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Group Housing Complex “Parikrama”

At Sector-20, Panchkula, Haryana

Form 1

M/s Santur Developers Pvt. Ltd. 1

FORM- I

(I) Basic Information

S.

No. Item Details

1. Name of The Project Group Housing Complex “Parikrama”

2. S. No. in the Schedule 8 (b) Township & Area Development Project

3. Proposed capacity / area / length / tonnage to be

handled / command area / lease area / numbers

of wells to be drilled.

Total Plot Area: 111918.66 m2

Built-up Area excluding basement: 2,40,000 m2

Built-up Area including basement: 314627.305

m2

4. New / Expansion / Modernization New (violation)

5. Existing Capacity / Area etc. New (violation)

6. Category of Project i.e. ‘A’ or ‘B’ A (in reference to SO 804 (E) dated 14.03.2017)

7. Does it attract the general condition? If yes,

please specify.

No

8. Does it attract the specific condition? If yes,

please specify.

No

9. Location

Plot / survey / Khasra No. License nos attached for Details of Rect and

Killa Nos.

Village Sector-20

Tehsil Panchkula

District Panchkula

State Haryana

10. Nearest railway station / airport along with

distance in kms.

Nearest Railway Station

Chandigarh Railway Station (5.0 km, NW)

Nearest Airport

Chandigarh International Airport (4.3 km,

SW)

11. Nearest Town, city, District headquarters along

with the distance in kms.

Panchkula (Project site is within Panchkula City)

12. Village Panchayats, Zilla Parishad, Municipal

Corporation, Local body (complete postal

address with telephone nos. to be given)

Municipal Corporation Panchkula

SCO No. 15-16, Sector-14, Near Rally Chowk,

Panchkula, Haryana 134112, ph-01722583695

13. Name of the Applicant M/s Santur Developers Pvt. Ltd.

14. Registered Address LGF-10, Vasant Square, Plot-A, Sec-B,

Pocket-V, Community Centre, Vasant Kunj,

New Delhi – 110070 (INDIA)

15. Address for correspondence Suncity Business Tower, Second Floor, Golf

Course Road, Sec – 54, Gurgaon – 122002,

Haryana

Name Mr. SC Jain



Form 1


S.

No. Item Details

Designation GM-Services & Environment Management

Address Suncity Business Tower, 2nd

Floor, Golf

Course Road, Sector-54, Gurgaon

Pin Code 122002

E-mail [email protected]

Telephone No. & Fax

Mobile

0124-4691000

9654128010

16. Details of Alternative Sites examined, if any.

Location of these sites should be shown on a

toposheet.

No

17. Interlinked Project No

18. Whether separate application of interlinked

projects has been submitted?

No

19. If yes, Date of submission Not applicable

20. If no, reason Not applicable

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?

b) The Wildlife (Protection) Act, 1972?

c) The C.R.Z Notification, 1991?

No

No

No

22. Whether there is any Government Order / Policy

relevant / relating to the site?

NBC guidelines

HUDA Bye Laws

23. Forest land involved (hectares) Not involved

24. Whether there is any litigation pending against

the project and/or land in which the project id

proposed to be set up?

a) Name of the court

b) Case No.

c) Orders / directions of the Court, if any, and

its relevance with the proposed project.

No

(II) Activity

1. Construction, operation or decommissioning of the Project involving actions, which will cause

physical changes in the locality (topography, land use, changes in water bodies, etc.)

S.

No.

Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate quantities

/rates, wherever possible) with source of

information data



Form 1


S.

No.


confirmation

Yes/

No



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)

No Land use of project site is residential as per

master Plan Panchkula, 2025. Permission has

been obtained from DTCP, Haryana for

development of the project

1.2 Clearance of existing land,

vegetation and buildings?

No No vegetation exists on any of the land parcel.

Thus no tree cutting or vegetation removal is

involved.

1.3 Creation of new land uses? No Land use of project site is residential as per




1.4 Preconstruction investigations

e.g. bore holes, soil testing?

No Soil investigation study was carried out and the

result were found satisfactory. Prior


1.5 Construction works?

Yes Project involved construction of residential

towers, convenient shopping and school.

Construction works are confined to project site

only

1.6 Demolition works? No No demolition is involved. Temporary structures

like material storage, septic tanks etc were

dismantled

1.7 Temporary sites used for

construction works or housing of

construction workers?

No All the construction activity including stocking

of raw materials were confined within the

project site only. No temporary labor hutment

was proposed. Local labors from nearby area

were hired.

1.8 Above ground buildings,

structures or earthworks including

linear structures, cut and fill or

excavations

Yes Excavation was carried out for foundation of

buildings and basements. The total excavated

quantity of earth material was approx. 336000

m3. Excavated top soil was stored separately and

is used for landscaping at site. Remaining soil

was used for landscaping, filling, leveling of site

and road construction. Excess soil was disposed

off through authorized vendor

1.9 Underground works including

mining or tunneling?

No No underground works including mining/

tunneling is required except excavation of earth

for basements and building foundation.

1.10 Reclamation works? No No reclamation work required.

1.11 Dredging? No No dredging required.

1.12 Offshore structures? No No offshore structure is required.

1.13 Production and manufacturing No No production/manufacturing process involved



Form 1


S.

No.


confirmation

Yes/

No



information data

processes? as the project is a residential project

1.14 Facilities for storage of goods or

materials?

Yes Raw material was stored within the site in a

covered area at the time of construction

1.15 Facilities for treatment or disposal

of solid waste or liquid effluents?

Yes Solid Waste:

Type of waste to be generated may vary with the

stage of development, i.e. construction and

operation. Details of waste generation during

construction and operation phase are given

below.

Construction Waste:

Solid waste generated during construction phase

was majorly excavated materials, used cement

bags, broken bricks, left over concrete, MS rods,

tiles, wood etc. Management plan for

construction waste is given below

Solid waste Solid waste Management

Waste

materials like

MS Rods,

bricks,

concrete,

broken tiles,

wood pieces,

cement bags

etc.

Construction waste was segregated

into recyclable/reusable and discarded

material. Recyclable material was sold

to authorize dealers. Re-usable

material was stored under covered

conditions at site and reject were

disposed off through authorized

vendors

Excavated

Soil

Top soil was stripped off and stored in

covered condition. Top soil was used

for landscaping within the project site.

Remaining excavated soil was used

within the site for filling and leveling

and construction of roads. Excess

muck was disposed off through

authorized vendors. Total muck

generation was 336000 cum.

Domestic

Waste

Domestic waste generated by labour at

the site was disposed off through local

agencies in the area on daily basis.

Operational Phase:

The solid waste generated from project is mainly

municipal in nature and the estimated quantity of

the waste is 4100 kg/day. Solid waste generated

is segregated into recyclable and non-recyclable

wastes. Recyclable waste is sold to authorized

vendors and non-recyclable waste is disposed off

through the local vendor hired for waste

management at site.

Liquid effluents:

During construction phase, sewage was disposed



Form 1


S.

No.


confirmation

Yes/

No



information data

through septic tanks. The waste water in

operation phase is treated up to tertiary level in

STP constructed in the project premises and is

used in horticulture, DG cooling and flushing.

Excess 242 KLD of treated water is discharged

into sewer. Many times this water is taken by the

neighboring construction sites for construction

purpose.

1.16 Facilities for long term housing of

operational workers?

No This is residential project

1.17 New road, rail or sea traffic

during construction or operation?

Yes Traffic of 1113 ECS is generated from the

project site. No rail or sea traffic is generated

from project site.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes

and stations, ports, airports etc.?

No Project site is well connected with rail and roads

network. A 25 m wide road abuts the project site

in East direction which is at the entrance of the

project site. Further, National Highway-64,

National Highway-22 and National Highway-73,

at distance of 3.2 km, SW, 3.1 km, SW, km, 3

km, E direction, respectively, from the project

site. Chandigarh Railway Station is at distance

of 5 km in North-West direction from the site.

Chandigarh International Airport is at distance

of 4.3 km in South-West direction. Thus no new

transport infrastructure is required to be

developed.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No No closure or diversion of existing

transportation route or infrastructure is there.

1.20 New or diverted transmission

lines or pipelines?

No There will not be any new/diverted transmission

lines or pipelines around the proposed project.

1.21 Impoundment, damming,

culverting, realignment or other

changes to the hydrology of

watercourses or aquifers?

No No impoundment, damming, culverting,

realignment or other changes to the hydrology of

surface watercourses is proposed.

1.22 Stream crossings? No There are no streams running across the site.



Form 1


S.

No.


confirmation

Yes/

No



information data

1.23 Abstraction or transfers of water

from ground or surface waters?

Yes During construction phase water requirement

was approx. 20-30 KLD. Source of water during

construction phase was HUDA supply and

private water tanker supply. During operation

total water requirement of the project is 1159

KLD out of which domestic water requirement

is 1046 KLD. Fresh water requirement of the

project is 732 KLD. Recycled water requirement

is 427 KLD. Source of water during operation

phase is HUDA supply

1.24 Changes in water bodies or the

land surface affecting drainage or

run-off?

Yes Runoff may increase due to increased paved

surface. However, increased runoff is managed

by well-designed storm water management

system at site. Run-off is recharged to ground

through 13 nos. rainwater harvesting pits. Excess

run-off is discharged through external storm

water drains

1.25 Transport of personnel or

materials for construction,

operation or decommissioning?

Yes During the construction phase, vehicular load

was approx. 15-20 trucks/week. Adequate

parking space within the project site for loading

and unloading of materials was provided.

Adequate parking space (1727 ECS) is provided

for operational phase to residents & visitors

1.26 Long-term dismantling or

decommissioning or restoration

works?

No No Long term dismantling or decommissioning

or restoration works is involved.

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No None

1.28 Influx of people to an area in

either temporarily or

permanently?

No Local laborers from nearby area were employed

during the construction phase. In the operation

phase, most of the expected occupants are from

the surrounding areas or can be amongst the

floating population visiting the area on daily

basis. Hence, the project may lead to a

redistribution of occupants within the city.

1.29 Introduction of alien species? No The landscaping is carried out with mainly local

species with a few ornamental varieties of flora

that are well suited to the local conditions.

1.30 Loss of native species or genetic

diversity?

No There is no significant impact on the native

species or genetic diversity.



Form 1


S.

No.


confirmation

Yes/

No



information data

1.31 Any other actions? No Not Applicable

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):

S.

No.

Information/checklist

confirmation

Yes/

No



information data

2.1 Land especially undeveloped or

agricultural land (ha)

No Land use of project site is residential as per




2.2 Water (expected source &

competing users) unit: KLD

Yes Construction Phase:

It is estimated that during construction phase, 20-

30 KLD water is required which is sourced from

HUDA water supply and private water tankers.

Operation Phase:

Total water requirement of the project is 1159

KLD out of which domestic water requirement is

1046 KLD. Fresh water requirement of the

project is 732 KLD. Recycled water requirement

is 427 KLD. Source of water during operation

phase is HUDA supply.

2.3 Minerals (MT) Yes Minerals such as sand and aggregates were used

during the construction phase.

2.4 Construction material – stone,

aggregates, and / soil (expected

source – MT)

Yes Local building material has been used for project

construction. Details of construction materials is

given in table below

S.

N

o.

Material Quantity

1. Cement 50340.4

2. Steel 18877.6

3. Sand 128997.2

4. Aggregate 195068.9

2.5 Forests and timber (source – MT) Yes All material forests and timber are purchased

from selected suppliers only for wood work at the

project site. However aluminum frames etc. are

used to minimize the use of timber.

2.6 Energy including electricity and

fuels (source, competing users)

Unit: fuel (MT), energy (MW)

Yes Power requirement for the entire project is 8967

KW (11208.8 kVA) and is sourced from

UHBVN. Approval letter from UHBVN for

power supply is attached as Annexure XVI. Area

reserved for substation is approx. 2400 sq m. 33



Form 1


KV substation is established within the project

site and is connected to nearest UHBVN

substation.

Details of D.G Sets

Two nos. of DG set of total capacity 1350 kVA

(600 kVA+ 750 kVA) are installed at the site as

power back for providing essential load only. DG

sets are provided with a acoustic enclosure.

2.7 Any other natural resources (use

appropriate standard units)

No Not Applicable

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.


confirmation

Yes

/No

Details thereof (with approximate quantities/

rates, wherever possible) with source of

information data

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 Diesel for DG sets is stored in HDPE drums in

earmarked locations. It shall also be handled as

per The Manufacture, Storage and Import of

Hazardous Chemical Rules, 1989 and Material

Safety Data Sheet.

3.2 Changes in occurrence of disease

or affect disease vectors (e.g.

insect or water borne diseases)

No Suitable drainage and waste management

measures (with frequent spray of insecticides

etc.) are adopted such that there is no stagnation

of water or accumulation of waste. This

effectively restricts the reproduction and growth

of disease vectors.

3.3 Affect the welfare of people e.g.

by changing living conditions?

Yes Socio-economic standard of people will improve

due to increased employment opportunities and

better living facility provided by this project.

This will lead to better quality of life and will

also set a standard for future developments in the

area.

3.4 Vulnerable groups of people who

could be affected by the project

e.g. hospital patients, children, the

elderly etc.

No Impacts of this type are not expected.

3.5 Any other causes No Not Applicable



Form 1


4. Production of solid wastes during construction or operation or decommissioning (MT/month)

S.

No.


confirmation

Yes

/No



information data

4.1 Spoil, overburden or mine wastes No No such spoil, overburden or mine generate.

4.2 Municipal waste (domestic and or

commercial wastes)

Yes Total municipal waste estimated to be generated

from the project site during operation phase is

4100 kg/day. Recyclable waste is sold to

authorized vendors and non recyclable waste is

disposed off through authorized agency.

4.3 Hazardous wastes (as per

Hazardous Waste Management

Rules)

Yes The hazardous waste along with other wastes in

the project is used oil from DG sets.

Used oil from DG sets is stored in HDPE drums

in isolated covered facility. This used oil is sold

to authorized recyclers.

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 85 kg/day of sludge is generated when project.

This sludge can be treated, stabilized and used as

manure for landscaping.

4.7 Construction or demolition

wastes

Yes The construction waste consist of excess earth

and construction debris along with cement bags,

steel in bits and pieces, insulating and packaging

materials etc. Excavated soil was used for

landfilling, leveling and road construction.

Recyclable waste construction materials were

sold to recyclers. Unused and excess

construction debris were disposed at designated

places in tune with the local norms.

4.8 Redundant machinery or

equipment

No Redundant machinery will not be used.

4.9 Contaminated soils or other

materials

No Contaminated soils or other materials will not be

generated.

4.10 Agricultural wastes Yes Landscape waste of 1.7 kg/day is generated.

4.11 Other solid wastes No Not Applicable

5. Release of pollutants or any hazardous, toxic or noxious substances to air (Kg/hr)

S.

No.


confirmation

Yes

/No



information data



Form 1


S.

No.


confirmation

Yes

/No



information data

5.1 Emissions from combustion of

fossil fuels from stationary or

mobile sources

Yes The project does not envisage any major air

pollution sources except operation of DG sets

and vehicular traffic. High speed diesel with low

sulphur content is used as fuel in DG sets which

ensures minimal release of SO2. Stacks are

provided with DG sets to facilitate release of

emission above the buildings.

5.2 Emissions from production

processes

No No production process is involved in this

project.

5.3 Emissions from material handling

including storage or transport

Yes Dust emissions are envisaged during transport

and handling of construction materials. Such

emissions are temporary and can be controlled

by the use of water sprinkling and other viable

techniques like covering of loose material.

5.4 Emissions from construction

activities including plant and

equipment.

Yes Dust emissions are envisaged due to

construction activities. These were restricted to

the construction phase and the construction site

only.

5.5 Dust or odor from handling of

materials including construction

materials, sewage and waste

Yes Dust is anticipated during loading and unloading

of construction material and excavation of upper

earth surface. These were however being

temporary in nature, which was controlled by

providing water sprinklers. Tarpaulin cover is

provided on stored loose materials to reduce the

dust emission.

5.6 Emissions from incineration of

waste

No No incineration of wastes is proposed.

5.7 Emissions from burning of waste

in open air (e.g. slash materials,

construction debris)

No Open burning of biomass/other material is

prohibited on site.

5.8 Emissions from any other sources No Not Applicable

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

S.

No.

Information/ Checklist

confirmation

Yes/

No



information data

6.1 From operation of equipment e.g.

engines, ventilation plant,

crushers

Yes Source of noise in the operational phase are DG

sets and pumps & motors. All the machinery is

of high standard of reputed make and complies

with standard i.e. DG sets are provided with

integral acoustic enclosure in line with the GSR



Form 1


371 dated 17th May, 2002 by MOEF&CC.

6.2 From industrial or similar

processes

No No industrial processes is carried out in the

project.

6.3 From construction or demolition Yes Due to various construction activities, there were

short-term noise impacts in the immediate

vicinity of the project site. The construction

activities included the following noise

generating activities:

Concrete mixing & operation of DG sets.

Construction equipment operation and heavy

vehicle movement.

However noise was mitigated by providing site

barricading, proper servicing and maintenance of

the machinery, carrying out noisy works during

day time and provision of ear plugs to the

workers/

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

6.5 From construction or operational

traffic

Yes Noise may be generated from vehicular

movement in the construction and operational

phase but that can be minimized by taking

mitigation measures. Measures taken during

construction phase includes

Noise mufflers within the construction

machinery & equipment

Acoustic enclosure with DG sets

Prohibiting honking at the site

Barricading the site

Noisy activities to be undertaken during

day time only

Measures being taken during operation phase

includes

Noise mufflers within the pumps & motors

and housing them in room

Acoustic enclosure with DG sets

Prohibiting honking at the site

Provision of green belt

Walls of the building are provided acoustic

treatment

6.6 From lighting or cooling systems No None

6.7 From any other sources No Not Applicable



Form 1


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



information data

7.1 From handling, storage, use or

spillage of hazardous materials

No The used oil from DG sets is carefully stored in

HDPE drums at isolated storage, and

periodically sold to authorized recyclers. All

precautions are being taken to avoid spillage

from storage as per The Hazardous & Other

Waste Rules, 2016.

7.2 From discharge of sewage or

other effluents to water or the

land (expected mode and place of

discharge)

No Sewage is treated in STP proposed at project

site. Treated sewage is reused to maximum

extent within the project site for flushing,

horticulture and DG cooling. Remaining treated

sewage is discharged into sewer.

7.3 By deposition of pollutants

emitted to air into the land or into

water

No The DG Sets are provided with stacks of

adequate height as per CPCB norms. Hence

dispersion is achieved and avoids deposition of

pollutants in significant concentrations at any

single location.

7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term

buildup of pollutants in the

environment from these sources?

No Not Applicable

8. Risk of accidents during construction or operation of the Project, which could affect human health

or the environment

S.

No.


confirmation

Yes

/No



information data

8.1 From explosions, spillages, fires

etc. from storage, handling, use or

production of hazardous

substances

Yes Firefighting facility is already provided at the

project site in line with the NBC and local fire

rules. Firefighting measures include wet risers,

hose reel, fire alarms, fire water tanks, fire

extinguishers, yard hydrants etc. NOC is

obtained from local fire office

8.2 From any other causes No Not Applicable

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g.

floods, earthquakes, landslides,

cloudburst etc.)?

Yes The project falls under seismic active zone IV

indicating high damage risk zone. The Buildings

are designed as earthquake resistant and comply

with the required IS specifications.



Form 1


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.


confirmation

Yes

/No



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 e.g.:

Appropriate infrastructure like roads, power

supply, waste management and sewage

treatment plant are developed within the project

site.

• Supporting infrastructure (roads,

power supply, waste or waste

water treatment, etc.)

Yes Yes within the project site.

• Housing development Yes Housing

• Extractive industries No Not Applicable

• Supply industries No Not Applicable

• Other No Community building & convenient shopping

9.2 Lead to after-use of the site,

which could have an impact on

the environment

No Not Anticipated

9.3 Set a precedent for later

developments

Yes The project will provide good infrastructure and

better life style and will set an example for later

developments in the areas.

9.4 Have cumulative effects due to

proximity to other existing or

planned projects with similar

effects

No Not Anticipated

(III) Environmental Sensitivity

S.

No. Areas Name/ Identity

Aerial Distance (Within 15

km from proposed project

location boundary)

1 Areas protected under

international conventions,

national or local

legislation for their

ecological, landscape,

cultural or other related

value

Bir Shikargah Wild Life

Sanctuary

Dariya Reserve Forest

Sukhna Wildlife Sanctuary

Kolhai Ratan RF

14.5 km, NE

4.5 km, W

8.6 km, NW

4.9 km, NE



Form 1


S.




location boundary)

2 Areas which are important

or sensitive for ecological

reasons -Wetlands,

watercourses or other

water bodies, coastal zone,

biospheres, mountains,

forests


Sanctuary

Ghaggar River

Sukhna Lake

Sutlej River



14.5 km, NE

1.3 km, E

8.2 km, NW

14.0 km, N

4.5 km, W

8.6 km, NW

3 Areas used by protected,

important or sensitive

species of flora or fauna

for breeding, nesting,

foraging, resting, over

wintering, migration


Sanctuary



14.5 km, NE

4.5 km, W

8.6 km, NW

4 Inland, coastal, marine or

underground waters

Underground water Ground water level in

district during pre-

monsoon is 8.11-29.44

mbgl and post-monsoon

is 6.78-29.0 mbgl

5 State, National boundaries None None

6 Routes or facilities used

by the public for access to

recreation or other tourist,

pilgrim areas

25 M, Wide Road

Zirakpur Panchkula Kalka

Highway

Sector 20 Road

Old Kalka Ambala Road

Amartex Road

Golf Course Road

Baltana Main Road

Abuts site, E

620 m, W

820 m, N

780 m, NW

2 km, NW

2.2 km, NE

1.59 km, NW

7 Defense installations Chandimandir Cantontment 4.6 km, N

8 Densely populated or

built-up area

Kundi Village

Peer Machula

Sector 12A

Industrial Area Phase-1

Green City

Sector -21

Rally Village

Fatehpur

Saraswati Vihar

Dhakoli

Abuts Site

1.1 km, SE

1 km, NW

1.4 km, NW

900 m, NW

820 m, NE

1.29 km, N

650 m, NE

900 m, NE

1.33 km, SW

9 Areas occupied by

sensitive man-made land

uses (hospitals, schools,

places of worship,

St. Xavier’s High School

St. Xavier’s Junior

Gurukul

The Nurtuary Preschool

250 m, NE

30 m, E

490 m, NE

740 m, SE



Form 1


S.




location boundary)

community facilities) Panchkula

The Mango Grove Preschool

Sanskriti Government School

The British School

The Sky World School

Westwood Institute of Hotel

Management

Government Girls Degree

College

Allied Institute of Hotel

Management & Culinary Arts

Mata Gujari Institute Of

Paramedical Sciences

Puneet College

Kaushal Gynae and Medical

Centre

Doctor Vinay's ENT Clinic

Government Dispensary

Alchemist Hospital

Panchkula

Lifecare Hospital

Madhuban Acupresure &

Naturopathy Centre

Shri Hari Har Temple

Raghunath Mandir

Ruhani Masjid

Arya Samaj Temple

Juma Masjid

Jadha Sahib Gurudwara

Peer

140 m, E

600 m, NE

3.7 km, SW

1.8 km, NE

950 m, SW

1.3 km, NW

2.2 km, NW

2.4 km, N

2.7 km, NW

440 m, SE

400 m, NE

350 m, NE

1.27 km, NE

510 m, SE

10 m, W

900 m, NW

2.2 km, NW

5.2 km, NW

8.1 km, NW

2.1 km, NE

4.1 km, NE

5.2 km, N

10 Areas containing

important, high quality or

scarce resources (ground

water resources, surface

resources, forestry,

agriculture, fisheries,

tourism, minerals)

None None

11 Areas already subjected to

pollution or environmental

damage. (Those where

existing legal

environmental standards

are exceeded)

None None

12 Areas susceptible to

natural hazard which

Earthquakes A the site fall under the Zone

IV as per the Seismic Zone



Form 1


S.




location boundary)

could cause the project to

present environmental

problems (earthquakes,

subsidence, landslides,

erosion, flooding or

extreme or adverse

climatic conditions)

map of India and is thus the

site area is prone to high

damage.

Terms of Reference (TOR): Applicable, Given Below



Form 1


PROPOSED TERMS OF REFERENCE

Submission of the project details in terms of location, connectivity, accessibility, land

requirement, built-up area, water source & requirement and power source & requirement

To analyze the applicable environmental legal Acts, Rules on the project and to present the

current status of the compliance and the plan to comply with those are remaining

Collection of secondary data at the site for the environmental components (air, water, noise,

soil, ecology, public perception, land use, drainage, eco-sensitive zones, social sensitive

zones) for the period prior construction as available and collection of primary data at the site

for environmental components for current scenario and comparison of the values and

calculation of change and damage occurred

Analysis of the ecological and environmental damage happened due to project in terms of

nos. of tree cut & emission generation.

Analysis of the impact each project activity has caused and preparation of mitigation plan for

each impact assessed and to list out the measures which are left out during

construction/operation stage of the project and evaluate the damage due to the same

Preparation of damage management and remediation plan for the assessed damage due to

project development

Submission of the implemented or proposed environmental management measures and CSR

activities being or is carried out by the project proponent

Submission of details of existing or proposed waste management, sewage management, storm

water management and energy consumption management system at site

Submission of details of energy conservation plan, ecological & environment management

plan implemented or proposed to be implemented at the site

Submission of budget and institutional mechanism for implementation of the proposed

remediation plan



Form 1


DECLARATION

I hereby give 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: 08/09/2017

For, M/s Santur Developers Pvt. Ltd.

Place: Gurgaon

S. C. Jain

GM- Services & Environment Management



Conceptual Plan


FORM IA

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory

notes with the Form and submit along with proposed environmental management plan & monitoring

program)

SECTION 1- LAND ENVIRONMENT

1.1 Will the existing land use get significantly altered from the project that is consistent with

the surroundings? (Proposed land use must conform to the approved Master Plan/Development

Plan of the area. Change of land use, if any and the statutory approval from the competent

authority are submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed

site (within 500 meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not

available attach only conceptual plans.

No

Project Site Location and Land Use

M/s Santur Developers Pvt. Ltd. has established Group Housing Project “Parikrama” at Sec-20,

Panchkula, Haryana. Location map of the project site is given in Figure 1. Location map of the

project site is given in Figure 1. Land use of the project site is residential as per the Master Plan

of Panchkula, 2025. Land use zoning plan of the project site is attached as Annexure VII.

Master plan of Panchkula showing the location of the project site is given in Figure 3.

the surroundings of the project site are given in Table 2.



Conceptual Plan


Figure 1: Location Map of Project Site

Table 1: Geographical coordinates of Project site

Point as in

Map

Latitude Longitude

A 76°51'19.74"E 76°51'19.74"E

B 30°39'52.95"N 76°51'28.45"E

C 30°39'52.97"N 76°51'27.75"E

D 30°39'53.71"N 76°51'27.83"E

E 30°39'52.63"N 76°51'26.65"E

F 30°40'0.50"N 76°51'16.02"E

G 30°39'55.57"N 76°51'12.36"E

H 30°39'55.39"N 76°51'12.58"E

I 30°39'55.17"N 76°51'12.36"E

J 30°39'53.83"N 76°51'9.40"E



Conceptual Plan


K 30°39'53.52"N 76°51'11.69"E

L 30°39'51.15"N 76°51'11.65"E

M 30°39'51.35"N 76°51'12.01"E

N 30°39'48.94"N 76°51'15.18"E

O 30°39'48.77"N 76°51'15.83"E

P 30°39'47.10"N 76°51'17.62"E

Q 30°39'47.12"N 76°51'18.05"E

R 30°39'52.79"N 76°51'29.54"E

S 30°39'50.80"N 76°51'27.36"E

T 30°39'49.72"N 76°51'28.75"E

U 30°39'51.69"N 76°51'30.87"E

V (Centre of

the project

site)

30°39'52.72"N 76°51'18.41"E

Figure 2: Geographical coordinates of the Project Site



Conceptual Plan


Figure 3: Master Plan of Panchkula, 2025

Project Brief


Panchkula, Haryana. License was obtained from DTCP, Haryana for development of the project and copy

of the license is attached as Annexure I. Project comprises of 5 nos. of residential blocks, 4 nos. of EWS

blocks, 3 nos. of convenient shopping blocks, primary school and nursery school. Built-up are of the

project was 2,40,000 sq m excluding basements. Building permission was obtained from HUDA for

development of the project and copy of the approved layout is attached as Annexure II.

M/s Santur Developers Pvt. Ltd. had obtained prior environment clearance for the project from

MoEF&CC under activity 8 (b) and Category B in 2007 and copy of EC letter is attached as Annexure

III. Consent to establish was also obtained from HSPCB and copy is enclosed as Annexure IV.

Construction of the project was completed approx. 85% till 2012 and thereafter construction was stopped

due to some unavoidable circumstances. It was planned to resume the construction in 2014 and

accordingly, application was filed in 2014 for obtaining extension of validity to SEIAA, Haryana.



Conceptual Plan


Then it was learnt from some sources that for construction project, EC is valid till the construction is

completed and there was nothing mentioned about the validity of the environmental clearance in the

environmental clearance letter also. Thus the application for extension was then withdrawn and remaining

construction was carried out at the site. Project is completed and copies of occupancy certificate are

attached as Annexure V. Application has been submitted to HSPCB for obtaining consent to operate

Thereafter a letter was received from Regional Office, MoEF&CC in June, 2017 regarding the expiry of

validity and continued construction at the site after the expiry of validity of EC and declared the activity

(15% of construction) as violation. Thus, M/s Santur developers Pvt. Ltd. is herewith submitting an

application for obtaining the environmental clearance again for the project as per MoEF&CC Notification

SO 804 (E) dated 14.03.2017. M/s Santur developers Pvt. Ltd. is law abiding company and has taken all

necessary approvals as required prior the project development. M/s Santur developers Pvt. Ltd. also

submits the six monthly compliance on regular basis. A visit was carried out by Regional office,

MoEF&CC in December, 2014 and certified that all the conditions as given in EC letter are being

followed by M/s Santur Developers Pvt. Ltd. Copy of certified compliance report is attached as

Annexure VI.

The referred violation has happened only due to confusion about the validity period of the environmental

clearance. M/s Santur developers Pvt. Ltd. commits not to repeat any such violation in future and abide by

all the terms and conditions of the environmental clearance and EIA Notification, 2006 as amended.

Project site is spread over area of 111918.66 sq m and has built-up area of 3,14,627 sq m (Basement-

74627.197 sq m + Other built-up=2,40,000 sq m) . Project since has built-up area of more than 3,00,000

sq m thus the project will fall under activity 8(b) and Category A of Schedule I as per the Amendment in

EIA Notification, 2006 dated 09.12.2016. Further the project also involves violation of EIA Notification,

2006 thus the project will attract again the applicability of MoEF&CC Notification SO 804 (E) dated

14.03.2017 and as per the said notification, project falls under activity 8(b) and category A. The project

will be appraised at MoEF&CC under Category A for grant of environmental clearance.

Elevation

Site is flat land with elevation varying from 312-316 m amsl.

Site Surroundings, Connectivity and environmental sensitivity

Project site is surrounded by residential colonies majorly. Google map depicting the project site and its

surroundings within 500 m, 2 km, 5 km and 10 km are attached as Annexure VIII. There is no forest area

or environmentally sensitive area within 10 km of the project site. NOC is also obtained from forest

department for development of the project and copy of NOC is attached as Annexure IX. Details of the



Conceptual Plan


surroundings of the project site are given in Table 2. Project site is well connected with rail and roads

network. A 25 m wide road abuts the project site in East direction which is at the entrance of the project

site. Further, National Highway-64, National Highway-22 and National Highway-73, at distance of 3.2

km, SW, 3.1 km, SW, km, 3 km, E direction, respectively, from the project site. Chandigarh Railway

Station is at distance of 5 km in North-West direction from the site. Chandigarh International Airport is at

distance of 4.3 km in South-West direction. Connectivity map of the project site is given in Figure 4.

Details of the connectivity of the project site are given in Table 3.

Table 2: Site Surroundings of the Project Site

S. No. Particulars Name Distance &

Direction

1. Nearest Populated

Area

Kundi Village

Peer Machula

Sector 12A


Green City

Sector -21

Rally Village

Fatehpur

Saraswati Vihar

Dhakoli

Abuts Site

1.1 km, SE

1 km, NW

1.4 km, NW

900 m, NW

820 m, NE

1.29 km, N

650 m, NE

900 m, NE

1.33 km, SW

2. Nearest City/Town Panchkula (project site is within

Panchkula city)

3. Nearest School/

College Schools:



Gurukul


Panchkula



The British School


Colleges:


Management

Government Girls Degree College





Puneet College

250 m, NE

30 m, E

490 m, NE

740 m, SE

140 m, E

600 m, NE

3.7 km, SW

1.8 km, NE

950 m, SW

1.3 km, NW

2.2 km, NW

2.4 km, N

2.7 km, NW



Conceptual Plan


4. Nearest Hospital Kaushal Gynae and Medical

Centre



Alchemist Hospital Panchkula

Lifecare Hospital


Naturopathy Centre

440 m, SE

400 m, NE

350 m, NE

1.27 km, NE

510 m, SE

10 m, W

5. Place of worship Shri Hari Har Temple

Raghunath Mandir

Ruhani Masjid

Arya Samaj Temple

Juma Masjid


Peer

900 m, NW

2.2 km, NW

5.2 km, NW

8.1 km, NW

2.1 km, NE

4.1 km, NE

5.2 km, N

6. Eco-Sensitive Zones Bir Shikargah Wild Life

Sanctuary


Sukhna Wildlife Sanctuary*

Kolhai Ratan RF

14.5 km, NE

4.5 km, W

8.6 km, NW

4.9 km, NE

7. Water Bodies Ghaggar River

Sukhna Lake

1.3 km, E

8.2 km, NW

*Project site is outside the defined ESZ of the sanctuary

Table 3: Connectivity of the Project Site

S. No. Particulars Name Distance & Direction

1. Nearest Railway

Station

Chandigarh Railway Station 5 km, NW

2. Nearest Airport Chandigarh International

Airport 4.3 km, SW

3. Nearest Highway Ambala Chandigarh

Expressway

National Highway-64

National Highway-22

National Highway-73

3.1 km, SW

3.2 km, SW

3.1 km, SW

3 km, E

4. Nearest Road 25 M, Wide Road


Highway

Sector 20 Road


Amartex Road

Golf Course Road

Baltana Main Road

Abuts site, E

620 m, W

820 m, N

780 m, NW

2 km, NW

2.2 km,NE

1.59 km, NW



Conceptual Plan


Figure 4: Connectivity Map of the Project Site

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.

LAND AREA & BUILT-UP AREA

The total plot area of the project site is 111918.66 m2 (11.19 ha). Project comprises of 5 nos. of residential

blocks (24 towers), 4 nos. of EWS blocks, 3 nos. of convenient shopping block, primary school and

nursery school. Area statement summary for the project is given in Table 4. Site layout plan is attached as

Annexure X.

Table 4: Area Summary

S. No. Description Area (sq m)

1. Total Plot Area 111918. 66

2. Permissible Ground Coverage (@35 % of net plot

area)

39,171.531

3. Proposed Ground Coverage (@ 14.4 % of plot area) 16110.523

4. Permissible FAR (@1.75 of Plot area) 195857.655

5. Purchased FAR 2963.65

6. Total permissible FAR 198821.305



Conceptual Plan


7. Proposed FAR 198821.305

Proposed FAR (Residential Tower of general

+EWS)

198286.239

Proposed FAR (Shopping) 535.066

8. Non-FAR

Basement

Community Centre

Stilt

Mumty Machine Room

Primary School

Nursery School

Non FAR-Towers

115806

74627.197

2152.139

3247.11

2692.42

755.95

4046.05

28225

9. Total Built-up Area 314627.305

10. Green Area (@30.78% of plot area) 34449.70

11. Height of building (m) 57.25 m

12. Dwelling Units (Nos.) 1321 (1113 General

+ 208 EWS)

13. Staff units 152 nos.

POPULATION

Estimated population at the site 9425 includes residents, visitors, students and staff. Detailed

estimates are given below in Table 5.

Table 5: Estimated Population

Category No. of DUs/ Area (sq m) Standard Population

Group Housing

Residents-General 1113 5 Person per DUs 5565

Staff-Resident 152 units 1 Person per unit 152

Staff

~2 % of population 126

Visitors -- 5 % of population 278

Total-Group Housing 6121

EWS


Staff -- 5 % of population 52


Total-EWS 1144

Convenient Shopping

Staff -- -- 30

Community Centre (for 900 visitors occupancy)

Staff -- -- 30

Visitors -- -- 900

Total Community Centre 930

School (Nursery School + Primary School)



Conceptual Plan


Total Population 4802 sq m 1 person/ 4 sq m 1200

Staff -- -- 100

Student -- -- 1100

Total Population 9425

WATER REQUIREMENT

Water demand during construction phase is 20-30 KLD. Source of water during construction

phase is HUDA supply and private water tankers. Letter from HUDA for water supply is

attached as Annexure XI. Total water requirement of the project is 1159 KLD out of which

domestic water requirement is 1046 KLD. Fresh water requirement of the project is 732 KLD.

Recycled water requirement is 427 KLD. Source of water during operation phase is HUDA

supply.

POWER REQUIREMENT AND BACK-UP

Power requirement for the entire project is 8967 KW (11208.8 kVA) and is sourced from UHBVN.

Approval letter from UHBVN for power supply is attached as Annexure XVI. Area reserved for

substation is approx. 2400 sq m. 33 KV substation is established within the project site and is connected

to nearest UHBVN substation. Two nos. of DG set of total capacity 1350 kVA (600 kVA+ 750 kVA) are

installed at the site as power back for providing essential load only. DG sets are provided with a acoustic

enclosure.

PARKING FACILITIES

Car parking of 1727 ECS was provided against requirement of 1113 ECS of parking as per HUDA Bye

Laws

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

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

disturbance to the local ecology).

Project site is surrounded by residential colonies majorly. Project is well planned activity. Approx.

34449.70 m2 of area is kept under green within the site which is app. 30.78 % of net plot area. The project

will not have any impact on the land use and surrounding communities.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability?

(Detail of soil type slope analysis, vulnerability to subsidence, seismicity etc may be given).



Conceptual Plan


Site is flat land and there are no water bodies within 1 km of the project site. Thus no erosion due to action

of water and wind is anticipated at the site. Soil type of area varies from loamy sand to fine sandy loams.

Soil is shallow, well drained, non saline, non alkali, non calcareous and are mostly base saturated. Site

falls in zone IV as per seismic map of India which is high earthquake risk zone. Site is prone to earthquake

hazard. Seismological and natural hazard map of Haryana is shown in Figure 5.

Figure 5: Seismic Map of India Showing Location of Project Area

1.5 Will the proposal involve alteration of natural drainage system? (Give details on a contour

map showing the natural drainage near the project site).

The project does not intersect any natural drainage route. No perennial or non-perennial drainage system

is found to exist in the project area or being obstructed by the project. The surroundings comprise an

urbanized stretch. Well planned storm water drainage has been designed at site to manage the storm water

generation from site. No impact on the natural drainage system is anticipated du to project development.



Conceptual Plan


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?)

The earthwork include soil excavation and cutting of soil of app. 336000 cum. Excavated top soil was

stored separately and was used for landscaping at site. Remaining soil was used for landscaping, filling,

leveling and road construction. Excess soil was disposed off through authorized vendor.

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

Water requirement during construction phase was app. 20-30 KLD. Source of water during construction

was HUDA water supply and private tanker. Sewage generated during the construction phase was

disposed off through septic tanks. Solid waste generated during construction phase was majorly excavated

materials, cement bags, bricks, concrete, MS rods, tiles, wood etc. Table 6 details the solid waste

management plan during construction phase.

Table 6: Solid Waste Management during Construction Phase

S. No. Solid Waste Solid Waste Management

1. Waste materials like MS Rods,

bricks, concrete, broken tiles,

wood pieces, cement bags etc.

Construction waste was segregated into recyclable/reusable

and discarded material. Recyclable material was sold to

authorize dealers. Re-usable material was stored under

covered conditions at site and reject were disposed off

through authorized vendors

2. Excavated Soil

Top soil was stripped off and stored in covered condition.

Top soil was used for landscaping within the project site.

Remaining excavated soil was used within the site for

filling and leveling and construction of roads. Excess muck

was disposed off through authorized vendors. Total muck


3. Domestic Waste Domestic waste generated by labour at the site was

disposed off through local agencies in the area on daily

basis.

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

wetlands are getting modified from the proposed activity).

No. There are no water body or wetland at the project site and in surroundings. Project site lies in urban

settings. No low lying area is disturbed due to project development.

1.9 Whether construction debris & waste during construction cause health hazard? (Give

quantities of various types of wastes generated during construction including the construction labor

and the means of disposal).



Conceptual Plan


No health hazard is expected to be caused by construction debris & waste was managed properly. Solid

waste generated during construction phase was majorly excavated materials, cement bags, bricks,

concrete, MS rods, tiles, wood etc. Table 6 above details the solid waste management plan during

construction phase. Additionally health & safety of construction worker were taken and are given below to

minimize the impact

Provided personal protective equipment like ear plugs, face masks, helmets, safety jackets &

gloves

Appointment of safety officers at site

Regular inspection & maintenance of the construction machinery

Construction activities restricted to day time

Provision of adequate lightning during night time

Cautionary notices to be displayed at required places

Regular clearing off site to remove the debris

Availability of medical officer & first-aid facility at construction site

Tie-up with near-by hospital to attend emergency case, if any

SECTION 2- WATER ENVIRONMENT

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 be met? State the sources &

quantities and furnish a water balance statement.

Water demand during construction phase is 20-30 KLD. Source of water during construction phase is

HUDA supply and private water tankers. Letter from HUDA for water supply is attached as Annexure

XI. Total water requirement of the project is 1159 KLD out of which domestic water requirement is 1046

KLD. Fresh water requirement of the project is 732 KLD. Recycled water requirement is 427 KLD.

Source of water during operation phase is HUDA supply. Daily water requirement calculation and

wastewater generation for the project is given in Table 7 and 8 respectively. Water balance diagram for

dry & monsoon season are given below in Figure 5 & 6.

Table 7: Calculations for Daily Water Demand

Category Population Standard Water

Requirement-

KLD

Fresh Water

Requirement-

KLD

Recycled

Water

Requirement-

KLD

Residents 6605 135 LPCD 892 624 268

Staff-residents 152 135 LPCD 21 15 6

Staff &

Students

1438 45 LPCD

65 45 20

Visitors 330 15 LPCD 5 4 1

Visitors-

community

900 70 LPCD

63 44 19



Conceptual Plan


centre

Total Domestic Water Requirement 1046 732 314

Landscape 34449.70 3 l/day 103 0 103

DG cooling 1350 kVA 0.9l/kVA/hr

10 0 10

Total Water

Requirement

-- --

1159 732 427

Table 8: Wastewater Calculations

Description Quantity (KLD)

Sewage Generation (80% of domestic water

requirement)

834

STP Capacity 1100

Treated Water (@80% of the sewage) 669

Flushing 314

Landscaping 103

DG Cooling 10

Sewer 242

Sewage generation from the project is approx. 834 KLD of sewage. A STP of 1100 KLD with MBBR

technology is provided for treatment of sewage at the site. Treated water from STP is used for flushing,

DG cooling and horticulture purpose. Excess treated sewage water i.e. 242 KLD during non rainy season

and 345 KLD during rainy season is disposed off into sewer. Sewerage plan is attached as Annexure XII.

STP feasibility report is attached as Annexure XIII.



Form 1A


Figure 5: Water Balance Diagram during Dry Season

Total Water Requirement

1159 KLD

Fresh Water Requirement

732 KLD

Recycled Water Requirement

427 KLD

Flushing

314 KLD

Domestic Consumption

732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 427 KLD

Sewer

242 KLD

Municipal Supply

732 KLD

Landscape

103 KLD DG Cooling

10 KLD



Form 1A


Figure 6: Water Balance Diagram during Monsoon Season


1056 KLD


732 KLD


324 KLD

Flushing

314 KLD


732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 324 KLD

Sewer

345 KLD

Municipal Supply

732 KLD

Landscape

0 KLD DG Cooling

10 KLD



Form 1A


2.2 What is the quality of water required, in case, the supply is not from a municipal source?

(Provide physical, chemical, Biological characteristics with class of water quality).

Water demand during construction phase is 20-30 KLD. Source of water during construction phase was

HUDA water supply and private water tankers

2.3 How much of water requirement can be met from the recycling of treated sullage? (Give the

details of quantities, sources and usage)

As per estimations, 427 KLD of STP treated water is recycle within the project. 314 KLD is used for

flushing, 103 KLD for landscaping purpose and 0 KLD for DG cooling. Excess treated sewage water i.e.

242 KLD during non rainy season and 345 KLD during rainy season is disposed off into sewer.

2.4 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 diversion of water from other users. Source of water during construction was HUDA

water supply & private tanker. Source of water during operation phase is HUDA water supply.

2.5 What is the incremental pollution load from sullage generated from the proposed activity?

(Give details of the quantities and composition of sullage generated from the proposed activity)

Sewage generation from the project is approx. 834 KLD of sewage. A STP of 1100 KLD with

MBBR technology is provided for treatment of sewage at the site. Treated water from STP is

used for flushing, DG cooling and horticulture purpose. Excess treated sewage water i.e. 242

KLD during non rainy season and 345 KLD during rainy season is disposed off into sewer. STP

with MBBR technology is provided at the site. STP feasibility report is attached as Annexure

XIII.

2.6 Give details of the water requirements met from water harvesting? Furnish details of the

facilities created.

Storm water is collected and is recharged to the ground through 13 nos RWH pits. Storm water is not

used to meet the water requirement. However it is recharged to ground which helps in replenishing the

ground water aquifer.

2.7 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?



Form 1A


Storm water generation increased with increase in generation of paved surfaces. Prior project

development storm water generation was approx. 23032.86 cum. However the generation

increased due to development of paved surfaces. Available run-off from the site after project

development is given in Table 9. Thus it is required to manage the excess run-off. To manage the run-

off proper storm water management system is provided. Rainwater is collected through piped drains and

conveyed into rainwater harvesting pits. Entire storm water is recharged into the ground. This not only

prevents the flooding at site during the rains but also augments the ground water level of the aquifer

system in area. Average rainfall of Panchkula is 1029 mm which if harvested can become a useful

resource

Table 9: Available Run-off from Site

S. No. Catchment Area (sq m) Run-off

Coefficient

Average

Annual

Rainfall

(mm)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 1029 14919.96

2. Green 34449.70 0.1 1029 3544.761

3. Paved 61358.44 0.7 1029 44197.27

Total Run-off 62661.99

2.8 What are the impacts of the proposal on the ground water? (will there be tapping of ground

water; give the details of ground water table, recharging capacity and approvals obtained from

competent authority, if any)

No impacts as ground water has not been used for construction purpose and is not used for operation

phase as well.

2.9 What precautions/ measures have been proposed to check the surface run-off, as well as

uncontrolled flow of water into any water body?

To check the surface run-off from site or uncontrolled flow of water into any water body is controlled by

provision of storm water drainage system and recharge pits at the site. Detail of storm water drainage

system and the measures taken to prevent the contamination of the ground water due to storm water

recharging are listed below.

Provision of storm water drainage network

Provision of filter packed 13 nos. RWH pits

Provision of de-silting chambers and oil & grease trap



Form 1A


Disinfection of the water prior recharge

Cleaning of the RWH pits and other units on regular basis and especially prior onset of monsoon.

Regular supervision of the condition of rain water harvesting system

Provision of first flushing system to flush off the first rain water

Avoid application of pesticides and herbicides before wet season.

Avoid application of chemical pesticides and fertilizers

2.10 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).


development storm water generation was approx. 23032.86 cum. However the generation increased due to

development of paved surfaces. Available run-off from the site after project development is given in

Table 9. Thus it is required to manage the excess run-off. To manage the run-off proper storm water

management system is provided. Rainwater is collected through piped drains and conveyed into rainwater

harvesting pits. Entire storm water is recharged into the ground. This not only prevents the flooding at site

during the rains but also augments the ground water level of the aquifer system in area. Average rainfall

of Panchkula is 1029 mm which if harvested can become a useful resource









Table 10: Calculation for RWH Pits

S. No. Catchment Area (m2) Run-off

Coefficient

Peak

Hourly

Rainfall

(m)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 0.079 1145.5

2. Green 34449.70 0.1 0.079 272.1

3. Paved 61358.44 0.7 0.079 3393.2


Retention Time 15 min



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Available Run-off in 15 min 1202.7

Size of RWH Pit & Desilting Chamber 92.6

Nos. of RWH Pit 13

Nos. of Pits proposed 13

2.11 Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation).

Local labour was hired for construction of the project. However to maintain the sanitary conditions at the

site, mobile toilets and septic tanks were provided at the site for preventing open defecation and managing

the sewage. Also proper waste management system was implemented during operation phase. These

measures prevented generation of unsanitary conditions at the site. To prevent impact on health of

workers, clean drinking water and safe environment was provided to the workers.

2.12 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).




and 345 KLD during rainy season is disposed off into sewer. Sewerage plan is attached as Annexure XII.

STP feasibility report is attached as Annexure XIII.

2.13 Give details of dual plumbing system if treated waste used for flushing of toilets or any

other use.

Yes dual plumbing system is provided at the project site. As per estimations, 427 KLD of STP treated

water is recycle within the project. 314 KLD is used for flushing, 103 KLD for landscaping purpose and 0

KLD for DG cooling. Excess treated sewage water i.e. 242 KLD during non rainy season and 345 KLD

during rainy season is disposed off into sewer.

3. VEGETATION

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).



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No ecologically sensitive area falls within the project site and 2 km of project site. Hence, no threat is

anticipated to ecological environment. Total green area at site measures 34449.70 m2 i.e. 30.78 % of the

plot area. Species planted at the site are Anthocephalus cadamba, Alstonia scholaris, Ficus infectoria,

Euginia jumbolana, Azadiracta indica, Ficus retusa, Cassia fistula, Mimusops elengi, Peltoforum

ferruginnum, Acacia auriculiformis, Chorisia speciosa, Cassia renigera, Delonix regia, Terminalia

arjuna, Terminalia arjuna, Cassia siamea, Plumeria alba, Erythrina indica, Bombax malabaricum, Ficus

benjamina. Landscape Plan for the project site is attached as Annexure XVI.

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 project site did not support any significant vegetation. No clearing of vegetation or modification was

involved with project development.

3.3 What are the measures proposed to be taken to minimize the likely impacts on important site –

features (Give details of proposal for tree plantation, landscaping creation of water bodies etc along

with a layout plan to an appropriate scale?)

No ecologically sensitive area falls within the project site and 2 km of project site. Hence, no threat is

anticipated to ecological environment. Total green area at site measures 34449.70 m2 i.e. 30.78 % of the

plot area. Species planted at the site are Anthocephalus cadamba, Alstonia scholaris, Ficus infectoria,

Euginia jumbolana, Azadiracta indica, Ficus retusa, Cassia fistula, Mimusops elengi, Peltoforum

ferruginnum, Acacia auriculiformis, Chorisia speciosa, Cassia renigera, Delonix regia, Terminalia

arjuna, Terminalia arjuna, Cassia siamea, Plumeria alba, Erythrina indica, Bombax malabaricum, Ficus

benjamina. Landscape Plan for the project site is attached as Annexure XVI.

4. FAUNA

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.

No. The existing land use of the project site is residential. Site does not provide a habitat for wild species

thus no impact on fauna is anticipated due to development of the project.

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

Project has no any direct or indirect impacts on the avifauna of the area.



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

Not applicable

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give

details of background air quality levels with predicted values based on dispersion models taking

into account the increased traffic generation as a result of the proposed construction).

Project development has not cause any significant increase in atmospheric pollutants & formation of heat

island. Detailed air quality study of the area will be undertaken as per the ToR to be issued by

EAC/MoEF&CC. It is a group housing project & sources of pollution during operation phase are

vehicular movement within the site & DG sets operation. Green belt is developed at the site to the extent

possible, which act as settling surface for dust which significantly reduces dust levels from air. DG sets

are provided with stack and the pollutants are released at appropriate height as per CPCB norms. Green

belt also helps radiating and brings cooling effect. This compensates the heat absorbed by the paved

structures and thus neutralize the heat island effect.

During construction phase, ambient air quality gets impacted due to movement of vehicles, transportation

of material, construction activity, material/debris storage in open and operation of DG sets. However

appropriate measures were taken at the time of construction to minimize the dust emission which include

water sprinkling, covering of construction vehicle, construction material and construction debris. Building

scaffolding was covered with the green nets to prevent dispersion of dust and the site was barricaded to

minimize exposure of nearby population to the air pollution.

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.

Climate of Panchkula is warm and temperate. Average annual rainfall in the district is 1029 mm.

Dominant wind direction is NW. Activities like movement of vehicles, transportation of material,

construction activity, material/debris storage in open and operation of DG sets generates dust majorly.

Smoke, odorous fumes or hazardous gases were not generated due to the project construction. During

operation phase, dust generation results only from vehicular movement and DG operation. Green belt is

developed at the site which helps in minimizing the dust generation. Stacks are provided with DG sets to

discharge the emissions.



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

present level of transport infrastructure and measures proposed for improvement including the

traffic management at the entry and exit to the project site.

Parking facility is provided as per HUDA Bye Laws. Parking required and proposed for the project are

given below in Table 11 & 12.

Table 11: Parking Required As Per HUDA Norms

Category Standard Units Parking

Required (ECS)

Residential 1 ECS/Unit 1113 1113

Required Parking 1113

Table 12: Parking Provided

S. No. Parking Type Parking Provided (ECS)

Basement 1. Covered single parking 1117 2. Covered back to back parking 202 3. Covered mechanical parking 172

Total Parking Provided in Basement 1551 4. Surface parking 176

Total Parking Provided 1727

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

pathways, footpaths etc, with areas under each category.

Internal roads of adequate width, footpaths/pedestrian pathways are developed in the project site.

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

and the measures proposed for mitigation of the above.

Traffic noise is anticipated majorly during operation phase as during construction phase, expected

numbers of vehicle are 15-20 trucks per week which is insignificant. During operation phase there are

approx. 1113 cars expected at the site. To manage the noise level following measures are proposed

Prohibition of honking at the site

Restricting of vehicular speed in site at 15 kmph only

Provision of multiple entry and exit to prevent congestion at entry/exit points and minimizing

honking

Maintenance of the green belt developed at the site

Provision of DG sets, pumps, motors etc in acoustic enclosures

5.6 What was the impact of D.G. sets and other equipment on noise levels and vibration in

ambient air quality around the project site? Provide details.



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D.G. sets are provided as power back-up during both construction & operation phase only for essential

load. Operation of D.G. sets leads to generation of noise & emission of gases like SO2 & NOx. If not

managed this may lead to noise & air pollution. DG sets to be used are enclosed in acoustic enclosures and

are provided with stack of height as per CPCB norms so that exhaust gases can be discharged at

appropriate height minimizing impact on GLC of various gases in air. High speed low sulphur diesel is

used as fuel to minimize the SO2 generation. Green belt is provided during operation phase which will

help in reducing the noise and dust levels at project site.

6. AESTHETICS

6.1 Will the proposed construction 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 lies in residential area. Thus, no obstruction of view or scenic beauty or landscape is anticipated

due to project development.

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

are the considerations taken into account?

No impacts anticipated.

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

the design criteria? They may be explicitly spelt out.

The project strictly followed the Building Bye Laws (HUDA) and NBC, 2005 norms. All norms on

Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other

parameters are strictly adhered to.

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?

No anthropological or archaeological sites or artifacts are found within 2 km radius area of project site.

7. SOCIO-ECONOMIC ASPECTS

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

Provide the details.

No such changes anticipated.



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Construction phase: Local labourers were engaged during construction phase. Migration of labour was

not involved in project construction thus project development has not caused any alteration to the existing

demographic profile of the area.

Operation phase: Population from nearby areas or residing on rent in main city or floating population to

city is major expected buyers of the flats. Thus the project has led only to spatial redistribution of local

population and hence no considerable influx of population is envisaged owing to the project. Some of the

floating population may also settle in the area.

7.2 Give details of the existing social infrastructure around the project.

The area around the project is surrounded by urban area. Areas occupied by sensitive man-made land uses

like hospitals, schools, places of worship, community facilities etc. and details are given in Table 13

below.

Table 13: Social Infrastructure in Surroundings of Project Site

S. No. Particulars Name Distance &

Direction

1. Nearest School/

College Schools:



Gurukul


Panchkula



The British School


Colleges:


Management






Puneet College

250 m, NE

30 m, E

490 m, NE

740 m, SE

140 m, E

600 m, NE

3.7 km, SW

1.8 km, NE

950 m, SW

1.3 km, NW

2.2 km, NW

2.4 km, N

2.7 km, NW


Centre




Lifecare Hospital

440 m, SE

400 m, NE

350 m, NE

1.27 km, NE

510 m, SE



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Naturopathy Centre 10 m, W


Raghunath Mandir

Ruhani Masjid

Arya Samaj Temple

Juma Masjid


Peer

900 m, NW

2.2 km, NW

5.2 km, NW

8.1 km, NW

2.1 km, NE

4.1 km, NE

5.2 km, N


Sanctuary



Kolhai Ratan RF

14.6 km, NE

4.5 km, W

8.6 km, NW

4.9 km, NE


Sukhna Lake

1.3 km, E

8.2 km, NW

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

other cultural values? What are the safeguards proposed?

No adverse impacts are anticipated due to project development on local community or sacred sites.

Project site is surrounded by already developed area. Site is located within residential area. Further no

place of cultural and archaeological importance lies within 2 km radius of the project site. Measures are

taken to control air, water, soil & noise pollution to minimize negative impact of project development on

the environment & society. Environment management plan has been drafted detailing safeguards

proposed for environmental management and is given in Section 10 of this report. Project is for the

betterment of society as it provides the quality living facility at affordable price.

8. BUILDING MATERIALS

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)

Most of the building material was purchased for local areas. Low embodied energy material like fly ash

mixed cement was used for construction of the project.

8.2 Transport and handling of materials during construction may results in pollution, noise and

public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution during Construction Stage:



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Construction materials suitably covered with tarpaulin cover during transportation and storage.

Water sprinkling on haul roads where dust generation is anticipated.

Raw material storage and handling yard enclosed from all sides.

To minimize the occupational health hazard, proper personal protective gears i.e. mask were

provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:

Barracading the site from all sides

Provision of noise shields around heavy machinery

DG sets provided with acoustic enclosures

Regular servicing and maintenance of the construction vehicle and equipment

No noise generation activity taken up during night time

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

Fly-ash mixed cement was used for construction.

8.4 Give detail of the methods of collection, segregation & disposal of the garbage generated

during the operation phases of the project.

During operation phase, waste is majorly municipal waste and is approx. 4100 kg per day (@0.5 kg per

capita per day for the residents, 0.25 kg per capita per day for the staff, students & visitors of community

centre, 0.15 kg per capita per day for the visitors and 0.2 kg/acres/day is considered for landscape wastes)

is generated from project site. Estimations for solid waste generation during operation phase are given in

Table 14. Municipal Waste is managed as MSW Rules, 2016.

Table 14: Calculation of Solid Waste Generation

Category Population/Area Standard Waste

Generation

(Kg/day)

Recyclable

Waste (Kg/day)

Non

Recyclable

Waste

(Kg/day)

Residents 6605 0.5 3302.5 990.8 2311.8

Staff-

residents 152 0.5 76.0 22.8 53.2

Staff &

Students 1438 0.25 359.5 107.9 251.7

Visitors 330 0.15 49.5 14.9 34.7

Visitors-

community

centre 900 0.25 225.0 67.5 157.5



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Landscape 8.5

0.2

kg/acre/day 1.7 0.0 1.7

STP -- -- 85.0 0 85.0

Total Waste Generated 4099.2

~4100

1203.8

~1204

2895.5

~2896

Collection and Segregation of waste

a. Door to door collection system is provided for collection of domestic waste

b. Local vendors are hired for waste collection, management and disposal

c. Separate colored bins for dry recyclables and rejected waste are provided in residential units as

well as in common and open areas

Disposal

a. Rejected fraction of the waste is collected and disposed by local agencies

b. Recyclable waste and E-waste is sold to authorized vendors

c. Used oil from DG sets is sold to authorized vendors

9. ENERGY CONSERVATION

9.1 Give details of the power requirements, source and 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?

Power requirement for the entire project is 8967 KW (11208.8 kVA) and is sourced from

UHBVN. Approval letter from UHBVN for power supply is attached as Annexure XVI. Area

reserved for substation is approx. 2400 sq m. 33 KV substation is established within the project

site and is connected to nearest UHBVN substation. Two nos. of DG set of total capacity 1350

kVA (600 kVA+ 750 kVA) are installed at the site as power back for providing essential load

only. DG sets are provided with a acoustic enclosure. Effective measures have been incorporated to

minimize the energy consumption in following manners:

• Energy efficient lifts are installed at the site

• All motors and pumps installed are energy efficient

• LED lights are used for internal and external lighting

• Usage of fly ash mixed cement for construction (PPC)

• Green belt and greenery developed around the project periphery. Green area is provided such as it

shades more than 50% of paved non roof area

• Painting wall and roof with light color heat reflecting paint.

• Common lights are shut down to 50% after 10:pm when traffic movement is drastically reduced



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• All flats are three side open thus maximum day light availability in all flats

• Shafts and windows provided for adequate ventilation

• Chajjas are provided with window to prevent direct sun exposure

• Aluminum frames are used in window in place of wooden windows

Table 15: Energy Efficiency Calculations

S. No. Energy Saving Measures Energy Saving (kVA)

1 LED lights for lighting in common areas 55.9

2 Solar lights for lighting in common areas 39.92

3 LED lights for internal lighting 1739.7

4 Power requirement 11208.8

5 Energy Saving 1835.5

6 Energy Saving percentage 16.4

9.2 What type and capacity of power backup do you plan to provide?

Two nos. of DG set of total capacity 1350 kVA (600 kVA+ 750 kVA) are installed at the site as power

back for providing essential load only.

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?

Glass is not used as wall material. 6 mm clear toughened glass is used in buildings with U value

5.7 W/sq m K, L.T value: 88% & S.F : 0.82.

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

applications made in the project.

Provision of overhangs with window and provision of windows in each room maximize the day light

availability in each room with minimal heat transfers.

9.5 Does the layout of street & building 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.

Adequate fenestration is provided to enhance the day light entry into the building and minimizing day

lighting requirement



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9.6 Is the shading effectively used to reduce cooling/heating lands? 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?

Provision of overhangs with window and provision of windows in each room maximize the day light

availability in each room with minimal heat transfers.

9.7 Do the structures use energy-efficient space conditioning, lightening and mechanical

systems? Provide technical details. Provide details of the transformers and motor efficiencies,

lightening intensity and air conditioning load assumpstion? Are you using CFC and HCFC free

chillers? Provide specifications.

HVAC/chillers are not provided as it is residential project. CFL/LED lighting are provided within the

project to save the energy. Natural ventilation in building is through windows and shafts. Ventilation in

the buildings proposed is mechanical through fans & exhaust fans.

9.8 What are the likely effects of the building activity in altering the micro-climates? Provide a

self assessment on likely impacts of the proposed construction on creation of heat island &

inversion effects?

Paved surfaces have more absorbance capacity of heat than the vegetation and soil. Thus there is increase

in heat radiation due to project development but provision of greens in surroundings compensate the heat

absorption and bring cooling effect. Approx. 50% of non roof paved area is under the shade. 50% of the

paved area is made of the paver blocks which have lesser reflectance than the concrete

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 value or the R values of the

individual components.

The U-values of the roof, external wall and fenestration of the building meet the requirements as specified

in the Energy Conservation Building Code (ECBC) and are given below in Table 16.

Table 16: U Values of Building Envelope

S.No. Component Material Used Permissible U-Value as per ECBC

(W/m2-

0C)

1 Roof Concrete 0.409

2 External wall Brick 0.44

3 Fenestration Glass Facade 5.7



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

details of emergency plans.

Management & Prevention of Fire hazard

Fire-fighting system is provided at the site as per requirement of NBC norms and local fire office norms.

Fire NOC is obtained for the project and is attached as Annexure XVII. Fire-fighting facilities provided

at the site includes water sprinklers, UG and OH fire tanks, automatic fire alarms, manual call points, fire

hooters, fire staircase, fire lifts, signage, smoke detectors, refuge area, DG sets compartmentalization and

fire proof electrical installations. Fire fighting plan is attached as Annexure XVIII.

Management & Prevention of Earthquake hazard

During Construction Phase

To ensure safety of the building from Seismic Load the Design of the building is done in accordance to

Section 1, Part 6 of NBC 2005. Measures taken to minimize earthquake hazard are listed below:

In concrete floors, spans are reduced with secondary beams so as to reduce the thickness of slab and

thus reduces the dead weight.

Ductility provisions are made in structural detailing .

Bolting, Brace or anchor for high & heavy objects are used.

Strong latches or bolts on cabinets are installed.

During Operation Phase

Charts detailing Do’s & Don’t during earthquake are displayed at site

Potable fire-extinguishers are provided to deal with fires induced due to earthquake

9.11 If you are using glass as wall materials, provide details and specifications including

emissivity and thermal characteristics.

Glass is not used as wall material.

9.12 What is the rate of air infiltration in to the building? Provide details of how you are

mitigating the effects of infiltration.

HVAC are not used thus there are no issues of 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.

Non conventional energy is not used at the site at present. However lighting requirement in flats during

day is minimized by provision of adequate fenestration.



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10. ENVIRONMENT MANAGEMENT PLAN

EMP consist of all mitigation measures for each component of the environment due to the activities

increased during the construction, operation and the entire life cycle to minimize adverse environmental

impacts resulting from the activities of the project. It would also delineate the environmental monitoring

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

emergency such as accidents at the sites including fire. The detailed EMP for the project is given below.

10.1 Introduction

The Environment Management Plan (EMP) is a site specific plan developed to ensure that the project is

implemented in an environmental sustainable manner where all client, contractors and subcontractors,

including consultants, understand the potential environmental risks arising from the project and take

appropriate actions to properly manage that risk. EMP also ensures that the project implementation is

carried out in accordance with the design by taking appropriate mitigation actions to reduce adverse

environmental impacts during its life cycle. The plan outlines existing and potential problems that may

adversely impact the environment and recommends corrective measures where required.

Objectives of EMP

It is prepared in accordance with acts, rules and requirements of the MoEF&CC and CPCB/ SPCB

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

A process that confirms proper operation through supervision and monitoring

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

A plan that ensures remedial measures is implemented immediately.

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

allowing it to contribute to improved environmental quality. The other benefits include cost control and

improved relations with the stakeholders.

M/s Santur Developers Pvt. Ltd. is majorly responsible for implementation of EMP both during

construction and operation phase. Environmental management measures were implemented during the

construction phase. In operation phase M/s Santur Developers Pvt. Ltd. have contracted a external agency

for operation and maintenance of all the environmental services for 3 years. After that RWA has formed

at the site which takes care of functioning of all the services properly. The components of the

environmental management plan, potential impacts arising, out of the project and remediation measures

are summarized below in Table 17.



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Table 17: Summary of Potential Impacts and Remedial Measures

S.

No.

Environmental

components

Potential

Impacts

Potential Source of

Impact

Controls Through EMP

& Design

Impact

Evaluation

Remedial Measures

1. Ground Water

Quality

Ground Water

Contamination

Construction Phase

Waste water

generated from

temporary labor

tents.

Waste water was

managed to achieve zero

discharge and to maintain

hygienic condition at site

No significant

impact as majority

of labors was

locally deployed

Waste water arising from

the project was disposed off

conforming to standards of

CPCB by septic tanks

Operation Phase

Discharge from the

project site

No untreated water is

discharged in sewer

No negative

impact on ground

water quality

envisaged.

Waste water generated is

treated in STP within the site.

Treated water is re-used at the

site for flushing, DG cooling

& landscaping.

2. Ground Water

Quantity

Ground Water

Depletion

Construction Phase

No impact as

ground water was

not used for

construction. Water

from HUDA supply

and private water

tanker was sourced

for construction

phase

No water ponding

allowed at site

No impact Water from HUDA supply

and Private Tankers was used

for carrying out construction.

Operation Phase

Source of water is

HUDA supply

Water should be

conserved and wastage

should be prevented

Depletion of water

level in aquifers

Using water efficiently

Re-usage of treated water



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from STP to minimize fresh

water requirement for

flushing & landscaping

purpose

Use of Water Efficient

fixtures like flow regulators

& dual flushing cisterns

13 nos. of RWH pits are

provided to recharge the

storm water at the site

3. Surface Water

Quality

Surface water

contamination

Construction Phase

Surface runoff from

site during

construction activity

& open defecation

of construction

labour

Water & Sewage

management carried out at

the site to control water

pollution

Measures are

taken to restrict

the run-off from

site.

Silt traps and diversion

ditches were constructed to

control surface run-off during

site construction and was

constructed in construction

site area

Curing was done by

spraying water to reduce run-

off

Toilets were provided at

site to control open

defecation and sewage is

disposed through septic tank

and soak pits

Operation Phase

Discharge from

Project Site

No untreated water is

discharged outside project

site

No negative

impact on surface

water quality

Treated water from STP is

used for DG cooling, flushing

and horticulture within the



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envisaged. site

4. Air Quality Dust Emissions

(PM)

Construction Phase

Construction

activities

Vehicular

movement

Suitable control measures

were adopted for reducing

the PM level in the air as

per air pollution control

plan.

Dust generation

was temporary

and settles fast due

to dust

suppression

techniques.

Impacts were

restricted to small

area.

Water sprinklers were

provided

Regular cleaning of

construction site

Construction material &

debris carrying vehicles were

covered.

Construction material stored

in covered area

SO2, NO2 and

CO

Construction Phase

Vehicular exhaust

Running D.G. set

(back up)

Rapid on-site

construction

Impact is for short

duration

Regular monitoring of

emissions and control

measures are taken to reduce

the emission levels.

Ambient air quality

monitoring at site carried out

every six monthly

Use of low sulfur diesel in

DG sets as fuel

Provision of stack with DG

sets to manage the emission

Regular maintenance and

servicing of vehicles.

Emissions of

PM, SO2, NOx

and CO

Operation Phase

Vehicular

movement

Vehicular exhaust

Suitable control

measures adopted for

reducing emissions

Not significant.

Regular

monitoring of air

quality will be

Stack height of DG

provided as per CPCB

standards and

Regular ambient air and DG



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Running D.G. set

(back up)

carried out to

maintain air

quality

stack monitoring carried out

Use of low sulfur diesel

Traffic management

Providing Footpath

Developing Green belt

All vehicles will carry PUC

5. Noise

Environment

Construction phase

Construction

Activities

Operation of

Machinery

Operation of DG

sets

Noise Management by

adopting suitable

measures.

Impact was

temporary and

restricted to

small area.

Provision of Noise shields

DG sets were provided

with acoustic enclosures

Construction activities

involving high level noise

generation was restricted to

day time

Provision of ear muffs to

workers

Traffic Management at site

to prevent honking

Use of machinery of

modern make, meeting the

noise standards

Vehicle randomly may

checked for PUC certificate

Operation Phase

Noise from

vehicular

movement

Noise from DG set

operation

Noise Management by

adopting suitable

measures

Not Significant. Development of green belt

at site

DG sets provided with

acoustic enclosure

Proper traffic management

& circulation at site. Speed



Form 1A


limits restricted to 15 kmph

for speed regulation.

Honking is prohibited in the

premise

6. Land

Environment

Soil

contamination

Construction Phase

Disposal of

construction debris

Spillage of oil or

paints

Excavation of soil

By controlling soil

erosion and maintaining

soil quality by periodic

soil quality monitoring

No significant

impact.

Impact restricted

to project site

Construction debris was

re-used at site and

remaining sent for disposal


Proper work management

to avoid spillage

Excavated soil was re-used

for landscaping in project

area.

Silt traps and dykes

provided to arrest silt as

required.

Operation Phase

Municipal solid

waste

Used oil from

D.G. set

Solid waste

management as per MSW

Rules, 2016.

Since solid waste

is handled by the

authorized

agency, open

waste dumping

is not practiced

thus impact is

not significant.

Negligible

impact.

MSW Management Rules,

2016 are followed.

E-waste managed as per

E-waste Rules, 2016

Used oil generated is sold

to authorized vendors on

regular basis. It is stored in

HDPE drums at isolated



Form 1A


location on paved surface.

Disposed off as per

Hazardous & Other Waste

Rules, 2016

7. Biological

Environment

Displacement

of Flora and

Fauna on site

Construction Phase

Site Development

during

construction

Important species

of trees, if any, will be

identified and marked and

will be merged with

landscape plan

No significant

vegetation exists

at project site so

no tree felling

involved.

No clearing of trees was

carried out as site was open

land and did not support any

vegetation

Operation Phase

Day to day

activities

Development of Green

Belt

Positive Impact Development of green belt

at site. Green areas provide

habitat to avifauna, insects

and small tree dwellers like

squirrels

Proper after care &

maintenance is being done

8. Socio-

Economic

Environment

Population

displacement

Construction Phase

Construction

activities may lead

to temporary

relocation

Generation of

employment for local

people especially labor

Positive Impact Generation of employment

for skilled, unskilled and

semiskilled people

Development of an area

due to improved

infrastructure

Employment preferably

was given to local people

Operation Phase

Site operation

Creation of safe and

comfortable working

Positive impact Generation of employment

for skilled, unskilled and



Form 1A


space semiskilled people

9. Traffic Pattern Increase in

traffic

Construction Phase

Transportation of

construction

material & debris

Proper Traffic

Management &

circulation

Impact was short

time and

restricted to

construction

phase

Provision of adequate

parking space at site to

prevent parking of vehicle

on road

Proper traffic circulation

system at site

Proper signage system

Restrict hours of material

transport to avoid peak

hours

Routes designated for

material transportation so as

to avoid already busy routes

Operation Phase

Vehicles of guests,

staff & visitors

Proper Traffic

Management &

circulation

Not Significant

as project site is

well connected

via network of

roads

Provision of adequate

parking space within site

Proper traffic circulation

system at site

Informatory & directive

Sign boards are provided

Provision of pedestrian

path to encourage walking



Form 1A


10.2 ENVIRONMENT MANAGEMENT PLAN

An Environmental Management Plan (EMP) was and being implemented at the site is given below

10.2.1 EMP for Air Environment

Construction Phase

To mitigate the impacts of dust during the construction phase of the project, the following measures were

followed for dust generation minimization:

A dust control plan

Procedural changes to construction activities

Dust Control Plan

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

Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore,

incoming loads could be covered to avoid loss of material in transport, especially if material is transported

off-site.

Procedural Changes to Construction Activities

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

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

catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide

oxidation. Existing idle control technologies comprises of power saving mode, which automatically off

the engine at preset time and reduces emissions, without intervention from the operators.

Improved Maintenance: Significant emission reductions were achieved through regular equipment

maintenance. Contractors were being asked to provide maintenance records for their fleet as part of the

contract bid, and at regular intervals throughout the life of the contract. Incentive provisions were

established to encourage contractors to comply with regular maintenance requirements.

Reduction of On-Site Construction Time: Rapid on-site construction reduces the duration of traffic

interference and therefore, reduced emissions from traffic delay.

Operation Phase

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

Project, following measures are implemented:

DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development



Form 1A


Diesel Generator Set Emission Control Measures

Adequate stack height maintained to disperse the air pollutants generated from the operation of DG set at

appropriate height as per CPCB norms to minimize the GLC of pollutants.

Vehicle Emission Controls and Alternatives

During construction, vehicles are properly maintained to reduce emission.

Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways are provided at the site to

encourage walking.

Greenbelt Development

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

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

dust and other particulates to settle on the leaves. It also helps to reduce the noise level at large extent.

Tree belt is developed at the site already.

10.2.2 EMP FOR NOISE ENVIRONMENT

Construction Phase

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

the following measures were implemented.

Time of Operation: Noisy construction equipment not allowed at night time.

Job Rotation and Hearing Protection: Workers employed in high noise areas were employed on shift

basis. Hearing protection such as earplugs/muffs was provided to those working very close to the noise

generating machinery.

Operation Phase

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

measures are implemented

Adoption of Noise emission control technologies

Greenbelt development

Noise Emission Control Technologies

DG sets are provided with integrated acoustic enclosures as per E (P) Act, GSR 371 (E) and its

amendments.



Form 1A


10.2.3 EMP FOR WATER ENVIRONMENT

Construction Phase

To prevent degradation and to maintain the quality of the water source, adequate control measures were

implemented. To check the surface run-off as well as uncontrolled flow of water into any water body,

following management measures were:

Avoid excavation during monsoon season

Care taken to avoid soil erosion

Toilets were constructed on site during construction phase and the sewage was channelized to the

septic tanks in order to prevent waste water to enter into the water bodies

Any area with loose debris within the site was seeded with grass

To prevent surface and ground water contamination by oil and grease, leak-proof containers were

used for storage and transportation of oil and grease. The floors of oil and grease handling area kept

effectively impervious. Any wash off from the oil and grease handling area or workshop is disposed

off after passing it through oil & grease traps.

Storm run-off was channelized through temporary drains and was collected in sedimentation tanks.

This water was used for various purposes at site like wheel washing, curing, cleaning etc.

All stacking and loading areas were provided with proper garland drains, equipped with baffles, to

prevent run off from the site, to enter into any water body.

Operation Phase

In the operation phase of the project, water conservation and development measures are taken, including

all possible potential for rain water harvesting. Following measures are adopted:

Water source development.

Minimizing water consumption.

Promoting reuse of water after treatment and development of closed loop systems for different water

streams.

Water Source Development

Water source development shall be practiced by installation of scientifically designed Rain Water

Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water

as a resource. 13 Nos. of RWH pits are developed at site to put the storm water in ground for recharging

the ground water aquifers. Thus proper management of this resource is a must to ensure that it is free from

contamination.



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A detailed storm water management plan is developed which consider the possible impacts from above

sources. The plan incorporates best management practices which include the following:

Regular inspection and cleaning of storm drains.

Installation of clarifiers or Oil/Water separators/traps system of adequate capacity around parking

areas and garages as per requirement.

Avoid application of pesticides and herbicides before wet season.

Conducting routine inspections to ensure cleanliness.

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

Provision of silt traps in storm water drains.

Good housekeeping in the above areas.

Minimizing Water Consumption

Consumption of fresh water is minimized by combination of water saving fixtures and other domestic

water conservation measures. The following section discusses the specific measures, which shall be

implemented:

Domestic Usage

Use of water efficient plumbing fixtures (dual flushing cisterns, low flow showers, pressure taps and

faucets etc). Water efficient plumbing fixtures uses less water with no marked reduction in quality

and service

Leak detection and repair techniques.

Meter water usage: Implies measurement and verification methods.

Monitoring of water uses is a precursor for management.

Horticulture

Usage of STP treated water for horticulture

Promoting Reuse of Water after Treatment and Development of Closed Loop Systems




and 345 KLD during rainy season is disposed off into sewer.



Form 1A


10.2.4 EMP FOR LAND ENVIRONMENT

Construction Phase

Solid waste is generated both during construction as well as during operation phase. Solid waste

generated during construction phase was majorly excavated materials, cement bags, bricks, concrete, MS

rods, tiles, wood etc. Construction waste was segregated into re-usable, recyclable and reject fraction. Re-

usable waste is stored at site, recyclable material was sold to authorized vendor and rejected material was

disposed off through authorized vendors

Operational Phase




is generated from project site.

SOLID WASTE MANAGEMENT PLAN






Disposal

a. Rejected fraction of the waste is collected and disposed by local agencies on daily basis


c. Used oil from DG sets is sold to authorized vendors or taken back by the service provider

10.2.5 EMP FOR ECOLOGICAL ENVIRONMENT

Site did not support any vegetation thus no impact on ecology was there due to project development.

During operation phase a green belt is developed at the project site. App. 34449.70 m2 i.e. 30.78 % of the

plot area is kept under green cover

10.2.6 EMP for Socio-Economic Environment

During construction stage only local labour was hired for construction purpose which provided

employment to local people. Environment management plan was implemented at the site which prevented

the environmental pollution in the area and problems to the people in the project site surroundings



Form 1A


During operation phase, environment management plan is implemented to manage sewage, storm water,

emissions and waste from the site. Thus there are no impacts due to the project on socio-economy. Being

residential project, project provides quality living facility along with all modern day needs and

requirement.

10.2.7 EMP FOR ENERGY CONSERVATION

Energy saving measures has been taken during construction and operation phase of the project. Energy

saving measures undertaken are described in section 9 of this document. Some of the measures are

detailed below

• Energy efficient lifts are installed at the site

• All motors and pumps installed are energy efficient

• LED lights are used for internal and external lighting

• Usage of fly ash mixed cement for construction (PPC)

• Green belt and greenery developed around the project periphery. Green area is provided such as it

shades more than 50% of paved non roof area

• Painting wall and roof with light color heat reflecting paint.

• Common lights are shut down to 50% after 10:pm when traffic movement is drastically reduced

• All flats are three side open thus maximum day light availability in all flats

• Shafts and windows provided for adequate ventilation

• Chajjas are provided with window to prevent direct sun exposure

• Aluminum frames are used in window in place of wooden windows

10.3 ENVIRONMENTAL MANAGEMENT CELL

Santur Developers has implemented the environmental management plan during construction phase aand

are implementing during operation phase. Santur Developers has contracted external agency for operation

of STP, maintenance of RWH pits, maintenance of drainage system and green area.. Solid waste is

collected on daily basis by the local agencies from site on monthly payment basis. There is temporary

waste collection area at the site from where municipal agency collects the waste generated from the site

on daily basis.



Form 1A


10.3.2 Environmental Management Budget

Implementation cost for environmental management plan during operation & construction phase of the

project is given below in Tables 18 & 19 below.

Table 18: EMP budget for Construction Phase

S. No. Activity Capital Cost (Lacs) Annual Recurring Cost (Lacs)

1. Health & safety of Workers (PPE,

safety officers etc)

4.0 1.0

2. Environmental Monitoring 2.0 2.0

3. Septic Tank ] 4.0 1.0

4. Sedimentation tanks 3.0 0.5

5. Covered sheds for storage of

material

3.0 0.5

Total 16.0 5.0

Table 19: EMP budget for Operational Phase

S. No. Activity Capacity/

Area/Nos./parameters

Capital

Cost

(Lacs)

Annual Recurring

Cost (Lacs)

1. STP 1100 KLD 220 4

2. Landscaping &

planting trees

34449.70 sq m 15 5

3. Solid waste

Management

Municipal waste-4100 kg/day 8 3

4. RWH Pit Installation 13 pits 39 6

5. Energy Saving 16.4 % 14 5

6. Environmental

Monitoring*

Air, water, soil and noise 2 2

Total 298 25

* Environment monitoring to be carried out twice in year so recurring cost per annum is double that of

onetime cost of environmental monitoring.

10.3.3 Environmental Monitoring

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

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

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

be taken. Project is in operation phase and there are no major impacts anticipated due to project in



Form 1A


operation phase on air, soil, noise and ground water quality. However the environmental monitoring can

be carried out as suggested by the competent authority.

10.3.4 Awareness and Training

Training and human resource development is an important link to achieve sustainable operation of the

facility and environment management. For successful functioning of the project, relevant EMP is

communicated to residents. Residents are made aware of the importance of waste segregation and

disposal, water and energy conservation through the signages provided in the project site.



Conceptual Plan


1.0 INTRODUCTION


Panchkula, Haryana. License was obtained from DTCP, Haryana for development of the project and copy

of the license is attached as Annexure I. Project comprises of 5 nos. of residential blocks, 4 nos. of EWS

blocks, 3 nos. of convenient shopping blocks, primary school and nursery school. Built-up are of the

project was 2,40,000 sq m excluding basements. Building permission was obtained from HUDA for

development of the Project and copy of the approved layout is attached as Annexure II.

M/s Santur Developers Pvt. Ltd. had obtained prior environment clearance for the project from

MoEF&CC under activity 8 (b) and Category B in 2007 and copy of EC letter is attached as Annexure

III. Consent to establish was also obtained from HSPCB and copy is enclosed as Annexure IV.

Construction of the project was completed approx. 85% till 2012 and thereafter construction was stopped

due to some unavoidable circumstances. It was planned to resume the construction in 2014 and

accordingly, application was filed in 2014 for obtaining extension of validity to SEIAA, Haryana.

Then it was learnt from some sources that for construction project, EC is valid till the construction is

completed and there was nothing mentioned about the validity of the environmental clearance in the

environmental clearance letter also. Thus the application for extension was then withdrawn and remaining

construction was carried out at the site. Project is completed and copies of occupancy certificate are

attached as Annexure V.

Thereafter a letter was received from Regional Office, MoEF&CC in June, 2017 regarding the expiry of

validity and continued construction at the site after the expiry of validity of EC and declared the activity

(15% of construction) as violation. Thus, M/s Santur developers Pvt. Ltd. is herewith submitting an

application for obtaining the environmental clearance again for the project as per MoEF&CC Notification

SO 804 (E) dated 14.03.2017. M/s Santur developers Pvt. Ltd. is law abiding company and has taken all

necessary approvals as required prior the project development. M/s Santur developers Pvt. Ltd. also

submits the six monthly compliance on regular basis. A visit was carried out by Regional office,

MoEF&CC in December, 2014 and certified that all the conditions as given in EC letter are being

followed by M/s Santur Developers Pvt. Ltd. Copy of certified compliance report is attached as

Annexure VI. Application has been submitted to HSPCB for grant of Consent to Operate.

The referred violation has happened only due to confusion about the validity period of the environmental

clearance. M/s Santur developers Pvt. Ltd. commits not to repeat any such violation in future and abide by

all the terms and conditions of the environmental clearance and EIA Notification, 2006 as amended.

1.1 APPLICABLE LEGISLATIONS

Project site is spread over area of 111918.66 sq m and has built-up area of 3,14,627 sq m (Basement-

74627.197 sq m + Other built-up=2,40,000 sq m) . Project since has built-up area of more than 3,00,000

sq m thus the project will fall under activity 8(b) and Category A of Schedule I as per the Amendment in

EIA Notification, 2006 dated 09.12.2016. Further the project also involves violation of EIA Notification,

2006 thus the project will attract again the applicability of MoEF&CC Notification SO 804 (E) dated

14.03.2017 and as per the said notification, project falls under activity 8(b) and category A. The project

will be appraised at MoEF&CC under Category A for grant of environmental clearance. Other

legislations applicable on the project are listed below



Conceptual Plan


Environment Protection Act, 1986

EIA Notification, 2006 as amended

Air Act, 1981

Water Act, 1974

MSW Rules, 2016

Construction & Demolition Waste Management Rules, 2016

Plastic Waste Management Rules, 2016

Hazardous & Other Waste Management Rules, 2016

E-Waste Rules, 2011 as amended in 2016

HUDA Bye Laws

1.2 SITE LOCATION, LAND USE AND SURROUNDINGS OF PROJECT SITE

Project site is located at Sector-20, Panchkula, Haryana. Location map of the project site is given in

Figure 1. Site is spread over the area of 27.66 Acres (111918. 66 m2). Geographical coordinates of the

center of the project site are 30°39'52.72"N & 76°51'18.41"E. Geographical coordinates of all the corners

of the project site are given in Table 1 & Figure 2.

Land use of the project site is residential as per the Master Plan of Panchkula, 2025. Land use zoning plan

of the project site is attached as Annexure VII. Master plan of Panchkula showing the location of the

project site is given in Figure 3. Project site is surrounded by residential colonies majorly. Google map

depicting the project site and its surroundings within 500 m, 2 km, 5 km and 10 km are attached as

Annexure VIII. There is no forest area or environmentally sensitive area within 10 km of the project site.

NOC is also obtained from forest department for development of the project and copy of NOC is attached

as Annexure IX. Details of the surroundings of the project site are given in Table 2.



Conceptual Plan


Figure 1: Location Map of Project Site

Table 1: Geographical coordinates of Project site

Point as in

Map

Latitude Longitude

A 76°51'19.74"E 76°51'19.74"E

B 30°39'52.95"N 76°51'28.45"E

C 30°39'52.97"N 76°51'27.75"E

D 30°39'53.71"N 76°51'27.83"E

E 30°39'52.63"N 76°51'26.65"E

F 30°40'0.50"N 76°51'16.02"E

G 30°39'55.57"N 76°51'12.36"E

H 30°39'55.39"N 76°51'12.58"E

I 30°39'55.17"N 76°51'12.36"E

J 30°39'53.83"N 76°51'9.40"E

K 30°39'53.52"N 76°51'11.69"E



Conceptual Plan


L 30°39'51.15"N 76°51'11.65"E

M 30°39'51.35"N 76°51'12.01"E

N 30°39'48.94"N 76°51'15.18"E

O 30°39'48.77"N 76°51'15.83"E

P 30°39'47.10"N 76°51'17.62"E

Q 30°39'47.12"N 76°51'18.05"E

R 30°39'52.79"N 76°51'29.54"E

S 30°39'50.80"N 76°51'27.36"E

T 30°39'49.72"N 76°51'28.75"E

U 30°39'51.69"N 76°51'30.87"E

V (Centre of the

project site) 30°39'52.72"N 76°51'18.41"E

Figure 2: Geographical coordinates of the Project Site



Conceptual Plan


Figure 3: Master Plan of Panchkula, 2025

Table 2: Site Surroundings of the Project Site


1. Nearest Populated Area Kundi Village

Peer Machula

Sector 12A


Green City

Sector -21

Rally Village

Fatehpur

Saraswati Vihar

Dhakoli

Abuts Site

1.1 km, SE

1 km, NW

1.4 km, NW

900 m, NW

820 m, NE

1.29 km, N

650 m, NE

900 m, NE

1.33 km, SW

2. Nearest City/Town Panchkula (project site is within

Panchkula city)

3. Nearest School/

College Schools:



Gurukul


Panchkula

250 m, NE

30 m, E

490 m, NE

740 m, SE

140 m, E



Conceptual Plan




The British School


Colleges:


Management






Puneet College

600 m, NE

3.7 km, SW

1.8 km, NE

950 m, SW

1.3 km, NW

2.2 km, NW

2.4 km, N

2.7 km, NW


Centre




Lifecare Hospital


Naturopathy Centre

440 m, SE

400 m, NE

350 m, NE

1.27 km, NE

510 m, SE

10 m, W


Raghunath Mandir

Ruhani Masjid

Arya Samaj Temple

Juma Masjid


Peer

900 m, NW

2.2 km, NW

5.2 km, NW

8.1 km, NW

2.1 km, NE

4.1 km, NE

5.2 km, N


Sanctuary



Kolhai Ratan RF

14.5 km, NE

4.5 km, W

8.6 km, NW

4.9 km, NE


Sukhna Lake

1.3 km, E

8.2 km, NW

*Project site is outside the defined ESZ of the sanctuary

1.3 CONNECTIVITY OF PROJECT SITE

Project site is well connected with rail and roads network. A 25 m wide road abuts the project site in East

direction which is at the entrance of the project site. Further, National Highway-64, National Highway-22

and National Highway-73, at distance of 3.2 km, SW, 3.1 km, SW, km, 3 km, E direction, respectively,

from the project site. Chandigarh Railway Station is at distance of 5 km in North-West direction from the

site. Chandigarh International Airport is at distance of 4.3 km in South-West direction. Connectivity map

of the project site is given in Figure 4. Details of the connectivity of the project site are given in Table 3.



Conceptual Plan


Table 3: Connectivity of the Project Site


1. Nearest Railway

Station Chandigarh Railway Station 5 km, NW

2. Nearest Airport Chandigarh International

Airport

4.3 km, SW

3. Nearest Highway Ambala Chandigarh

Expressway

National Highway-64

National Highway-22

National Highway-73

3.1 km, SW

3.2 km, SW

3.1 km, SW

3 km, E

4. Nearest Road 25 M, Wide Road


Highway

Sector 20 Road


Amartex Road

Golf Course Road

Baltana Main Road

Abuts site, E

620 m, W

820 m, N

780 m, NW

2 km, NW

2.2 km,NE

1.59 km, NW

Figure 4: Connectivity Map of the Project Site



Conceptual Plan


1.4 PROJECT COST

Total cost of the project including land and development cost is INR 862 Crores.

1.5 LAND REQUIREMENTS AND AREA SUMMARY

The total plot area of the project site is 111918.66 m2 (11.19 ha). Project comprises of 5 nos. of residential

blocks (24 towers), 4 nos. of EWS blocks, 3 nos. of convenient shopping block, primary school and

nursery school. Area statement summary for the project is given in Table 4. Site layout plan is attached as

Annexure X.

Table 4: Area Summary

S.

No.

Description Area (sq m)

1. Total Plot Area 111918. 66

2. Permissible Ground Coverage (@35 % of net

plot area)

39,171.531

3. Proposed Ground Coverage (@ 14.4 % of plot

area)

16110.523

4. Permissible FAR (@1.75 of Plot area) 195857.655

5. Purchased FAR 2963.65

6. Total permissible FAR 198821.305

7. Proposed FAR 198821.305

Proposed FAR (Residential Tower of general

+EWS)

198286.239

Proposed FAR (Shopping) 535.066

8. Non-FAR

Basement

Community Centre

Stilt

Mumty Machine Room

Primary School

Nursery School

Non FAR-Towers

115806

74627.197

2152.139

3247.11

2692.42

755.95

4046.05

28225

9. Total Built-up Area 314627.305

10. Green Area (@30.78% of plot area) 34449.70

11. Height of building (m) 57.25 m

12. Dwelling Units (Nos.) 1321 (1113

General + 208

EWS)

13. Staff units 152 nos.



Conceptual Plan


1.6 ESITIMATED POPULATION

Estimated population at the site 9425 includes residents, visitors, students and staff. Detailed estimates are

given below in Table 5.

Table 5: Estimated Population

Category No. of DUs/ Area (sq m) Standard Population

Group Housing


Staff-Resident 152 units 1 Person per unit 152

Staff

~2 % of population 126


Total-Group Housing 6121

EWS


Staff -- 5 % of population 52


Total-EWS 1144

Convenient Shopping

Staff -- -- 30

Community Centre (for 900 visitors occupancy)

Staff -- -- 30

Visitors -- -- 900

Total Community Centre 930

School (Nursery School + Primary School)

Total Population 4802 sq m 1 person/ 4 sq m 1200

Staff -- -- 100

Student -- -- 1100

Total Population 9425

1.7 WATER REQUIREMENT AND SEWAGE GENERATION

Water demand during construction phase is 20-30 KLD. Source of water during construction phase is

HUDA supply and private water tankers. Letter from HUDA for water supply is attached as Annexure

XI. Total water requirement of the project is 1159 KLD out of which domestic water requirement is 1046

KLD. Fresh water requirement of the project is 732 KLD. Recycled water requirement is 427 KLD.

Source of water during operation phase is HUDA supply. Daily water requirement calculation and

wastewater generation for the project is given in Table 6 and 7 respectively. Water balance diagram for

dry & monsoon season are given below in Figure 5 & 6.



Conceptual Plan


Table 6: Calculations for Daily Water Demand

Category Population Standard Water

Requirement-

KLD

Fresh Water

Requirement-

KLD

Recycled

Water

Requirement-

KLD

Residents 6605 135 LPCD 892 624 268

Staff-residents 152 135 LPCD 21 15 6

Staff &

Students

1438 45 LPCD

65 45 20

Visitors 330 15 LPCD 5 4 1

Visitors-

community

centre

900 70 LPCD

63 44 19

Total Domestic Water Requirement 1046 732 314

Landscape 34449.70 3 l/day 103 0 103

DG cooling 1350 kVA 0.9l/kVA/hr

10 0 10

Total Water

Requirement

-- --

1159 732 427

Table 7: Wastewater Calculations

Description Quantity (KLD)

Sewage Generation (80% of domestic water

requirement)

834

STP Capacity 1100

Treated Water (@80% of the sewage) 669

Flushing 314

Landscaping 103

DG Cooling 10

Sewer 242




and 345 KLD during rainy season is disposed off into sewer. Sewerage layout is attached as Annexure

XII. STP feasibility report is attached as Annexure XIII.



Conceptual Plan


Figure 5: Water Balance Diagram during Dry Season


1159 KLD


732 KLD


427 KLD

Flushing

314 KLD


732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 427 KLD

Sewer

242 KLD

Municipal Supply

732 KLD

Landscape

103 KLD DG Cooling

10 KLD



Conceptual Plan


Figure 6: Water Balance Diagram during Monsoon Season


1056 KLD


732 KLD


324 KLD

Flushing

314 KLD


732 KLD

Sewage

834 KLD

80%

STP

1100 KLD 324 KLD

Sewer

345 KLD

Municipal Supply

732 KLD

Landscape

0 KLD DG Cooling

10 KLD



Conceptual Plan


1.8 STORM WATER MANAGEMENT









Ground water level in district during pre-monsoon is 8.11-29.44 mbgl and post-monsoon is 6.78-29.0

mbgl. An underlain stratum is also feasible for artificial recharge. Stage of ground water development in

project area is app. 85%. Out of 3 blocks, 1 is over exploited, 1 is safe and 1 is semi critical. Thus this

makes rain water harvesting more essential. Rain water harvesting pits are designed for peak hourly

rainfall of the area. In Panchkula, peak hourly rainfall recoded by IMD is 79 mm. Calculations for rain

water harvesting pits are given below in Table 9. Schematic diagram of RWH pit is attached as

Annexure XIV a. Layout showing location for RWH pits is attached as Annexure XIV b.

Table 8: Available Run-off from Site

S. No. Catchment Area (sq m) Run-off

Coefficient

Average

Annual

Rainfall

(mm)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 1029 14919.96

2. Green 34449.70 0.1 1029 3544.761

3. Paved 61358.44 0.7 1029 44197.27


Table 9: Calculation for RWH Pits

S. No. Catchment Area (m2) Run-off

Coefficient

Peak

Hourly

Rainfall

(m)

Available

Annual

Run-off

(cum)

1. Roof 16110.52 0.9 0.079 1145.5

2. Green 34449.70 0.1 0.079 272.1

3. Paved 61358.44 0.7 0.079 3393.2


Retention Time 15 min

Available Run-off in 15 min 1202.7

Size of RWH Pit & Desilting Chamber 92.6

Nos. of RWH Pit 13

Nos. of Pits proposed 13



Conceptual Plan


1.9 VEHICLE PARKING FACILITIES

Parking facility is provided as per HUDA Bye Laws. Parking required and proposed for the project are

given below in Table 10 & 11.

Table 10: Parking Required As Per HUDA Norms

Category Standard Units Parking

Required (ECS)

Residential 1 ECS/Unit 1113 1113

Required Parking 1113

Table 11: Parking Provided

S. No. Parking Type Parking Provided (ECS)

Basement

1. Covered single parking 1117

2. Covered back to back parking 202

3. Covered mechanical parking 172

Total Parking Provided in Basement 1551

4. Surface parking 176

Total Parking Provided 1727

1.10 POWER REQUIREMENT

Power requirement for the entire project is 8967 KW (11208.8 kVA) and is sourced from UHBVN.

Approval letter from UHBVN for power supply is attached as Annexure XV. Area reserved for

substation is approx. 2400 sq m. 33 KV substation is established within the project site and is connected

to nearest UHBVN substation. Two nos. of DG set of total capacity 1350 kVA (600 kVA+ 750 kVA) are

installed at the site as power back for providing essential load only. DG sets are provided with a acoustic

enclosure.

1.11 SOLID WASTE GENERATION & MANAGEMENT

Solid waste is generated both during construction as well as during operation phase. Solid waste

generated during construction phase comprised of excavated materials, used bags, bricks, concrete, MS

rods, tiles, wood etc. Table 12 details the solid waste management plan followed during construction

phase.

Table 12: Solid Waste Management during Construction Phase

S. No. Solid Waste Solid Waste Management

1. Waste materials like MS Rods,

bricks, concrete, broken tiles,

wood pieces, cement bags etc.

Construction waste was segregated into recyclable/reusable

and discarded material. Recyclable material was sold to

authorize dealers. Re-usable material was stored under

covered conditions at site and reject were disposed off


2. Excavated Soil

Top soil was stripped off and stored in covered condition.

Top soil was used for landscaping within the project site.

Remaining excavated soil was used within the site for

filling and leveling and construction of roads. Excess muck

was disposed off through authorized vendors. Total muck




Conceptual Plan


3. Domestic Waste Domestic waste generated by labour at the site was

disposed off through local agencies in the area on daily

basis.




is generated from project site. Estimations for solid waste generation during operation phase are given in

Table 13. Municipal Waste is managed as MSW Rules, 2016.

Table 13: Calculation of Solid Waste Generation

Category Population/Area Standard Waste

Generation

(Kg/day)

Recyclable

Waste

(Kg/day)

Non

Recyclable

Waste

(Kg/day)

Residents 6605 0.5 3302.5 990.8 2311.8

Staff-

residents 152 0.5 76.0 22.8 53.2

Staff &

Students 1438 0.25 359.5 107.9 251.7

Visitors 330 0.15 49.5 14.9 34.7

Visitors-

community

centre 900 0.25 225.0 67.5 157.5

Landscape 8.5

0.2

kg/acre/day 1.7 0.0 1.7

STP -- -- 85.0 0 85.0

Total Waste Generated 4099.2

~4100

1203.8

~1204

2895.5

~2896






Disposal

a. Rejected fraction of the waste is collected and disposed by local agencies on daily basis


c. Used oil from DG sets is sold to authorized vendors

1.12 GREEN AREA

Total green area measures 34449.70 m2 i.e. 30.78 % of the plot area is kept under green cover. Species

planted at the site are Anthocephalus cadamba, Alstonia scholaris, Ficus infectoria, Euginia jumbolana,



Conceptual Plan


Azadiracta indica, Ficus retusa, Cassia fistula, Mimusops elengi, Peltoforum ferruginnum, Acacia

auriculiformis, Chorisia speciosa, Cassia renigera, Delonix regia, Terminalia arjuna, Terminalia arjuna,

Cassia siamea, Plumeria alba, Erythrina indica, Bombax malabaricum, Ficus benjamina. Landscape

Plan for the project site is attached as Annexure XVI. Details of Green area is provided below in Table

14

Table 14: Detail of Green Area

S. No. Particular Areas (sq m)

1 Total Green Area 34449.70

2 Peripheral Green Belt and soft green (@10% of the

green area)

11483.7

3 Hard Green Area 229966

4 Nos. of trees provided (@1 tree/80 sq m) 1400

1.13 MATERIALS USED FOR CONSTRUCTION

Construction material used for the project construction is given in Table 15. Construction material was

purchased from local area majorly. Table 16 below lists the construction material with their U value

Table 15: Details of Construction Material S. No. Material Quantity (MT)

1 Cement 50340.4

2 Steel 18877.6

3 Sand 128997.2

4 Aggregate 195068.9

Table 16: List of Construction Materials

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

Walls:

Brick:

Plastered both sides 3.24

Solid Unplastered 2.67

Plastered both sides 2.24

Concrete, Ordinary, Dense:

-152mm 3.58

-203mm 3.18

Concrete block:

CLC Fly ash block 1.19

Hollow Concrete block, 220mm, single skin, outside rendered, inside plastered:

CLC Fly ash block 1.70

Roofs Flat

Reinforced concrete slab, 100mm, scered 63-12

mm, 3 layers bituminous felt

3.35

Floors:

Concrete on ground or hardcore fill 1.13

+ Grano, Terrazze or tile finish 1.13



Conceptual Plan


+ Wood block finish 0.85

Exposure South Shelterd:

Single glazing 3.97

Double glazing 6 mm space 2.67

LIST OF MACHINERY USED DURING CONSTRUCTION

Dumper

Concrete mixer with hopper

Excavator

Concrete Batching Plant

Cranes

Road roller

Bulldozer

Tower Cranes

Hoist

Labor Lifts

Concrete pressure pumps

Mobile transit mixer

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