)

42.15

(Say 42)

60.2

(Say 60)

4 Horticulture

and

4864.1

5

-- 1.5 lit/m2 0 7 7






Page

38 of F-IA



Landscape

5

DG

S

ets

Co

oli

ng

*

(1 X

18

0,

1x

16

0

&

1x

62

.5

KV

A)

0.9 l/KVA

/hr

- 2.8 2.8

Total Water Requirement (1+2+3+4+5) 18 51.8 (Say

52)

69.8

(Say 70)

Source: India Land and Space Logistics Private Limited

Figure 1A.9: Water Balance

2.2 What is the capacity (dependable flow or yield) of the source of water?

52 KLD of recycled water will be met by In-house Built STP of 75 KLD capacity while

Freshwater will be met by Private water Tankers.






Page

39 of F-IA



Water is supply will be from Private Water Tanker while treated water is met by STP and for Characteristics of Treated water from STP please refer clause 2.6.

2.4 How much of the water requirement can be met from the recycling of treated

Sullage? (Give the details of quantities, sources and usage)

52 KLD of recycling of treated water from STP of 75 KLD capacity will be used for, flushing,

Landscaping and DG Sets Cooling purpose. For Details please refer to Clause no. 1.2 Of

Form 1A.

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, there is no any diversion of water from other users.

2.6 What is the incremental pollution load from Sullage generated from the

activity? (Give details of quantities and composition of Sullage generated from the

activity)

No significant quantity of Sullage has been generated during construction phase however

the project is warehouse project significant quantity of Sullage will be generated during

operation phase. The incremental pollution load from Sullage generated from the activity

will be in the form of air, water and soil pollution which can directly affect the water, air

and soil environment and quality.The details of quantities and composition of Sullage

generated are given below.

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)






Page

40 of F-IA



Operation Phase: It is estimated that the total water demand during the operation phase

will be 70 KLD. The Fresh water requirement is calculated to 18 KLD, whereas treated

water in the tune of 52 KLD will be used for the irrigation and Flushing, and DG set

Cooling. The fresh water demand will be met by the Development Authority Supply Water.

The treated Sullage will be used for, Flushing, Landscaping, and miscellaneous purposes.

There will not be any incremental pollution load on water quality due to project. Table 13

shows the quantity of Sullage Generated from project and Table 13 shows the expected

characteristics of generated Sullage from project.


S.

No. Description

Total

Population

Fresh water

requirement

(KLD)

Treated

Water

Requirement

(KLD)

Flow to STP

@ 80 % of

Fresh Water

and 100% of

Recycled

water)

(KLD)

Sewage

Treatment

Plant

a Permanent

Resident

235 9.51 22.20 31.7

75 KLD

Capacity

Based on

TBR

Technology

b Visitors 400 1.8 4.2 5.64

c Day Boarders 500 6.75 15.75 21.15


e DG Set cooling - - 2.8 Nil

Sub Total (Say) 18 42 56.59

(Say 57)






Page

41 of F-IA



Table 13: Characteristics of Sullage and Treated Sullage

Parameter Expected Sullage inlet

Characteristics Treated Sullage Characteristics

pH 7.5 – 8.5 6.0 – 8.0

BOD 5 day, 21 oC 200– 300 mg/l Less than 10 mg/l

Suspended Solids 400 – 500 mg/l Less than 10 mg/l

COD 400 – 500 mg/l Less than 60 mg/l

Oil and Grease 10 mg/l Less than 2 mg/l

Efforts will be made to achieve much better standards than mentioned above as project is

proposing tertiary treatment also.

2.7 Give details of the water requirements met form water harvesting? Furnish

details of the facilities created.

The harvesting water will help in raising the ground water table. As such, the Ground

water extraction is not envisaged for this project.

RRAAIINNWWAATTEERR HHAARRVVEESSTTIINNGG

The rainwater harvesting will help in raising the ground water table.

Water Harvesting: The roof top rainwater harvesting through recharge pit process will

be used for the recharge of the water at the project site. The quantity of annual harvested

rainfall at the project site at present is 12962 cum. The annual rainfall recharge capacity

at the project site will be 12962 cum. Peak hourly rainfall has been considered as 45

mm/hr for designing of rainwater harvesting pit. 4 recharge pits with double bore of

radius 3.5 m and depth 4 m are proposed, out of which 3 have already been constructed

for harvesting rainwater, Mesh will be provided at the roof so that leaves or any other

solid waste/debris will be prevented from entering the pit. Rainwater from roofs will be

taken to collection/desilting chambers located on ground. These collection chambers are






Page

42 of F-IA



interconnected to the filter pit through pipes. The filter pit will be circular in shape and

will be back-filled with graded material, boulder at the bottom, gravel in the middle and

sand at the top. The final disposal of storm / rain water shall be in multiple recharge / rain

harvesting pits as per MOEF guidelines to recharge the ground water. The water collected

will be used for replenishing the ground water aquifers and creating surface storages for

utilization in non-rainy season (Table 12).

Table 12: Annual Recharge Potential (After Construction)

Sl.

No. Description Coefficient

Area

(m2)

Average annual rainfall

(m)

Quantity

(cum/year)

1 Roof top 0.8 13465.35 0.6* 6463.37

2 Paved 0.7 14083.02 0.6 5914.8684

3 Vegetation 0.2 4864.15 0.6 583.698

Annual Recharge Capacity 12962

Source: *CGWA Report, 2007






Page

43 of F-IA



Figure 1A.10: Typical drawing of rain water harvesting pit

2.8 What would be the impact of the land use changes occurring due to the project

on the runoff characteristics (quantitative as well 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?

At present the site has 5 blocks, Hard Paved Area and Area left for Green Belt

Development. Due to the construction of Blocks and road paved area has increased

thereby the run off also increase quantitatively but no qualitative change coupled with

water harvesting, storage tanks. No flooding & water logging is expected due to the

project.

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 ground water has been used in construction also no ground water will be used during

the Operation Phase. Water harvesting will increase 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)

Construction of warehouse has been completed.

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)






Page

44 of F-IA



The project site level is plain. Adequate storm water channel has been provided at the site

to provide proper drainage facilities and to avoid flooding at the site and in area. A storm

drainage system has been laid. The storm drains will collect, convey and dispose to

Natural Drainage system.

The impact on land and ground water quality will be minimized by adopting following

measures:

Regular inspection and cleaning of storm drains

Covering of waste storage areas

Avoid application of pesticides and herbicides before wet season

Secondary containment and dykes in fuel/oil storage facilities

Conducting routine inspections to ensure cleanliness

Preparation of spill response plans, particularly for fuel and oil storage

2.12 Will the deployment of construction laborers particularly in the peak period

lead to unsanitary conditions around the project site (Justify with proper

explanation).

No, the deployment of construction labours was not led to any unsanitary conditions as all

the necessary precautions has been taken including provision of mobile toilet. The

facilities are being provided at the labour camp include the following:

Mobile toilet. Hence there is no possibility of unsanitary conditions around the project

site

Regular segregation and disposal of solid waste generated by these workers as per

local practices

Proper housekeeping

First aid and medical facilities for all the concerned people working on the site.






Page

45 of F-IA



2.13 What on-site facilities are provided for the collection, treatment & safe

disposal of sewage? (Give details of the quantities of Sullage generation,

treatment capacities with technology & facilities for recycling and disposal).

During operation phase the Sullage generated (57 KLD) will be discharged into the in-

house STP (capacity 75 KLD) through a proper network (Dual plumbing line). This STP

Will functions on the TBR Technology.

2.14 Give details of dual plumbing system if treated Sullage is used for flushing of

toilets or any other use.

For flushing there will be dual system, besides treated water from the STP for flushing,

provision shall also be made for using the raw water domestic water in WC flushing. This

arrangement is recommended to be provided in the basement near the utility area where

the transition of type of water can be done manually thro respective valves etc.

33.. VVEEGGEETTAATTIIOONN

3.1 Is there any threat of the project to the biodiversity? (Give a description of the

local ecosystem with its unique features, if any).

No, threat on bio-diversity was envisaged due to project. No forest land exists in its

vicinity and no ecologically important habitats were observed in the study area (2 km

from the project site) of the project.

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 site is earmarked for development of Warehouse and therefore it is devoid of any

vegetation. Pre-Exist tree in Premises has been utilized as part of greenbelt.






Page

46 of F-IA



3.3 What are the measures 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?

As the project site neither involves any vegetation nor any forest areas in the study area of

the project. The trees exist in Warehouse Premises has been utilized as part of greenbelt.

Therefore the project is not expected to cause any major impact on the vegetational

structure. Moreover, the project has development of greenbelt over an area of 4864.15 m2

which, apart from creating an aesthetic effect, will also make the environment clean and

healthy. The layout plan for greenbelt development is shown in Figure 1A.11. The species

for green belt development has been selected according to the existing climate and soil

type. The following species of trees and shrubs have been recommended for greenbelt

development (Table 13 & 14).

Table 13: Plants for Greenbelt Development

SI. No. Botanical name Common name Effective in control of

1. Ficus benjamin Pukar Air pollution

2. Acacia auriculiformis Air pollution

3. Acacia nilotica Babul Air pollution

4. Achras sapota Air pollution

5. Adina cordifolia Haldu Air pollution

6. Aegle marmelos Bel Air pollution

7. Ailanthus excelsa Maharuk Air pollution, Noise pollution

8. Albizia lebbeck Siris Air pollution, Noise Pollution

9. Alstonia scholaris Chattiyan Air pollution, Dust

10. Azadirachta indica Neem Air pollution, Dust, Noise

pollution






Page

47 of F-IA



11. Bischofia javanica Paniala -

12. Bridelia squamosa Khaja -

13. Butea monosperma Dhak Air pollution, Dust

14. Dalbergia latifolia Shisham Air pollution

15. Ficus elastic Rubber tree Air pollution

16. Ixora arborea -

17. Lagerstroemia parviflora Phurush Air pollution

18. Madhuca longifolia Mahua Air pollution, Noise pollution

19. Mangifera indica Aam Air pollution, Noise pollution

20. Moringa oleifera Sajina Air pollution

21. Polyalthia longifolia Devdaru Air pollution

22. Syzygium cumini Jamun Air pollution

23. Terminalia arjuna Arjun Air pollution, Dust

24. Trema orientalis Gio -

25. Zizyphus mauritiana Ber Air pollution

26. Zizyphus rugosa Suran -

Table 14: Suggested Plants for Greenbelt Development

S. No. Scientific Name Common Name Effective in control of

1. Jatropha pandurifolia Jatropha Soil quality

2. Tecoma stans Yellow Tecoma Noise Pollution

3. Hamelia patens Muna Noise Pollution

4. Hibiscus Gurhal Air & Noise pollution






Page

48 of F-IA




5. Ficus reginald Fig Air Pollution

6. Tabernaemontana

divaricata

Chandni Air pollution

7. Abutilon indicum Atibalaa/peeli Booti Air pollution

8. Acacia catechu Khair Air pollution

9. Acacia leucophloea Safed babul Air pollution

10. Calotropis gigantean Air pollution

11. Dendrocalamus strictus Banskaban Air pollution

12. Nerium indicum Kaner Air pollution

13. Ricinus communis Erandi Air pollution

14. Murraya paniculata Marchula Air pollution

15. Duranta repens Golden duranta Air pollution

Plants For Roof Top

1. Juniperous squamata Blue Star' Juniper

2. Lavandula angustifolia lavender

3. Hydrangea petiolaris C. hydrangia

4. Allium Summer Beauty S. Beauty Allium

5. Sedum album White Stone Crop

6. Sedum ellacombianum Stone Crop

7. Duranta repens* Golden duranta

Source: Guidelines for Developing Greenbelts, CPCB, 2000

The tree plantation (large size species) would be undertaken at the time of preparation of

the site so that they would grow to a considerable size by the time of commissioning of the

project.






Page

49 of F-IA



44.. FFAAUUNNAA

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 site is an earmarked for warehouse development. The site is free from any major

vegetation. The site is surrounded by Barren land from Southern, Eastern and Western

side. Delhi-Ajmer Expressway is passing near to Northern side of the project. Due to

Nearby Industrial Hub (Manesar, Bhiwadi) in the area, site is free from any major fauna.

Therefore, no displacement of fauna and their movement is envisaged by the project.

4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.

Since the activities involved in a construction project are mainly confined to the project

site, therefore the project was not expected to cause any direct impact on avifauna of the

area. Moreover, the solid waste generated from the project during operation phase will be

properly segregated and disposed/treated as per prescribed norms. Hence the project will

not cause any indirect impact on avifauna of nearby area.

4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse

impacts on fauna.

No interface with the fisheries activity and/or fauna is envisaged. Hence, no mitigation

was required.

55.. AAIIRR EENNVVIIRROONNMMEENNTT

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 constructions)






Page

50 of F-IA



The plot has been developed into warehouse over an area of 32412.52 m2 with

28666.79m2 buildup area. Efforts have been made to maintain a green layer wherever

possible. This green layer will help in reduction of heat island effect associated with

development activities of the project. The green cover and landscaping will further

improve the atmospheric concentration of the surroundings. The ambient air quality level

at the project site is summarized in Table 16.

Table 16: Ambient Air quality in and around the site

Location PM10 PM2.5 SO2 Nox CO

Units Μg/m3 Μg/m3 Μg/m3 Μg/m3 Mg/m3

AQ1:

Min 67.32 39.76 14.54 27.52 0.40

Max 81.09 45.09 21.63 29.28 0.86

CPCB Standard 100.0 60.0 80.0 80.0 4.0

SOURCE: Noida Testing Laboratories, Greater Noida

Figure 12: Comparison of Ambient Air Quality at project site with CPCB standard






Page

51 of F-IA



Pollution Load from Vehicular Movement

The establishment is to be located adjacent to the NH-8, having high vehicle density. The

impact due to circulation of vehicles inside the project boundary has only been

considered. The modeling was carried considering worst case scenario. The details of

emission rate considered for the project are as follows.

Table 17: Vehicle Emission Statement

S.

No.

Category of

Vehicles

Expected No.

of Vehicles

Emission Rate (g/km)

PM* SO2 NOX* CO

1 Heavy

Vehicle/car 212 0.003 0.001 0.31 1.7

*-Emission Factor development for Indian Vehicles, ARAI Pune, #- The SO2 emission has been calculated based on Diesel

Consumption

The output results are tabulated in Table 17 for Operation phase.

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.

Pollution Load from DG Set

During operation power back-up will be provided by the 1 nos. of DG sets of 180 kva , 1

nos. of DG sets of 160 kva , 1 nos. of DG sets of 62.5 kva. Pollution load has been calculated

assuming that DG sets will be operated for 8 hours per day and low Sulphur (max. 0.5%)

content diesel will be used as fuel. Stack height of the individual DG set has been

considered as 18 m (15 m of building height + 3 m of stack height). Table 18 shows the

pollution load due to operation the DG Set.

The emission load has been evaluated by mathematical modeling using ISCST3, US-EPA

software based on Gaussian dispersion modeling and flat terrain for DG set and Caline 4

for pollution load from vehicle movement. The average meteorological data of October






Page

52 of F-IA



month (2014) was considered as met input for model study. The flue gas from DG set with

18 meter (15m of building height + 3m of stack height) stack height shall travel up to 2 km

approximately. Hence, the extent of the modeling is limited for 2 km from the location of

DG set.

Table 18: DG Set Emission Statement

S. No. Parameter Unit Value

180 kva 160 kva 62.5 kva

1 No. of DG Set Nos. 1 1 1

2 Capacity of each DG Set kw 162 144 56.25

3 No. of Stack Nos. 1 1 1

4 Height of each Stack m 18 m (15 m of building height + 3 m of

stack height)

5 Flue gas Temperature °K 502 502 502

6 Velocity of Flue Gas m/s 21.3 21.3 21.3

7 Emission Details of each DG set at Full load (8 hr. operation)

A PM @ 0.3 g/KW-hr g/s 0.004 0.003 0.001

B SO2 @ 0.5% Sulphur in Diesel g/s 0.032 0.028 0.011

C NOX @ 9.2 g/KW-hr g/s 0.122 0.109 0.109

D CO @ 3.5 g/KW-hr g/s 0.046 0.041 0.0162






Page

53 of F-IA



-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

NOx Isoplathes : Spatial distribution of 8-hours average CO maximum incremental GLC (0.4 µg/m3) at

(1800 m, 0 m) i.e. 1800 m, SE. Moderate to high wind speed and stack height of 18 m facilitates dispersion

at long distance of 1800 m, SE under the influence of local meteorology

-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

PM Isoplathes : Spatial distribution of 24-hours average PM maximum incremental GLC excluding from

(0.06 µg/m3) at (1800 m, 0 m) i.e. 1800 m, SE. Moderate to high wind speed and stack height of 18 m

facilitates dispersion at long distance of 1800 m, SE under the influence of local meteorology






Page

54 of F-IA



-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

SOx Isoplathes : Spatial distribution of 24-hours average PM maximum incremental GLC (0.05 µg/m3)

at (1800 m, 0 m) i.e. 1800 m, SE. Moderate to high wind speed and stack height of 18 m facilitates

dispersion at long distance of 1800 m, SE under the influence of local meteorology

-2000 -1500 -1000 -500 0 500 1000 1500 2000

-2000

-1500

-1000

-500

0

500

1000

1500

2000

CO Isoplathes : Spatial distribution of 24-hours average PM maximum incremental GLC (0.09 µg/m3) at

(1800 m, 0 m) i.e. 1800 m, SE. Moderate to high wind speed and stack height of 18 m facilitates dispersion

at long distance of 1800 m, SE under the influence of local meteorology.






Page

55 of F-IA



5.3 Will the proposal create shortage of parking space for vehicles? Furnish details

of the present level of transport infrastructure and measures for improvement

including the traffic management at the entry & exit to the project site.

The parking scenario of the project is shown in the Table12.

Table 12: Parking Area Statement

As per MoEF Norms.


=24284.79/250

=97


Parking as per Haryana Norms = This Should be 15% of plot area = 4861.8 m2.

Total Parking Area (Surface parking @ 15 % of the plot area) = 4861.8 m2.


Source: (i), (ii) Space Standards for Car Parking as per Building Regulations for Gurgaon and MoEF

5.4 Provide details of the movement patterns with internal roads, bicycle tracks,

pedestrian pathways, footpaths etc., with areas under each category.

The Warehouse Complex project is adjacent to NH-8 to the North side. The internal road

connects the site to the connecting road. 9 m wide road will be maintained around the

Residential complex to easy movement of heavy vehicles and fire tenders. Also the entry

road is 15 m wide to avoid traffic congestion near to entrance. During operation vehicles

move on circular path, from one point they enter and from other point they exit from the

Warehouse premises. There is 9221.14 m2 i.e. 28.4 % of total 32412.52 m2 of net plot area

for Internal Road.






Page

56 of F-IA



5.5 Will there be significant increase in traffic noise & vibrations? Give details of

the sources and the measures for mitigation of the above.

No, there will be no substantial increase in traffic noise and vibrations during construction

and operation phase. However, the additional traffic generation during construction &

operation phase is required to be managed. The traffic management measures as

described below.

(i) Construction Phase: During the construction phase of the project, noise had been

generating from various sources such as movement of vehicles carrying construction

materials, loading & unloading activities, excavation machines, concrete mixer, DG sets

and other mechanical operations like drilling, fitting, etc. Noise from all these sources was

intermittent and occasional. Most of the construction activities have been carried out

during the daytime only. (ii) Operational Phase: The major sources of noise during the

operational phase are DG sets, compressor, internal traffic, external traffic since project is

adjacent to NH-8. The DG sets will be procured with acoustic enclosure and the other

compressors and pumps will also be acoustically covered. The traffic during operation will

be planned in a manner such that there are least idling and bottle necks. Roads will be

designed so as to result in free flow of traffic. Moreover, greenbelt development in and

around the site will result in reducing noise level effectively.

5.6 What will be the impact of DG sets & other equipment on noise levels &

vibration & ambient air quality around the project site? Provide details.

The equivalent values of noise levels during October 2014 were found 61.91 dB at Site,

during day time and 57.82 dB during night time. The Noise monitoring was carried out at

in the study area shown in Figure1A.9.The noise level shows lower values than the

prescribed limit by CPCB shown in Table 21 and figure No. 1A.15.






Page

57 of F-IA



Table 21: Ambient Noise Level at Monitored Locations

Location – Project Side , Location Code – N1

S.No. Test Parameter Unit Result

1. Lday dB(a) 61.91

2. L night dB(A) 57.82

3. Leq dB(A) 66.89

4. L10 dB(A) 72.05

5. L50 dB(A) 67.32

6. L90 dB(A) 55.17

7. Lmax dB(A) 70.23

8. Lmin dB(A) 44.69

9. Ldn dB(A) 63.70

CPCB Standard

Area

Code Category of Area

Noise Levels (dB (A) Leq (Limits)

Day time Night time

A Industrial Area 75 70

B Commercial Area 65 55

C Residential Area 55 45

D Silence Zone 50 40

Source: (i) Sampling Location Selection, Collection & Testing by Noida Testing Lab, NCR, Greater Noida, Uttar Pradesh (ii) Ambient Noise Standards of Central Pollution Control Board, New Delhi






Page

58 of F-IA



Figure 13: Comparison of Ambient Noise Quality at Project site with CPCB Standard

Table 22: Noise levels generated from major construction equipments

Name of the Source Noise level at 1m from source [dB(A)]

Concrete Mixer 75

Concrete Vibrators 75

Generator 85-90

Hammering 110

Source: Noise standards for construction equipments have been notified in Part 'E', Schedule-VI of Environment (Protection) Rules, 1986

The construction site has been encapsulated from all sides to control Noise Dispersion.

The noise produced during construction phase was creating temporary impacts on the

existing ambient noise levels at project site only during daytime. Therefore, the impact of

noise levels on surrounding area has been insignificant during the construction phase.

During construction & operation phase, emissions from the DG sets may cause localized

impact ambient air quality for short duration. During Construction Phase DG set was only

the source of Power. During Operation phase, the DG sets will be operated only in case of

grid power failure. However, acoustic enclosures will be fitted with the DG sets to control

the noise levels. Adequate height of stacks (21 m) will be provided to the DG sets as per






Page

59 of F-IA



guidelines of CPCB to facilitate the dispersion of flue gases in the atmosphere. As such,

these activities will have insignificant impact on noise level and vibration in the

neighborhood.

66.. AAEESSTTHHEETTIICCSS

6.1 Will the 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 site is earmarked for development of Warehouse. At Present the project site is

surrounded by Barren/waste land to Eastern, western and Southern side while adjacent to

NH-8 from northern side. No scenic amenity or landscapes exist in near vicinity (2 km) of

the project. Hence, project is not going to obstruct any view, scenic amenity or landscapes

in Development of green belt will be of immense importance, as it will not only act as a

pollution sink for dust emissions, gaseous pollutants and noise pollution but also enhance

the visual appearance of the developed site.

6.2 Will there be any adverse impacts from new constructions on the existing

structures? What are the considerations taken into account?

The development in the entire project area is as per the provisions of National Building

Code. Hence no adverse impacts are anticipated from new constructions on the existing

structures in this area.

6.3 Whether there are any local considerations of urban form & urban design

influencing the design criteria? They may be explicitly spelt out.

The development in the entire project area is as per CLU allotted by DTCP, Haryana.






Page

60 of F-IA



6.4 Are there any anthropological or archaeological sites or artifacts nearby? State

if any other significant features in the vicinity of the site have been considered.

There are no anthropological or archaeological sites or artifacts within 2 km radius of the

project site.

77.. SSOOCCIIOO--EECCOONNOOMMIICC AASSPPEECCTTSS

7.1 Will the proposal result in any changes to the demographic structure of local

population? Provide the details.

(i) Construction phase: temporary influx of workers during construction phase. Workers

have been hired from the surrounding areas.

(ii) Operation Phase: The project will have about 235 Residential occupants & 400

visitor and 450 Day Boarder Staff will be working within warehouse Complex So, it will

also provide direct and indirect employment to the local people from the surrounding

areas.

7.2 Give details of the existing social infrastructure around the Project

The site is located near to Binola Village, District Gurgaon, and Haryana. NH-8 is adjacent

to Project site connected through service road. The social infrastructures such as health

centres, schools, club & recreational area are located within 5km of project site. These

infrastructures are easily accessible by intracity public transport and intermediate public

transport as the site is adjacent to Delhi – Jaipur expressway. Details of these social

infrastructures are given below in Table 23 & shown in Figure 1A.6.

Table 23: Existing social infrastructure around the project

S.

No.

Surrounding Features Aerial Distance & Direction from the Project

Site







Page

61 of F-IA



S.

No.

Surrounding Features Aerial Distance & Direction from the Project

Site

2 Bilaspur Khurd Village 1.7 km(SW)

3 State Highway 26 (SH-26) 2.0 km (NEE)

4 Delhi-Jaipur

Expressway(NH-8)

Adjacent (N)

5 Taj-Nagar Railway Station 10.23 km (NE)


7.3 Will the project cause adverse effects on local communities, disturbance to

sacred sites or other cultural values? What are the safeguards?

No adverse impact is anticipated on local communities. There are no sacred or cultural

sites near the development site. So no question arises of disturbing them. Many local

people may get jobs as per their skill. Security requirement will also be met from the local

private agencies.

88.. BBUUIILLDDIINNGG MMAATTEERRIIAALLSS

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 major materials required for construction of the project was Steel, Cement, Bricks,

Metal, Stones, Electrical fittings, Water, Wood etc.

Construction Materials were purchased from local Market.

8.2 Transport and handling of materials during construction may result in

pollution, noise & public nuisance. What measures are taken to minimize the






Page

62 of F-IA



impacts?

Warehouse already has been completed.

8.3 Are recycled materials used in roads and structures? State the extent of

savings achieved?

Materials with low embodied energy have been used in construction significantly result in

energy savings. The total savings in terms of roads and paving may be upto 10% to 15%.

8.4 Give details of the methods of collection, segregation & disposal of the

garbage generated during the operation phases of the project.

Small Paved areas with spill collection pits will be constructed for the interception of oils

and grease. Separate areas will be designated for fresh and used oils. The used oils will be

sold to SPCB/ MoEF Authorized recyclers.

During the operation phase: As per the manual on municipal solid waste prescribed by

the Central Public Health and Environmental Engineering Organization (CPHEEO), the

quantity of solid waste will be 302 kg/day. The solid waste will comprise biodegradable

waste e.g. domestic waste, horticultural waste etc. and recyclable waste, like plastic, paper

etc. (Table 13). For estimating the quantum of waste following assumptions are taken

into consideration.

Table 13: Solid waste generated from Operation Phase

Description Quantity (kg/day)

1. Permanent staff [email protected] kg/cap/day 117.5

2. Day Boarder Staff [email protected] kg/cap/day 125

3. Visitor 400@ 0.1 kg/cap/day 40







Page

63 of F-IA



4. Landscape [email protected] kg/cap/day 19.5

Total 301.9 (Say 302)

Source: (i) India Land & Space Logistics Private Limited (ii) CPHEEO

Twin bin waste collection system will be used within the complex – green bins for

biodegradable wastes and blue bins for non-biodegradable wastes will be provided.

Litter bin will also be provided in open areas like Greenbelt Area etc.

Personnel engaged in the collection, segregation and composting will be trained and

demonstrated to make them proactive and efficient in the solid waste management

practices.

The waste shall be handled according to Municipal Solid Waste (Management and

Handling) Rules 2000.

Bio-medical wastes to be generated from the First Aid center, shall be handled as per

the Biomedical wastes (management and Handling) Rules, 2003. These wastes will not

be stored or disposed with other municipal wastes and stored at the facility for no

more than 24hours.

Hazardous Wastes (Management, Handling and Transboundary Movement) Rules,

2008 will be strictly followed.

Horticultural waste which will be collected at the secured location such that it will not

hinder daily activity schedule or washed away by the surface run off causing choking of

drains, etc. and will be separately disposed off along with biodegradable waste.

99.. EENNEERRGGYY CCOONNSSEERRVVAATTIIOONN

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?






Page

64 of F-IA



Construction Phase: During construction phase, total power requirement was estimated

to be around 62.5 kva (120 kW). The supply has been met by DG set.

Operation Phase: During operation phase, total power requirement is estimated to be

around 250 kW, sanction by Dakshin Haryana Bijli vitran nigam limited vide memo

no.1031 dated 25 February, 2014.

Table 25: Power Requirement for Construction and Operation Phase


Power requirement 62.5 kva (56 kw) 250 kW


Sanction by Dakshin Haryana Bijli

vitran nigam limited, vide office

memo no. 1031 dated 25 February,

2014. Attached as annex V.

Back-up power supply - 3 Number of DG sets (1x180 kva,

1x160 kva, 1x62.5 kva). Source: India Land & Space Logistics Private Limited

Energy Conservation Measures

A. Electrical

The transformers shall be energy efficient with minimum losses on no load and full

load, not more than as specified in relevant standard ECBC-2007.

Timers and photo-electric sensors shall be used to switch ON / OFF external landscape

and facade lighting.

The overall power factor will be maintained to 0.95 automatically to reduce reactive

power.

Compact Fluorescent Lamps (CFL’s) with high frequency ballast shall be used for

Corridors and common areas.

Energy efficient fluorescent tube lights (T-5) / LED lights shall be used.

All fluorescent light fixtures are specified to incorporate electronic chokes which have

less watt-loss compared to electro-magnetic chokes and result in superior operating






Page

65 of F-IA



power factor. This indirectly saves energy. Electronic chokes also improves life of the

fluorescent lamps.

Energy efficient fluorescent lamps & CFL lamps which give approx. 30% more light

output for the same watts consumed and therefore require less nos. of fixtures and

corresponding lower point wiring costs.

All cables shall be de-rated to avoid heating during use. This also indirectly reduces

losses and improves reliability.

For Energy minimization, solar based lighting technology will be adopted.

Applicable equipments shall be of star rating.

B. Plumbing & Fire Fighting

1. Fixed speed Hydro-pneumatic Water Transfer system.

2. Pumps & equipment selected on “best” energy efficiency point.

9.2 What type of, and capacity of, power back-up you plan to provide?

Please refer to Clause 9.1.

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?

No any significant quantity and types of glass has been used in warehouse.

9.4 What passive solar architectural features are being used in the building?

Illustrate the applications made in the project?

Solar based power generation will be taken in consideration.

9.5 Does the layout of streets & buildings maximize 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.






Page

66 of F-IA



As per Para 9.4

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?

Yes. Please refer the explanation given in 9.4.

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?

Yes, please refer the explanation given in 9.1

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 construction on creation of

heat island & inversion effects?

The Warehouse complex has been developed of 32412.52 m2 (As per CLU) with

28666.79m2 built-up area. Efforts have been made to maintain a green layer wherever

possible. This green layer will help in reduction of heat island effect associated with

development activities of the project. The green cover and landscaping will further

improve the atmospheric concentration of the surroundings.

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.

Thermal characteristics of the materials used for building envelop v.i.z, roof, external

walls, fenestration will be provided in accordance with energy conservation building Code

2006. The U values are given in Table 26.






Page

67 of F-IA



Table 26: Characteristics of Building Components

Type of Construction U values (in W/m2deg C)

WALLS

Brick:

Plaster both sides -115mm 3.23

Solid, Unplastered-230 mm 2.67

Plastered both sides-228 mm 2.44

Concrete, ordinary, Dense:

152 mm 3.58

203 3.18

Concrete block, cavity, 250 mm (100+50+100), outside rendered, inside plastered:

Aerated concrete blocks 1.19

Hollow Concrete block, 228 mm, single skin, outside rendered, inside plastered:


Roofs pitched:

Iron sheets 1.70

Roofs Flat:






Page

68 of F-IA



Reinforced concrete slab, 100 mm, screed 63-12 mm, 3

layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Wood block finish 0.85

9.10 What precautions & safety measures are against fire hazards? Furnish details

of emergency plans

The fire and safety consideration will be as per the applicable National Building Code of

India. Important component are mentioned below.


Provision of hose reels, external hydrants and wet risers

Provision of fire fighting underground water storage tank,

Provision of overhead water storage tank on the building,

There is provision of fire fighting pumps

Provision of double stair system for tallest buildings

9.11 If you are using glass as wall material provides details and specifications

including emissive and thermal characteristics

No Glass has been used as wall materials.

9.12 What is the rate of air infiltration into the building? Provide details of how

you are mitigating the effects of infiltration






Page

69 of F-IA



All care towards improving energy efficiency due to poor rate of infiltration has been

taken while designing the building w.r.t to its envelope to ensure enough air circulation

around the building by natural wind movement. NBC and ECBC guidelines/specifications

have been adhered to mitigate the effect of air infiltration.

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 construction activities has been considered every aspect of the recommendations of

the Energy Conservation Building Code, 2006 and best energy management practices

towards efficient use of all conventional and non-conventional energy. Some of the

measures being considered to minimize pressure on energy sources are:

Minimizing idling of construction equipment and vehicles

Recycling of construction material to the extent possible

Efficient scheduling of construction machinery / equipment

Judicious use of freshwater

1100.. EENNVVIIRROONNMMEENNTT MMAANNAAGGEEMMEENNTT PPLLAANN

Preparation of environmental management plan is required for formulation,

implementation and monitoring of environmental protection measures during and after

commissioning of projects. The plan indicates the details as to how various measures have

been or are to be taken. EMP is a plan of actions for avoidance, mitigation and

management of the negative impacts of the project. Environmental enhancement is also an

important component of EMP.

Physical Environment






Page

70 of F-IA



The impacts associated with the physical environment of the project site are described

below:

Topography

Construction Phase: Construction is almost over prior to obtaining Environmental

Clearance.

Operational Phase: There are no impacts anticipated on the topography during the

operational phase. Hence, no management plan is.

Soil

Construction Phase: The earth stockpiles would be provided with gentle slopes to

prevent soil erosion. Drains have been provided to collect the surface runoff.

To avoid soil compaction along the transportation routes and parking spaces, only

identified haulage roads has been used for transportation. As the project doesn’t involve

construction of any fueling station for vehicles, contamination of soil from oil and

lubricants is not envisaged. However to maintain quality of soil, all constructional wastes

has been collected and stored at designated places and used in other constructional

activities and landscaping.

Operational Phase: Regular maintenance of the planted trees will be carried out to

achieve the green cover as planned and good housekeeping practices will be followed.

Garbage will not be dumped in the open areas but stored and disposed off only as per plan.

Air Pollution

Construction Phase: All dust producing construction materials has been transported to

site with proper cover. Water has been sprayed in the cement and earth mixing sites as

well as after compaction.






Page

71 of F-IA



Operational Phase: Plantation will be carried out within the site. To further minimize

vehicular pollution, good road conditions shall be maintained. The DG sets shall be

provided with stacks of adequate height as per CPCB guideline.

Green Area Development: Increasing vegetation in the form of green area is one of the

preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce

the flow of dust and reduce noise pollution. Species for air pollution abatement via green

area development are given in Table 27.

Table 27: Air Pollution Abatement Species

Sl.

No.

Scientific Name Sl. No. Scientific Name

1. Acacia auriculiformis 16. Moringa oleifera

2. Acacia nilotica 17. Polyalthia longifolia

3. Achras sapota 18. Syzygium cumini

4. Adina cordifolia 19. Terminalia arjuna

5. Aegle marmelos 20. Zizyphus mauritiana

6. Ailanthus excels 21. Acacia catechu

7. Albizia lebbeck 22. Acacia leucophloea

8. Alstonia scholaris 23. Bambusa vulgaris

9. Azadirachta indica 24. Calotropis gigantean

10. Butea monosperma 25. Dendrocalamus strictus

11. Dalbergia latifolia 26. Duranta repens

12. Ficus elastic 27. Murraya paniculata

13. Lagerstroemia parviflora 28. Nerium indicum

14. Madhuca longifolia 29. Ricinus communis

15 Magnifara indica






Page

72 of F-IA



Noise Pollution

Construction Phase: Major construction activities have been carried out in the daytime

only. Noise generation levels have been considered during selection and procurement of

construction equipment.

Operational Phase: Plants are also often as a natural way to reduce outdoor noise levels.

Scattering and ground attenuation are the principal factors in sound attenuation by

vegetation. Both factors attenuate relatively less sound as distance from the sound source

increases. Vegetation is also an effective sound screen, particularly at high frequencies.

There is much evidence to show that the visual shielding of the noise source has a

considerable psychological effect as well.

Green Area Development: The following species can be used in a green area to serve as

noise breakers:

Ailanthus excelsa

Albizia lebbeck

Azadirachta indica

Madhuca longifolia

Mangifera indica

DG Sets used as power backups will be provided with acoustic enclosure with exhaust

muffler ensuring a minimum of 75 dB (A) insertion loss or ambient noise standard

whichever is higher. Honking of vehicles is also to be discouraged within the office area.

Water Quality

Construction Phase: toilet with soak pits has been provided at the site.






Page

73 of F-IA



Operational Phase: All Sullage from the project site shall be connected to and treated in

the Sewage Treatment Plant (75 KLD of capacity) within the site and the treated Sullage

shall conform to applicable standards.

Waste Management

Construction Phase: Garbage has been collected from the construction site and disposed

with other municipal wastes.

Operational Phase: It is suggested that twin bin waste collection system – green bins for

bio-degradable wastes and blue bins for non-biodegradable wastes may be provided.

Occupants/ Maintenance staff are to be adequately trained on the same. Waste collection

should be done by containerized bicycles and temporarily stored at identified locations till

Authority tippers collect the same. Grass clippings from the mowing of the lawns shall be

collected separately. Hazardous wastes will be managed as per Hazardous Waste

(Management & Handling) Rules, 2008.

Management of Storm Water

Contamination of storm water is possible from the following sources:

Oil spills and leaks in vehicle parking lots.

Silt from soil erosion in gardens

A detailed “Storm Water Management” will be developed which will consider the above

sources. This will incorporate best management practices which will include following:

Regular inspection and cleaning of storm drains.

Clarifiers or oil/water separators shall be installed in all the parking areas.

Cover waste storage areas.

Avoid application of pesticides and herbicides before wet season.







Page

74 of F-IA




Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of slit traps in storm water drains

Good management in the above areas.

Biological Environment

Vegetation

Construction Phase: There was no any significant and major vegetation at project site till

date that the major trees as it is remain on same place and included in greenbelt

development. Plantation of trees should be initiated as early as possible using local

species. The following plants species are planted in areas are as given in Table27 & 28.

Table 27: List of Plant for green belt development












pollution







Page

75 of F-IA







16. Ixora arborea -

17. Lagerstroemia parviflora Phurush Air pollution










Table 28: Shrubs and Roof Top Plants for Greenbelt Development











Page

76 of F-IA





6. Tabernaemontana

divaricata


7. Abutilon indicum Atibalaa/peeli Booti Air pollution









Plants For Roof Top








Source: Guidelines for Developing Greenbelts, CPCB, 2000

Operational Phase: The green area should be properly maintained and dead plants

should be regularly replaced.






Page

77 of F-IA



Fauna

There are no impacts on the faunal population in the study area and hence no mitigation

measures are.

Socio-Economic Environment

Safety: Adequate Fire Extinguishers is available for emergency situations. HT and LT

panels would be protected with manually operated CO2 protection system. According to

NBC code, 2005 project is in H categories hence Automatic sprinklers are being installed in

the entire building. Portable fire extinguishers shall be provided at strategic locations.

Automatic fire detection system i.e. smoke/ heat detection system shall be provided in the

buildings at appropriate places. The system will be connected to the fire alarm system.

An emergency intercommunication system should be installed for the entire complex. The

control room / security room with communication system to all floors and facility for

receiving message from different floors will be provided at entrances on ground floor.

Health Care: The workers have been provided with facilities such as safe drinking water

and mobile toilet. They have been provided with medical aids at site.

Other Suggested Measures

Traffic Management

During operation phase proper traffic management and adequate parking facilities will be

provided to mitigate the traffic noise. The warehouse Project is adjacent to NH-8. The

internal road connects the site to the Service road which ultimately connects to NH-8.

Within the site, there is a 3 m wide open pathway will be developed.

Conservation of Resources






Page

78 of F-IA



Awareness shall be created amongst the residential staff/Day boarder worker for

conservation of electricity. The project will follow the U-factors and R-factors related to

the building envelopes.

Risk Assessment & Disaster Management

The project involves installation of various structures and machineries that may pose

serious threat to the occupants in case of an accident. It is thus considered necessary to

carry out a risk assessment and disaster management plan for the project. It is attempted

to plan and constructed the building/Godown following all safety norms. However, it is

not always possible to totally eliminate such eventualities and random failures of

equipment or human errors. An essential part of major hazard control has therefore, to be

concerned with mitigating the effects of such emergency and restoration of normalcy at

the earliest.

The overall objective of an Emergency Response Plan (ERP) is to make use of the

combined resources at the site and outside services to achieve the following:

To localize the emergency and if possible eliminate it;

To minimize the effects of the accident on people and property;

Effect the rescue and medical treatment of casualties;

Safeguard other people;

Evacuate people to safe areas;

Informing and collaborating with statutory authorities;

Initially contain and ultimately bring the incident under control;

Preserve relevant records and equipment for the subsequent enquiry into the cause

and circumstances of the emergency;

Investigating and taking steps to prevent reoccurrence.






Page

79 of F-IA



The ERP is therefore related to identification of sources from which hazards can arise and

the maximum credible loss scenario that can take place in the concerned area. The plan

takes into account the maximum credible loss scenario - actions that can successfully

mitigate the effects of losses/ emergency need to be well planned so that they would

require less effort and resources to control and terminate emergencies, should the same

occur.

Main hazards identified for the project include hazards pertaining to fire in building,

earthquake and LPG leakage and an ERP pertaining to these is described in the following

section.

Response in case of Earthquake: Procedure for Occupants

If indoors:

Take cover under a piece of heavy furniture or against an inside wall and hold on.

Stay inside: The most dangerous thing to do during the shaking of an earthquake is to

try to leave the building because objects can fall on you.

If outdoors:

Move into the open, away from building, streetlights, and utility wires. Once in the

open, stay there until the shaking stops.

If in a moving vehicle:

Stop quickly and stay in the vehicle. Move to a clear area away from buildings,

trees, overpasses, or utility wires. Once the shaking has stopped, proceed with

caution.

Avoid bridges or ramps that might have been damaged by the quake.

After the quake






Page

80 of F-IA



After the quake be prepared for aftershocks

Although smaller than the main shock, aftershocks cause additional damage and may

bring weakened structures down. Aftershocks can occur in the first hours, days, weeks,

or even months after the quake.

Help injured or trapped persons

Give first aid where appropriate. Do not move seriously injured persons unless they

are in immediate danger of further injury. Call for help.

Remember to help those who may require special assistance- the elderly, and people

with disabilities.

Stay out of damaged buildings.

Use the telephone only for emergency calls.

Response Procedure for Emergency Team

Formulate an Emergency Response Team for earthquake response.

Using the public address system, inform residents of response procedures discussed

above.

Inform the necessary authorities for aid.

Ensure no person is stuck beneath any debris, in case of a structural failure.

Ensure that all occupants standing outside near the building are taken to open areas.

Ensure that the first aid ambulance and fire tender vehicles are summoned if

necessary.

Inform the nearby hospitals if there are any injuries.

Check the utilities and storage tanks for any damage.

Response for LPG Leakage






Page

81 of F-IA



There will be 235 residential stays in warehouse premises; hence each resident should

have awareness towards precaution in case of LPG leakage.

The affected area should be evacuated and cordoned off immediately.

Initiate an Emergency Response Team for LPG leakage.

Shut down the main valves in the gas bank.

Ensure that only concerned personnel are present in the affected area and all other

personnel and visitors are moved to the nearest assembly points.

Rescue trapped personnel, also check if any personnel are unconscious in the area and

immediately move them outside and provide first aid. Ambulance should be

summoned to take injured personnel to the nearest hospital.

Personnel in the nearby buildings to close all doors and windows to prevent entry of

the leaked gas.

Source of leakage to be traced and isolated from all the other areas. And if required use

pedestal fans to bring down the gas concentration.

Fire Fighting System

The fire safety measures to be adopted in the project are given in Clause 9.10 of Form IA.

Response In Case of Fire

Required response during in the event of a fire shall be described in signs located in

the building.

On sighting a fire, it shall be immediately informed to the environment manager giving

the exact location and type of fire in detail.

Initiate the Emergency Response Team for fires

If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher.

Guide the Emergency Response Team staff to the emergency assembly point.






Page

82 of F-IA



The Emergency Response Team shall immediately inform the nearest dispensary and

security force. If required a fire tender shall be summoned.

The response team shall immediately move to the point of fire and take all necessary

steps to stop the fire. If the fire is not controllable and spreads then the manager in

charge shall inform the district authorities and call for external help.

The Emergency Response Team will provide immediate relief to the injured residents

at the scene of incident. Any injured persons shall be evacuated on priority to the

dispensary or one of the nearest hospitals based on their condition.

Instructions for occupants

Get out of buildings as quickly and as safely as possible.

Use the stairs to escape. When evacuating, stay low to the ground.

If possible, cover mouth with a cloth to avoid inhaling smoke and gases.

Close doors in each room after escaping to delay the spread of the fire

If smoke is pouring in around the bottom of the door or if it feels hot, keep the door

closed.

Open a window to escape or for fresh air while awaiting rescue.

If there is no smoke at the bottom or top and the door is not hot, then open the door

slowly.

If there is too much smoke or fire in the hall, slam the door shut.

Stay out of damaged buildings.

Check that all wiring and utilities are safe.






Page

83 of F-IA



Environmental Monitoring Plan

The purpose of the monitoring programme is to ensure that the specified mitigative

measures defined in the EMP are complied with and leads to the desired benefits for the

target area and its population. To ensure the effective implementation of the EMP and to

gauge the efficiency of the mitigative measures, monitoring will be undertaken both

during the construction and operation period of the project.

Table 29: Environment Monitoring Plan

During Operation Phase

S N Particulars Source Parameters Plan of Action

1 DG set

emission

DG stacks PM, SO2, NOX and

CO

Once in six months

or as per SPCB

2 DG set noise At 0.5 m outside DG

room

Noise level Once in six months

or as per SPCB

3 STP

performance

Inlet and outlet pH, TSS, BOD, COD,

Oil & Grease

a) Once in a season

or as per SPCB for

compliance.

b) Once a week for

performance

monitoring.

4 Ambient air

quality

At 4 locations in and

around the project

site

PM10, PM2.5, SO2,

NOx and CO

Once in six months

or as per SPCB

norms.

5 Ambient Noise At 4 locations in and

around the project

site

Day and night

equivalent noise

level

Once in a season or

as per SPCB norms.






Page

84 of F-IA



EENNVVIIRROONNMMEENNTTAALL MMAANNAAGGEEMMEENNTT PPLLAANN CCOOSSTT AANNAALLYYSSIISS

Table 30: EMP cost Analysis

EMP Cost

S.

No.

Items Capital Investment

(in Lakhs)

Recurring Cost (in Lakhs)

a. Air Pollution Control Measures (Cost investment in Stack)

2 0.4

b. Water Pollution Control Measures (cost investment in STP)

20 1

c. Noise Pollution Control

Measures (cost of Acoustic

enclosure and Muffler/Silencer)

0.3 0.2

d. Monitoring 2 0.5

e. Rain Water Harvesting 12 0.6

f. Green Belt 7 1

g. Fire Management 5 0.8

h. Miscellaneous 5 2

Total 53.3 6.5




PPRRIIVVAATTEE LLIIMMIITTEEDD Page

85 of CP

EENNVVIIRROONNMMEENNTT CCOONNSSUULLTTAANNTT:: EENNVVIIRROOCCAARREE TTEECCHHNNOOCCRRAATTSS

PPVVTT.. LLTTDD..

CCOONNCCEEPPTTUUAALL PPLLAANN

IINNTTRROODDUUCCTTIIOONN

India Land And Space Logistics Private Limited is a private company registered on

13/09/2004. Its registered office is situated at 11098-b East Park Road New Delhi-

5, Delhi, India. Project provide warehousing facilities/logistics services to all

including third and fourth party logistics packaging solution and customs clearing

facilities, examination of cargo and assessment to provide custom bonded

warehouse and to provide clearance of air export cargo, sea export/import/custom

clearance. CLU has been granted for storage of Non Agro Products only.

The type of the products to be stored in project is given below:

1. Automotive-Spare parts accessories.

2. Readymade garments.

3. Cosmetics products

4. Finished Electronic goods

5. Import/Export goods except any hazardous material

6. Consumer Durables

7. Non-Explosive Industrial Goods

India Land & Space Logistics Pvt. Ltd. is looking for Environmental Clearance. This

project has already been constructed, prior to Environmental Clearance due to

unawareness of EIA Notification, 2006, therefore admits violation against

Notification, now we are for seeking environmental Clearance, and although all the

basic facilities and safety measures including environmental norms has been taken

under consideration viz.

Rainwater Harvesting Pits

Setback, Wide road

STP installation etc.

88((AA)) CCOONNCCEEPPTTUUAALL PPLLAANN

((AASS PPEERR EENNVVIIRROONNMMEENNTT IIMMPPAACCTT AASSSSEESSSSMMEENNTT NNOOTTIIFFIICCAATTIIOONN,, 22000066 AAMMEENNDDEEDD TTOO DDAATTEE))

PPRROOJJEECCTT PPRROOPPOONNEENNTT:: IINNDDIIAA LLAANNDD AANNDD SSPPAACCEE LLOOGGIISSTTIICCSS PPVVTT..

LLTTDD.. Page

86 of CP


PPVVTT.. LLTTDD..

TTYYPPEE OOFF PPRROOJJEECCTT

The project is a construction project falls under Category 8(a) of Building and

Construction Project (As per EIA notification dated 14th September 2006 and

amended to the date) and involves environmental clearance as built-up area of the

warehouse project is >20,000 m2, on the basis of Form 1, Form 1A and Conceptual

plan, along with the necessary annexures as Checklist provided by SEIAA, Haryana.

This project is independent and does not link with any other project/s which

attracts directly or indirectly any provisions of schedule of EIA notification

2006 amended to date.

LLOOCCAATTIIOONN && LLIINNKKAAGGEESS

The site is located in Binola Village, District Gurgaon, and Haryana State. NH-8 is

adjacent to Project site connected through service road. The location of the project

is present in Table 1.

Table 1: Latitude and Longitude of the Project Site

S. No. Description of Point Latitude Longitude

1. East Corner of Project Site 28º18'09"N 76º52'47"E

2. West Corner of Project Site 28º18'17"N 76º52'39"E

3. North Corner of Project Site 28º18'19"N 76º52'43"E

4. South Corner of Project Site 28º18'06"N 76º52'40"E

Source: Site visit by Team.

Coordinates of the project site is shown in Table-1. However, Google image of

500m radius and on 2 km, 5 km, and 10 km topo-map is attached as ANNEX 1 (a, b

c& d). The site is about 10.23 km from Taj-Nagar Railway Station in NNW direction

and 32.36 km from IGI Airport in NE direction. The surrounding features of the

project site are presented in Table 2.

Table 2: Surrounding Features of the Project Site





87 of CP


PPVVTT.. LLTTDD..

S.

No.

Surrounding Features Aerial Distance & Direction from the

Project Site


2 Bilaspur Khurd Village 1.7 km(SW)

3 State Highway 26 (SH-26) 2.0 km (NEE)

4 Delhi-Jaipur

Expressway(NH-8)

Adjacent (N)

5 Taj-Nagar Railway Station 10.23 km (NE)

Source: (I) Site Visit by Team (II) Satellite Imagery of Project Area, Google earth Inc., USA

SSIITTEE SSEELLEECCTTIIOONN && AALLTTEERRNNAATTIIVVEESS

The Project is a Warehouse complex. The land for warehouse was purchased in

2004; Sale Deed is attached as Annexure-2. Initially the land was Agricultural land

and Change in Land Use certificate was granted by Directorate of Town and Country

Planning Department (DTCP), Haryana vide memo number G-1961-JE (S)-

2011/6523 dated 05.09.2011 for two years and CLU was renewed vide memo

number G-1961-JE (S)-2013/53994 on 11.10.2013 for another one year. Zoning

plan for the same is approved vide drawing number DG,TCP 2725 dated 02.09.2011

and Building Plans have been approved from DTCP vide memo number G-

1961/JD(BS)/2011/296 dated 03.01.2012.

The proponent has planned to provide basic amenities such as sanitation, adequate

water supply, Adequate Parking Facility, wide road to easy movement of vehicles, as

well as fire safety vehicles, and power to the Warehouse Complex. The site is well

connected through Delhi-Jaipur Highway.

PPRROOJJEECCTT MMAAGGNNIITTUUDDEE

The Warehouse complex has been over net area of 32,412.52 m2 (As per CLU) with

28,666.79m2 built-up area. 7,609.83 m2 for Road widening and 10,385.88 m2 areas




LLTTDD.. Page

88 of CP


PPVVTT.. LLTTDD..

left for Green Belt development (60 m wide greenbelt) was already excluded from

CLU. Development of greenbelt has been planned over an area of 4864.15 m2.

DDEESSCCRRIIPPTTIIOONN OOFF TTHHEE PPRROOJJEECCTT

The Project is a warehouse complex. Area was vacant land and has been converted

into warehouse. The plot has been developed into warehouse over an area of

32,412.52 m2 with 28,666.79 m2 buildup area with ground coverage 16,101.31 m2

covering an area about 49.7%. The break-up of land use and Salient Features of

the Projects present in Table 3.

Table 3: land use of Project with salient Features

S.NO Description Area in Acre Area in m2

As per Sale Deed

1. Plot Area 50,408.23

2. Area under road widening

(excluded from CLU and used in

service road)

7,609.83*

3. Area under 60 m green belt

(excluded from CLU, green belt

under preparation)

10,385.88

As per CLU

4. Net Plot Area as per CLU 8.01 32,412.52

5. Permissible FAR (75%) - 24,309.39

6. Achieved FAR (74.9%) - 24284.54

FAR Area Far Area (total

Blocks)

Block A - 1778.051

Block A 1 - 3636.22

Block A 2 - 3782.1

Block B - 4384.633

Block C - 10703.543

Total FAR Area 24284.54





89 of CP


PPVVTT.. LLTTDD..

for All Blocks

Non-FAR Area 7. Mumuty Area (Non-FAR Area) - 20.49

8. Machine room (Non-FAR Area) 63.4

9. Basement

Area

(Total Blocks)

Block A 611.26

Block A-1 Nil

Block A-2 Nil

Block B Nil

Block C 3687.08

Total Non-FAR Area (7+8+9)

4382.24

10.

Ground Coverage Permissible.

(60%) on Plot Area

- 19,447.512

11. Ground Coverage Achieved

(49.7%)

4.04 16101.31

10. Permissible Parking Area @15% of

Net Plot Area

- 4861.8

11. Achieved Parking Space( Surface

Parking, 15% of plot area)

1.21 4864.8

Total Non- Far Area - 4382.24

12 Total Built-Up Area (FAR + Non

FAR)

- 28666.79

13. Green Belt Area

Landscape Area on Net Plot Area 0.55 2228.19

Greenbelt development on Roof

top(61.3% of 4293 m2 roof area

blocks A&C)

2635.96

Total (Greenbelt Area) - 4864.15 (15 %)

16. Area Given for Internal Roads 2.278 9218.22




LLTTDD.. Page

90 of CP


PPVVTT.. LLTTDD..

Features

17. Number of PCUs 195

18. Tallest Building Height 15 m

19. Power Load 250 kW

20. DG Set 3 (1x180 kva, 1x160 kva, 1x62.5 kva)

21. Total Water Demand 70 KLD

22. Total Waste Water generation 65.7 KLD

23. STP 1 (75 KLD Capacity)

24. Total Solid Waste Génération 302 Kg/Day

25. Number of Rainwater Harvesting pit

4 recharge pits with double bore

26. Project Cost 17.80 Cr

Source: India Land & Space Logistics Private Limited

*Land is acquired by Government for service road

PPOOPPUULLAATTIIOONN DDEENNSSIITTYY

The detailed population breakup including Staff members as well as visitors is given

in the Table 4.

Table 4: Population Break-up

S. No. Unit Type Total Population

1 Staff (Permanent resident) 235

2 Staff (Day Boarder) 500

3 Visitors 450

Total Population 1135

WWAATTEERR CCOONNSSUUMMPPTTIIOONN

Operation Phase: It is estimated that the total water demand during the operation

phase will be 70 KLD. The Fresh water requirement is calculated to 18 KLD,

whereas treated water in the tune of 52 KLD will be used for the irrigation,

landscaping, Flushing through Dual Plumbing Pipelines, DG Set cooling. The fresh





91 of CP


PPVVTT.. LLTTDD..

water demand will be met by the Development Authority Supply Water. The water

requirement for the project is given below in Table 5.


S.

N

o.

Descriptio

n

Area in

m2

(Total)

Total

Occupancy

Rate of

water

demand

(lpcd)

Fresh Water in KLD

Treated Water in KLD

Total

water

requireme

nt (KLD)

1. Permanent Resident

235 135 9.51 22.20 31.725

2 Staff/work

er

500 45 6.75 15.75 22.5

3 Visitors 400 15 1.8 4.2 6

Total Domestic Water Requirement (1 + 2+3) 18.06 (Say 18)

42.15 (Say 42)

60.2 (Say 60)

4 Horticultur

e and

Landscape

4864.15

1.5 lit/m2

0 7 7

5 DG Sets Cooling* (1 X 180, 1x160 & 1x62.5 KVA)

0.9 l/KVA /hr

- 2.8 2.8

Total Water Requirement (1+2+3+4+5) 18 51.8 (Say 52)

69.8 (Say 70)




LLTTDD.. Page

92 of CP


PPVVTT.. LLTTDD..

Source: (i) India Land & Space Logistics Pvt. Ltd. (ii) Manual on norms and standards for environment clearance of large construction projects, Ministry of Environment and Forests, Government of India (iii) National Building Code of India, 2005, Bureau of Indian Standards, New Delhi.

Figure 1: Water Balance Diagram

WWAASSTTEEWWAATTEERR TTRREEAATTMMEENNTT && DDIISSPPOOSSAALL

Operation Phase: Approximately 57 KLD of Sullage will be generated from the

Project. The sewage Treatment Plant of 75 KLD is to be constructed within the

campus (Table 6).





93 of CP


PPVVTT.. LLTTDD..


S. No.

Description Total

Population

Fresh water requirement

(KLD)

Treated Water

Requirement (KLD)

Flow to STP @ 80 % of

Fresh Water and

100% of Recycled

water) (KLD)

Sewage Treatment

Plant

a Permanent Resident

235 9.51 22.20 31.7

75 KLD Capacity Based on TBR Technology

b Visitors 400 1.8 4.2 5.64

c Day Boarders

500 6.75 15.75 21.15


e DG Set cooling

- - 2.8 Nil

Sub Total (Say) 18 42 56.59 (Say 57)

Source: India Land and Space Logistics Private limited

Sewage Treatment Plant: The sewage Treatment Plant (STP) of 75 KLD based on

TBR technology is to be constructed within and earmarked place in the warehouse

complex. The treated wastewater will be used for flushing, irrigation and Generator

cooling purposes. There will not be any incremental pollution load on nearby

surface water bodies due to project. Table 7 shows the expected characteristics of

generated wastewater from project.

Table 7: Characteristics of Wastewater and Treated Wastewater

Parameters

Value Expected wastewater

characteristics Treated wastewater characteristics (TBR

Technology)

pH 7.5-8.5 6.0-8.5

BOD 250- 450 mg/l Less than 10 mg/l

Suspended solids 250-400 mg/l Less than 20 mg/l




LLTTDD.. Page

94 of CP


PPVVTT.. LLTTDD..

COD 600-800 mg/l Less than 60 mg/l

Oil and grease 50-100 mg/l Less than 10 mg/l

Detergents 50-100 mg/l Less than 10 mg/l

Efforts will be made to achieve much better standards than mentioned above as

project is proposing tertiary treatment also.

The TBR (Turbo Bioreactor) is an advanced MBBR biofilm technology is based on

specially designed plastic biofilm carriers or bio carriers that are suspended and in

continuous movement within a tank or reactor of specified volume.

Process Description: An aeration grid located at the bottom of the reactor supplies

oxygen to the biofilm along with the mixing energy required to keep the bio carriers

suspended and completely mix within the reactor. Treated water flows from reactor

through a grid or a sieve, which retains the MBBR bio carriers in the reactor.

Depending on the wastewater, the reactors are equipped with special spray nozzles

that prevent excessive foam formation.

This has the following advantages:

The process has long retention time and can absorb shock load situation.

The process produces a well oxidized sludge in small quantities only, which can

be discharged to tankers by sludge transfer pump

Skid Mounted and Ready to use plant.

Simple Operation

Effective Biological System

Minimal Manpower

Long Service Life

Waste water from the warehouse building shall flow into a grit chamber to remove

settling grit. Over flow from the grit chamber shall come to a sump chamber

constructed as an integral part of the package sewage treatment plant. A bar screen

shall be provided at the inlet point in the sump and the waste water will flow





95 of CP


PPVVTT.. LLTTDD..

through this bar screen into the sump. The bar screen shall be so designed that it

can be cleaned manually from the top of the sump. Two submersible solid handling

pumps shall be provided in the sump to pump the collected waste water to the

aeration chamber. These pumps shall have the capability to handle effluent with

solids upto 40 mm size. A flow regulator box shall be provided to regulate the flow

in the aeration tank. Automatic level controller shall be provided in the sump to

turn the pump off at the low water level in the sump and to automatically start the

pump when water level is high. In case the water level in the sump continues to

increase (pump out of order), the stand by pump will start and a high level alarm

shall come on, indicating pump problem. Submerged air diffusers shall also be

provided in the sump to keep the suspended solids in suspension and to prevent the

sewage from turning septic.

Waste water from the flow regulating box shall flow into the aeration tank, where it

shall be mixed with activated sludge (Mixed Liquor Suspended Solids) in presence

of air introduced through submerged air diffusers. The aeration system shall be

designed in a way so as to achieve complete mixing of activated return sludge with

raw sewage. Foam control system (Special Spray Nozzles) shall be provided in the

aeration tank to keep foaming under control.

From the aeration tank this mixed liquid shall pass into the secondary clarifier.

Through the use of baffles the liquid in the clarified tank shall be maintained in a

quiescent condition which shall allow the solids to settle to the bottom for

collection. The accumulating solids known as “Sludge” shall be constantly pumped

from the clarifier tank bottom to the aeration tank. This return sludge shall undergo

further digestion in the aeration tank and shall also provide the active organisms

needed to digest the incoming raw sewage. A skimmer system shall be provided at

the surface of the secondary classifier to continuously skim the surface and to pump

the skimming back into aeration tank. The clarifier shall also have an adjustable




LLTTDD.. Page

96 of CP


PPVVTT.. LLTTDD..

overflow weir to collect the treated effluent and a scum baffle shall keep any

floating matter from passing out with the final treated water. Treated water from

the secondary clarifier shall over flow into adjoining mixing tank where alum shall

be added. Mixing shall be provided by air diffusion. From the mixing tank water

shall flow by gravity into an adjoining baffled treated water tank shall have volume

sufficient to store treated waste water for one day storage. The treated, disinfected

water shall then be passed through a multigrade filter and UV unit then stored and

reused as makeup water for cooling towers for air-conditioning & DG Sets for

flushing and for external horticulture. Excess sludge from the bottom of the clarifier

shall be passed into an adjoining aerobic digester cum thickener tank. In this tank,

sludge shall be aerated. Air shall be shut off periodically and separated water shall

be pumped back into the aeration tank. This way the sludge shall be thickened and

its volume reduced. The sludge digester cum thickener tank shall be sized to hold

excess sludge production of at least three months. Submersible solids handling

pump with flexible hose connection shall be supplied to pump the sludge out into

tanker on required basis.

RRAAIINNWWAATTEERR HHAARRVVEESSTTIINNGG

The rainwater harvesting will help in raising the ground water table. As such, the

Ground water extraction is not envisaged for this project.

Water Harvesting: The roof top rainwater harvesting through recharge pit process

will be used for the recharge of the water at the project site. The quantity of annual

harvested rainfall at the project site at present is 12962 cum. The annual rainfall

recharge capacity at the project site will be 12962 cum. Peak hourly rainfall has

been considered as 45 mm/hr for designing of rainwater harvesting pit. 4 recharge

pits with double bore of radius 3.5 m and depth 4 m are proposed, out of which

3 have already been constructed for harvesting rainwater, Mesh will be provided at

the roof so that leaves or any other solid waste/debris will be prevented from

entering the pit. Rainwater from roofs will be taken to collection/desilting

chambers located on ground. These collection chambers are interconnected to the





97 of CP


PPVVTT.. LLTTDD..

filter pit through pipes. The filter pit will be circular in shape and will be back-filled

with graded material, boulder at the bottom, gravel in the middle and sand at the

top. The final disposal of storm / rain water shall be in multiple recharge / rain

harvesting pits as per MOEF guidelines to recharge the ground water. The water

collected will be used for replenishing the ground water aquifers and creating

surface storages for utilization in non-rainy season (Table 8).

Table 8: Annual Recharge Potential (After Construction)

Sl. No.

Description Coefficient Area (m2) Average annual

rainfall (m) Quantity

(cum/year)

1 Roof top 0.8 13465.35 0.6 6463.37

2 Paved 0.7 14083.02 0.6 5914.8684

3 Vegetation 0.2 4864.15 0.6 583.698

Annual Recharge Capacity 12962

Source: India Land & Space Logistics private limited. & CGWB

SSTTOORRMM WWAATTEERR DDRRAAIINNAAGGEE

A detailed “Storm Water Management” has been developed. This will incorporate

best management practices which will include following:

Regular inspection and cleaning of storm drains.

Clarifiers or oil/water separators shall be installed in all the parking areas.

Cover waste storage areas.

Avoid application of pesticides and herbicides before wet season.



Preparation of spill response plans, particularly for fuel and oil storage areas.

Provision of slit traps in storm water drains

Good management in the above areas.




LLTTDD.. Page

98 of CP


PPVVTT.. LLTTDD..

Calculations for storm water load

Roof-top area = Ground Coverage = 16101.31 m2

Total Green Area = 2228.19 m2+ 2635.96(Roof top Green Area) = 4864.15

Paved Area = Net Plot Area – (Ground Coverage Area + Green area)

= 32,412.52 – (16101.31 + 2228.19 m2)

= 14083.02 m2

Runoff Load

Net Roof-top Area = (Roof Top – Roof Top Green Area) x 0.045 x 0.80

(16101.31 – 2635.96) × 0.045 × 0.80

= 13465.35× 0.045 × 0.80 m3/hr

= 484.75 m3/hr

Green Area = Landscape area + Roof Top Green

= (4864.15) × 0.045 × 0.20

= 43.7 m3/hr

Paved Area = 14083.02 × 0.045 × 0.70

= 443.6 m3/hr

Total Runoff Load = 484.75 + 43.7 + 443.6 m3/hr

= 972.14 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 972.14 / 4

= 243 m3

Taking the effective Dia and depth of a Recharge pit 3.5 m and 4.0m respectively,

Volume of a single Recharge pit = π r2h = 3.14 × 1.75 × 1.75 × 4 = 38.46 m3

Hence No. of pits required = 269 / 38.46 = 6.3 Pits say 7pits.

Total of 4 Rain Water Harvesting pits with double bore (as 1 Pit per Acre) are

proposed for artificial rain water recharge within the project premises, out of which

3 have been constructed.

All the drains are underground and covered or open drain channel with gratings.





99 of CP


PPVVTT.. LLTTDD..

PPOOWWEERR RREEQQUUIIRREEMMEENNTT

Construction Phase: During construction phase, total power requirement was

estimated to be around 62.5 kva (120 kW). The supply has been met by DG set.

Operation Phase: During operation phase, total power requirement is estimated to

be around 250 kW, sanction by Dakshin Haryana Bijli vitran nigam limited vide

memo no.1031 dated 25 February, 2014.

Table 9: Power Requirement Construction and Operation Phase


Power requirement 62.5 kva (56 kw) 250 kw


Sanction by Dakshin Haryana Bijli vitran nigam limited, vide office memo no. 1031 dated 25 February, 2014. Attached as annex V.

Back-up power supply

- 3 Number of DG sets (1x180 kva, 1x160 kva, 1x62.5 kva).

Source: India Land & Space Logistics Private limited

DDGG SSEETT IINNFFOORRMMAATTIIOONN::

During operation power back-up will be provided by the 1 nos. of DG sets of 180

kva , 1 nos. of DG sets of 160 kva , 1 nos. of DG sets of 62.5 kva.. Pollution load has

been calculated assuming that DG sets will be operated for 8 hours per day and low

Sulphur (max. 0.5%) content diesel will be used as fuel. Stack height of the

individual DG set has been considered as 18 m (15 m of building height + 3m of

stack height). Table 10 shows the pollution load due to operation the DG Set




LLTTDD..

Page 100 of

CP


PPVVTT.. LLTTDD..

Table 10: DG Set Emission Statement

PPAARRKKIINNGG NNEEEEDDSS

Table 11: Parking Area Statement

As per MoEF Norms.


=24,284.79/250

=97


Parking as per Haryana Norms = This Should be 15% of plot area = 4,861.8 m2.

Parking:

Total Parking proposed (Surface parking @ 15 % of the plot area) = 4,864.8 m2.


Source: Space Standards for Car Parking as per Building Regulations for Gurgaon

S. No.

Parameter Unit

Value

180 kva 160 kva 62.5 kva

1 No. of DG Set Nos. 1 1 1

2 Capacity of each DG Set kw 162 144 56.25

3 No. of Stack Nos. 1 1 1

4 Height of each Stack m 18m (15 m of building height + 3 m

of stack height)

5 Flue gas Temperature °K 502 502 502

6 Velocity of Flue Gas m/s 21.3 21.3 21.3

7 Emission Details of each DG set at Full load (8 hr. operation)

A PM @ 0.3 g/KW-hr g/s 0.004 0.003 0.001

B SO2 @ 0.5% Sulphur in Diesel

g/s 0.032 0.028 0.011

C NOX @ 9.2 g/KW-hr g/s 0.122 0.109 0.109

D CO @ 3.5 g/KW-hr g/s 0.046 0.041 0.0162





Page 101 of

CP


PPVVTT.. LLTTDD..

TTRRAAFFFFIICC MMAANNAAGGEEMMEENNTT

As Project is warehouse project, therefore, extra care should adopt and must be

manage physical environment, load shifting equipment and workers/staff, to

decrease the chances of accident hence require a proper traffic management.

Proper Traffic Management adopted on the account of:

Easley vehicular Movement: a proper and adequate road width minimizes the

traffic gathering in the warehouse premises. The best way of the minimization of

vehicular gathering is two-lane internal road with bell shaped entry and exit point.

warehouse is adjacent to National highway 8 therefore this type of internal road

facilities will not affect the external vehicular movement. There is also 60 m road

area left for ultimate connection to National Highway.

Barricades/Barriers/Bollards: use barricades to separate access path for vehicles

and pedestrian. With the help of barriers, protect other vulnerable equipment, pits,

DG Sets, and other area where Staff works. Also the barriers at the entry point

prevent pedestrians from walking into the path of oncoming or passing vehicles.

With the help of Bollards separate Loadshifting equipment Parking or recharge

area.

Loadshifting Equipment: with designate ‘no go’ zones for both Loadshifting

equipment and people based on their movements, braking distance, stability and

loads handled minimize the accident. Conduct daily pre-operational checks of

brakes, fitted seat belts, lights, warning devices, steering, tires, controls, horn, mast

and hydraulics, chains, hand brake, load capacity plate and falling object protection

is best practice to minimize the accident.

Traffic Sign/line mark: all loads shifting equipment carries reflective markings

and pedestrians within vehicle access areas to wear high visibility clothing or

reflective vests minimize the Accident. Similarly the accident prone zone, Electricity

cable line zone, must be earmarked and where require must be tag “Warning Zone:




LLTTDD..

Page 102 of

CP


PPVVTT.. LLTTDD..

Training and Awareness: operators of Loadshifting equipment are

adequately trained and licensed where required. Also do not allow the person other

than operators of concern Equipment/Vehicles and other machinery. Every

Employee, Cargo /Vehicles driver must have awareness towards Traffic

Management. If require, proper training should provide to Staffs and other directly

or indirectly link to the warehouse.

External Traffic Management

1. With the Installation of traffic-calming devices , reduces the speed of

vehicles, especially for approaching pedestrian or Loadshifting equipment

operating zones

2. With the proper line marking on the ground such as parking lane, Driver

safe zone, loading and unloading zone minimize the gathering of vehicles

and minimize the accident.

3. Breaker/Barrier installation at entry point from main road also reduces

the speed of vehicles.

4. Clearly mark the Right of way, Danger zone, Warning Sign for

minimization of accident.

SSOOLLIIDD WWAASSTTEE MMAANNAAGGEEMMEENNTT

Small Paved areas with spill collection pits will be constructed for the interception

of oils and grease. Separate areas will be designated for fresh and used oils. The

used oils will be sold to SPCB/ MoEF Authorized recyclers.

During the operation phase: As per the manual on municipal solid waste

prescribed by the Central Public Health and Environmental Engineering

Organization (CPHEEO), the quantity of solid waste will be 301.9 (Say 302) kg/day.

The solid waste will comprise biodegradable waste e.g. domestic waste,

horticultural waste etc. and recyclable waste, like plastic, paper etc. (Table 14). For





Page 103 of

CP


PPVVTT.. LLTTDD..

estimating the quantum of waste following assumptions are taken into

consideration.

Table 12: Solid waste generated from Operation Phase

Description Quantity (kg/day)

1. Permanent staff [email protected] kg/cap/day 117.5

2. Day Boarder Staff [email protected] kg/cap/day 125

3. Visitor 400@ 0.1 kg/cap/day 40

4. Landscape [email protected] kg/cap/day 19.5

Total 301.9 (Say 302)

Source:

Twin bin waste collection system will be used within the complex – green bins

for biodegradable wastes and blue bins for non biodegradable wastes will be

provided.

Litter bin will also be provided in open areas like Greenbelt Area etc.

Personnel engaged in the collection, segregation and composting will be trained

and demonstrated to make them proactive and efficient in the solid waste

management practices.

The waste shall be handled according to Municipal Solid Waste (Management

and Handling) Rules 2000.

Bio-medical wastes to be generated from the First Aid center, shall be handled

as per the Biomedical wastes (management and Handling) Rules, 2003. These

wastes will not be stored or disposed with other municipal wastes and stored at

the facility for no more than 24hours.

Hazardous Wastes (Management, Handling and Transboundary Movement)

Rules, 2008 will be strictly followed.





LLTTDD..

Page 104 of

CP


PPVVTT.. LLTTDD..

Horticultural waste which will be collected at the secured location such that it

will not hinder daily activity schedule or washed away by the surface run off

causing choking of drains, etc. and will be separately disposed off along with

biodegradable waste.

FFIIRREE SSAAFFEETTYY

Adequate firefighting arrangements have been provided in the Warehouse

Complex. The fire fighting arrangements provided in the complex is given below:


Provision of separate fire hydrant pipe

Provision of Overhead water storage tank

There is provision of firefighting pumps

Smoking is prohibited in warehouses and “No smoking” signs are tagged in

Warehouse premises

The heat insulating material has been used in construction of blocks

The detailed Disaster Management Plan is given as Enclosure I.

GGRREEEENNBBEELLTT DDEEVVEELLOOPPMMEENNTT

Construction Phase. During the construction period, it has been ensured that there

was no exploitation of trees in and around the project especially for obtaining fuel

wood by the workers.

Operational Phase: An area of 2,228.19 m2 has been identified for greenbelt

development. In addition to 2,228.19 m2 green belt area, 2635.96 m2 of green area

is proposed on the roof top therefore total green belt area will be increase to

4,864.15 m2 (15 %)The green area should be properly maintained and dead plants

should be regularly replaced.

Greenbelt Development: The following plants species are suggested for plantation

is as given in Table 13 & 14.





Page 105 of

CP


PPVVTT.. LLTTDD..

Table 13: Trees for Greenbelt Development












pollution






16. Ixora arborea -

17. Lagerstroemia

parviflora

Phurush Air pollution









LLTTDD..

Page 106 of

CP


PPVVTT.. LLTTDD..





Source: Landscape Consultant: Greenthums, Guidelines for Developing Greenbelts, CPCB, 2000

Table 14: Shrubs for Green Belt Development







6. Tabernaemontana

divaricata


7. Abutilon indicum Atibalaa/peeli

Booti

Air pollution









Plants For Roof Top







Page 107 of

CP


PPVVTT.. LLTTDD..







Guidelines for Developing Greenbelts, CPCB, 2000

CCOONNSSTTRRUUCCTTIIOONN MMAATTEERRIIAALL

Wind Velocity, Seismicity, Rainfall of Region, has been taken in consideration

during Warehouse design. Only IS approved building materials has been used for

construction. Construction materials have been selected based on their thermal and

combustible characteristic. The quantity of construction material required is

presented in Table 15. The additional considerations are as under:

The major materials required for construction of the project will be Plywood,

Tin Shelter, Sand, steel, cement, bricks, metal, stones, electrical fittings, water,

etc.

All the items to be used in the project will be as per the national building code

specification. If the building materials with high-embodied energy are locally

available, it will be used in construction.

Table 15: Construction Material Requirement

Sl.

No

Details of Material Approx. Quantity

1 Brick Work 0.45 MT*

2 Concrete 0.23 MT

3 Steel 0.21 MT

4 Stone Aggregate 0.23 MT




LLTTDD..

Page 108 of

CP


PPVVTT.. LLTTDD..

5 Sand 1.428 MT

6 Cement 1.929 MT

7 Fire resistant Plywood 0.0002 MT

8. Tin Shelter 0.0001 MT

Source: India land & Space Logistics Private Limited. * Million Ton

Other Building Material is PVC Sullage lines, Joinery hardware- ISI marked, PVC rain

water down take etc.

Heat insulating material has been used in construction. Thermal characteristics of

the materials used for building envelop v.i.z, roof, external walls, fenestration has

been provided in accordance with energy conservation building Code 2006. The U

values are given in Table 18.

Table 16: Characteristics of Building Component

Type of Construction U values (in

W/m2deg C)

WALLS

Brick:

Plaster both sides -115mm 3.23

Solid, Unplastered-230 mm 2.67

Plastered both sides-228 mm 2.44

Concrete, ordinary, Dense:

152 mm 3.58

203 3.18

Concrete block, cavity, 250 mm (100+50+100), outside rendered, inside

plastered:


Hollow Concrete block, 228 mm, single skin, outside rendered, inside

plastered:






Page 109 of

CP


PPVVTT.. LLTTDD..

Roofs pitched:

Iron sheets 1.70

Roofs Flat:

Reinforced concrete slab, 100 mm, screed 63-12 mm, 3 layers

bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Wood block finish 0.85

FFIINNAALL RREECCOOMMMMEENNDDAATTIIOONNSS

The Project site is having a very good connectivity with the Delhi-Jaipur

Expressway (NH-8) adjacent to Project. Apart from this the Warehouse is far from

Dense Populated area. The complex will provide all basic amenities to the

Workers/Staff including green area, parking facility etc. To summarize, the site is

absolutely feasible for the warehouse complex.