final compliance report-check - nromoef.gov.innromoef.gov.in/smpr/06082015/61.pdfstp technology :...

Project : Greenopolis

Promoter : Orris Infrastructure Pvt. Ltd.

Compliance Report of the conditions laid in the

Environmental Clearance: up to May’2015

EIA Coordinator

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For Orris Infrastructure Pvt. Ltd.

(Authorized Signatory)

PROJECT INTRODUCTION:

“Greenopolis” is a residential group housing colony situated at sector-89, village Hyatpur,

Gurgaon, Haryana. The project is developed by Orris Infrastructure Pvt. Ltd. Total plot area of the

project is 1,91,085.25 sq. m. (47.218 acres) and the built up area is 5,10,080.92 sq. m. The project

has been granted Environmental Clearance by State Environment Impact Assessment Authority,

Haryana vide letter no. SEIAA/HR/2013/587 dated 4th

September 2013. Copy of environmental

Clearance is enclosed as Annexure I.

PROJECT DESCRIPTION:

Location : Sector-89, Village Hyatpur, Gurgaon, Haryana.

Category : B1 under Item 8 (b) (as per EIA Notification)

Plot Area : 1,91,085.25 sq. m.

Built up Area : 5,10,080.92 sq. m.

Capacity : The building will comprise of 54 blocks, 2 Basements + GF +

Maximum 24 Floors

Number of Dwelling units : 2739

Servant Units : 236

Water Demand : 2848 KLD (Fresh Water: 1312 KLD; Treated water: 1536 KLD)

(Revised water demand as per condition no. 38 of the EC letter)

Power Demand : 20876 kVA (20.8 MVA)

STP Capacity : 1900 KLD

STP Technology : Moving Bed Bio Reactor (MBBR)

PROJECT STATUS:

The project is in construction phase. About 4,14779.95 sq. m. built up area has been constructed

at site. Photographs showing the same are enclosed as Annexure II. The company has invested

about 625.24 crore towards the project till 31st march. The breakup of the same is given below:





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Particulars Amount (Rs. In Cr.)

Land & Related Cost including EDC/IDC 194.03

Construction/Development Expenses

• Civil/Site Development 417.48

• Consultancy & Designing Fees 12.38

• Other Misc. Expenses 1.35

Total 625.24

Copy of Certificate of Capital Investment is enclosed as Annexure III

OBJECTIVES:

• To analyze the outcomes of EIA studies.

• To monitor the environmental data that has been collected in the assessment with the standards,

predictions and expectations outlined prior to the projects’ commencement.

• To evaluate taking into account the findings of the project in relation to standards, pre-project

predictions and expectations.

• To establish the links between pre-project goals and targets and post project achievements.

• Control of project and environmental impacts

METHODOLOGY:

1. Monitoring – Collection of Environmental data (one day) post project scenario during

construction phase. The parameters include:

a. Ambient Air Monitoring

b. DG stack emissions

(Total no. of DG set deployed: 9; Cumulative capacity : 3095 kVA)

• 500 kVA : 2 nos.

• 400 kVA : 1 no.

• 380 kVA : 3 nos.

• 250 kVA : 1 no.

• 125 Kva : 1 no.

• 180 kVA : 1 no.





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c. Ambient Noise levels at the project boundary

d. Soil analysis

e. STP Treated water report

Other related information was collected during site visits as well as compliance of the

conditions were monitored and recorded during site visits.

2. Evaluation – the appraisal of the conformance with standards, predictions or expectations as

well as the environmental performance of the activity.

3. Management – making decisions and taking appropriate action in response to issues arising

from monitoring and evaluation activities.

4. Communication – informing the stakeholders about the results of EIA follow-up in order to

provide feedback on project/plan implementation as well as feedback on EIA processes.

AGENCY:

The study has been collectively carried out by Gaurang Environmental Solutions, Jaipur & M/s

Aqura Labs Pvt. Ltd. (NABET approved EIA Consultant Organization) &. The environmental

parameters were recorded by M/s Eko Pro Engineers Pvt. Ltd. (NABL accreditated & MOEF

recognized Environmental Laboratory)





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COMPLIANCE OF THE CONDITIONS LAID IN THE ENVIRONMENTAL

CLEARANCE

PART A: SPECIFIC CONDITION

1. CONSTRUCTION PHASE

S. No. Condition in EC Compliance status

1. Consent for Establishment shall be

obtained from Haryana State Pollution

Control Board under Air and Water Act

and a copy shall be submitted to the

SEIAA, Haryana before the start of any

construction work at site.

Consent to Establish has been obtained vide letter

no. HSPCB/ Consent/: 2821213 GUSOCTE

301558 dated 27.11.2013. Copy of the CTE is

enclosed as Annexure IV.

2. A first aid room as proposed in the

project report shall be provided both

during construction and operational

phase of the project.

The first aid facility has been provided at site and

will be maintained throughout the construction and

post construction phase. Photographs showing the

same are enclosed as Annexure V.

3. Adequate drinking water and sanitary

facilities should be provided for

construction workers at the site.

Provision should be made for mobile

toilets. Open defecation by the labours is

strictly prohibited. The safe disposal of

waste water and solid waste generated

during the construction phase should be

ensured.

Safe drinking water: Effective arrangements for

sufficient supply of wholesome drinking water

have been provided at suitable points conveniently

situated for all persons employed. Photographs

showing the same are enclosed as Annexure VI.

Toilet Facility: Separate temporary toilets have

been provided for male and female workers at site.

The toilets are conveniently situated so that they

are accessible to the building workers at all times.

Photographs showing the same are enclosed as

Annexure VII. Further, the contractors are abided

to ensure that there is no open defecation by the

labours.





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Waste Water Disposal: Waste water generated

during construction phase is being routed to septic

tank followed by soak pit.

Solid Waste Disposal:

a. Municipal solid waste generated (168 kg/day)

is being sent to Municipality disposal site.

b. Construction waste: About 30,600 MT of the

construction waste is estimated to be generated

(Source: TIFAC report). Details of the same

are summarized as under:

S.

No.

Particulars Waste generation as

per standard (MT)

Actual Waste

Generation till date

Disposal

1. Wood 14688 Nil Sold to vendors

2. Dry Wall

6120

1731 MT Reused within project site

(photographs enclosed as

Annexure VIII)

3. Concrete 2754 6000 cu. m. Reused for filling purposes

4. Metal Scrap

612

329 MT Sold to vendors (Details

enclosed as Annexure IX )

5. Cardboard 4590 Nil Sold to vendors

6. Plastics 612 Nil Sold to vendors

7. Electronic Scrap 612 Nil Disposal site.

8. Misc.(Paint,

Ceramic etc) 612

Nil Disposal site.



EIA Coordinator

4. All the topsoil excavated during

construction activities should be stored

for use in horticulture/landscape

development Within the project site.

5. The project proponent shall ensure that

the building material required during

construction phase is properly stored

within the project area and disposal of

construction waste should not create

any adverse effect on the

communities and should be disposed of

after taking necessary precautions for

general safety and health aspects of

people, only in approved sites with the

approval of competent authority.

Orris Infrastructure Pvt. Ltd.


Environmental Clearance: up to

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All the topsoil excavated during

construction activities should be stored

for use in horticulture/landscape

development Within the project site.

The topsoil excavated during construction phase

has been preserved and stock piled. Photographs

showing the same are enclosed as

Temporary seeding, mulching

preserve the top soil. The same will be reutilized

later within the project site for landscaping

purposes.

The project proponent shall ensure that

the building material required during

construction phase is properly stored

within the project area and disposal of

should not create

any adverse effect on the neighbouring

and should be disposed of

after taking necessary precautions for

general safety and health aspects of

people, only in approved sites with the

approval of competent authority.

Building material storage:

required for construction is being

designated storage area within the project premises.


Annexure XI. Capacity of storage for various

building materials are as follows :

S. No. Material

1. Steel

2. Cement

3. Sand

4. Aggregate

5. Admixtures

6. Fly ash





The topsoil excavated during construction phase

has been preserved and stock piled. Photographs

showing the same are enclosed as Annexure X.

Temporary seeding, mulching has been done to

The same will be reutilized

project site for landscaping

terial storage: Building material

is being properly stored in

designated storage area within the project premises.


Capacity of storage for various

follows :

Storage Capacity

1000 MT

45,000 bag

6500 MT

13000 MT

22,000 kg

100 MT





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Construction Waste Management :

The construction waste generated during

construction phase is being managed effectively by

the contractors and site engineers. Instructions have

been given to the contractor to dispose-off the solid

waste with prior permission at the municipality

disposal sites only. However, efforts have been

made to reduce the quantity of the waste generated

by proper management of the construction material

and judicious use of the resources. The

management has been given at point no. 3 above.

6. Construction spoils, including

bituminous material and other

hazardous materials must not be

allowed contaminant water courses at

the dump sites for such material must be

secured so that they do not leach in to

the ground water and any hazardous

waste generated during construction

phase, should be disposed off as per

applicable rules and norms with

necessary approval of the Haryana State

Pollution Control Board.

There will be no hazardous waste including

bituminous waste generated during the

construction phase as define under HWM Rules,

2008. However, the construction waste generated

during construction phase is being managed

effectively by the contractors and site engineers.

Instructions have been given to the contractor to

dispose- off the solid waste with prior permission

at the municipality disposal sites only. However,

efforts have been made to reduce the quantity of

the waste generated by proper management of the

construction material and judicious use of the

resources.

7. The diesel generator sets to be used

during construction phase should be of

low sulphur diesel type and should

conform to Environment (Protection)

Rules prescribed for air and noise

emission standards.

D.G. set conforming to the applicable rules for air

and noise emissions has been deployed at the site.

Total 9 DG sets have been deployed at site of

cumulative capacity 3095 kVA. Photographs

showing the same are enclosed as Annexure XII.

Analysis report for stack emission is enclosed as

Annexure XIII.





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Low sulphur fuel (sulphur content: 0.05%) is being

used in the DG sets during construction phase.

Copy of HSD bills are enclosed as Annexure XIV.

8. The diesel required for operating DG

Sets shall be stored in underground

tanks and if required, clearance from

Chief Controller of Explosive shall be

taken.

Diesel used for D.G. sets is being and will be stored

in plastic drums. Photographs showing the same are

enclosed as Annexure XV. Further, the same is

placed on impervious base to avoid contamination

of soil or ground water due to spillages.

9. Ambient noise level should conform to

the residential standards both during

day and night. Incremental pollution

loads on the ambient air and noise

quality should be closely monitored

during construction phase. Adequate

measures should be taken to reduce

ambient air and noise level during

construction phase, so as to conform to

the stipulated residential standards.

All necessary measures have been adopted to

ensure that air & noise levels conform to residential

standards laid down by CPCB. The same are listed

as under:

• Unnecessary idling has been avoided through

the use of auxiliary power units, electric

equipment, and strict enforcement of idling

limits.

• Heavy vehicles carrying construction material

are being and will be operated during night time

to avoid traffic congestions especially during

the peak hours.

• Minimum use of DG set (only at the time of

power cuts or failure).

• Regular sprinkling to minimize the fugitive

emissions.

• PUC Certified vehicles are being used. Copy of

PCU certificates are enclosed as Annexure

XVI.

Ambient noise monitoring has been carried out at

site and the results are well within the permissible

standards. Copy of monitoring reports enclosed as

Annexure-XVII.





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10. Fly ash should be used as building

material in the construction as per the

provisions of fly ash notification of

September 1999 and as amended on 27th

August 2003.

Fly ash has been used as building material as

mentioned under:

S.

No.

Building

Material

Fly Ash

content

Quantity used

(till 31.03.2015)

1. Portland

Pozzolana

Cement (PPC)

15-35% 2105.5 MT

(42,113 bags)

2. Fly ash bricks 60-80% 4,09,928 nos.

3. Fly ash (for

RMC)

100% 17,397.75 MT

Separate records of the same are being maintained

at site. Copy of Stock Summary is enclosed as

Annexure-XVIII.

11. Storm water control and its reuse as per

CGWB and BIS standards for various

applications should be ensured.

Storm water control and rain water harvesting will

be done as per the standards laid down by CGWA

& BIS. Following measure will be adopted for the

same:

Construction Sequencing: Construction

sequencing (involves disturbing only part of a site

at a time to prevent erosion from dormant parts)

has been done at site. Grading activities and

construction are completed and soils are effectively

stabilized on one part of the site before grading and

construction commence at another part.

Compost Blankets: A compost blanket is a layer

of loosely applied composted material placed on

the soil in disturbed areas to reduce storm water

runoff and erosion. This material fills in small rills

and voids to limit channelized flow, provides a

more permeable surface to facilitate storm water

infiltration, and promotes re-vegetation.





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12. Water demand during construction

should be reduced by use of pre mixed

concrete, curing agents and other best

practices.

Best construction practices has been adopted to

reduce the water demand for construction

activities:

• Use of curing water: Spraying of curing water

and after liberal curing, all concrete structures

are covered with gunny bags, followed by

spraying of water. Photographs & bills of the

same are enclosed as Annexure --XIX.

• Use of polymer dispersion and air entraining

agents to reduce the construction water demand.

• Admixtures are being used to reduce water

demand during construction. Bills of admixtures

are enclosed as Annexure XX.

• Ready mix concrete is being used to the extent

possible, for construction purposes to reduce

the water demand.

• Discouraging the washing of vehicles and

equipment on the construction site. Workers are

not allowed to wash their personal vehicles on

site. Vehicles and equipment that regularly

leave the construction site should be washed

offsite.

13. In view of the severe constrains in

water supply augmentation in the region

and sustainability of water resources,

the developer will submit the NOC from

CGWA specifying water extraction

quantities and assurance from HUDA/

utility provider indicating source of

water supply and quantity of water with

details of intended use of water –

Drinking water (Potable): is being met through

tanker water supply of HUDA. Copy of bills

enclosed as Annexure XXI.

Construction water (Non-potable): The water

demand is being met from STP treated waste water

supply from HUDA (primary & secondary treated)

treated) which is being treated in STP of capacity

125 KLD (secondary & tertiary treatment) and then

reused for construction activities.





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potable and non-potable. Assurance is

required for both construction and

operation stages separately. It shall be

submitted to the SEIAA and R.O.,

MoEF, Chandigarh before the start of

construction.

Related records:

a. HUDA water supply bills: Annexure XXI.

b. No Objection Certificate from HUDA,

Gurgaon: Annexure XXII.

c. Details of STP (invoice, AMC bills, drawings

and other details): Annexure XXIII.

Ground water is not being used for construction

activities.

During operational phase of the project water

demand will be met through water supply from

HUDA. Ground water will not be used for the

project.

14. Roof should meet prescriptive

requirement as per energy conservation

building code by using appropriate

thermal insulation material.

Thermal characteristics of the roof assembly shall

be as under:

Climate zone: Composite*

Building Type: 24 hrs. used building

U value (W/m2-°C) 0.409

R value (m2°C/W) 2.1

*Source:ECBC CODE 2007

Following measures will be adopted to reduce the

heat ingress into the building:

• The solar panels will be provided on the roof

which will help to reduce exposed area, thereby,

reducing the heat gains inside the building.

• Energy efficient materials, heat reflecting terrace

surface and roof (by using broken white china

tiles & heat reflecting paint) will be provided to

reduce heat gains.

• Broken bricks will be used for roof insulation.

15. Opaque wall should meet prescriptive

requirement as per Energy Conservation

Thermal characteristics of the wall assembly shall

be as under:





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Building Code which is proposed to be

mandatory for all air conditioned spaces

while it is desirable for non-air

conditioned spaces by use of

appropriate thermal insulation material

to fulfil requirement.

Climate zone: Composite*


U value (W/m2-°C) 0.352



The project is multi storied non central air

conditioned group housing. The wall will be made

with fly ash bricks, AAC blocks, plastered outside

and water proofing paint. Shading devices provided

to shade to windows and external façade.

Following measures will be adopted to reduce the

heat ingress inside the building:

• Recessed windows and Covered balconies to

limit direct heat gains.

• Use of fly ash based cement having lower u &

R values.

16. The approval from competent authority

shall be obtained for structural safety of

the building on account of earthquake,

adequacy of fire fighting equipments,

etc. As per National Building Code

including protection measures from

lightening etc. If any forest land is

involved in the proposed site, clearance

under Forest Conservation Act shall be

obtained from the competent authority.

Structural Stability: The entire building has been

designed as per the provisions of National Building

Code-2005 for structural safety of the building

against any possible earthquakes. Copy of the

Structural Stability Certificate is enclosed as

Annexure- XXIV.

Fire NOC: Proper fire fighting arrangements have

been made at site. Photographs showing the same

are enclosed as Annexure XXV. Details of Fire

extinguishers are enclosed as Annexure XXVI.

Fire NOC from Municipal Corporation, Gurgaon

has been obtained vide letter no FS/MCG/ 2013/

564 dated 01.03.2013. Copy of the same is

enclosed as Annexure-XXVII.

Height Clearance form AAI: NOC has been





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obtained from Airport Authority of India vide letter

no. AAI/NOC/2012/120/77 dated 17.04.2012.

Copy of the same is enclosed as Annexure

XXVIII.

Further, Forest Clearance under Forest

Conservation Act is not applicable as there is no

forest land involved in the project. The copy of

certificate obtained from Divisional Forest Officer,

Gurgaon is enclosed as Annexure XXIX.

17. Overexploited groundwater and

impending severe shortage of water

supply in the region requires the

developer to redraw the water and

energy conservation plan. Developer

shall submit details of good practices

that have been included in the project to

reduce the overall footprint of the

proposed development including a

detailed water balance along with

source and quantities of potable and

non-potable water requirement

(including water requirement during

construction phase) incorporating water

efficiency / saving measures as well as

water reuse / recycling within 3 months

to the SEIAA, Haryana and R.O. MoEF,

GOI, Chandigarh.

During construction phase water demand is being

met through treated water supply from HUDA.

Water conservation measures (Construction

Phase): has been detailed at point 12 above.

Post construction Phase:

Revised water balance as per condition no. 38 of

the environmental clearance has been prepared on

the basis of 135 lpcd. As per revised water

demand calculation the total water demand

including source and quantities of fresh and

treated water requirement is given in table below:

Total Water Demand : 530 KLD

Type Quantity Source

Fresh water 1312 KLD HUDA water supply

Treated water 1536 KLD STP treated water

Detailed water balance along with water

demand calculation is given in point no. 38.

The water and energy conservation plan is given

below:





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Water conservation measures (Post Construction phase):

• Dual plumbing system has been proposed for the project to utilize the treated waste water for

flushing (658 KLD), landscaping and general washing (878 KLD). This will help in reducing the

fresh water demand by 54% (1536 KLD)

• Dual flushing fixtures will be used to allow different volumes of water for solid and liquid

flushing which will help in conserving the water demand for flushing significantly.

• Landscape design & management of irrigation systems:

• Drought tolerant species will be selected.

• Turfs will be avoided to the extent possible.

• Central shut off valve will be provided

• Drip irrigation/ sprinkler irrigation system will be used to conserve water

• Water meters will be installed for the following:

• Potable water consumption

• Landscape water consumption

• Hot water consumption through solar systems, at building level

• Treated waste water consumption

• DG cooling water make up

Energy Conservation Measures (Construction Phase):

• Efficient work scheduling and methods that minimise equipment idle time and double handling of

material

• Switching off construction equipment when not in use

• Switching off site office equipment and lights and using optimum lighting intensity for security

and safety purposes

• Regular maintenance of equipment to ensure optimum operations and fuel efficiency.

18. The project proponent shall construct

47 nos. Rain water harvesting pits for

recharging the ground water within

the project premises. Rain water

harvesting pits shall be designed to

Rain water harvesting (RWH) system for roof run-off

and surface run-off has been designed and

implemented as per the submitted plan & GOI manual.

47 nos. of rain water harvesting pits will be provided

for rain water harvesting during operational phase of





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make provisions for silting chamber

and removal of floating matter before

entering harvesting pit. Maintenance

budget and persons responsible for

maintenance must be provided. Care

shall also be taken that contaminated

water do not enter any RWH pit.

the project.

Design of Rain Water Harvesting :

For good design of rainwater harvesting, following

points are to be kept under consideration:

• Ideal location with good ground slope.

• The location has adequate subsurface permeability

of the aquifer to accommodate maximum recharge

of rainwater through injection well.

• Rate of filtration should exceed average rainfall

intensity.

• Clogging of filtration media should be cleaned

periodically.

• Ground water pollution does not take place.

• There will be provision of silting chamber to

remove floating matter before entering harvesting

pit.





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Contamination from different sources may affect the quality of runoff water. Contaminants commonly found in

storm water runoff and their likely sources are summarized in Table below:

S. No. Contaminant Sources Impact Mitigation

1. Sediment &

Floatables

Streets, lawns, driveways,

roads, construction

activities,

During construction, sediment fencing or

other erosion control devices will be used

to mitigate the short-term adverse impacts

of sedimentation.

2. Oil & Grease Roads, driveways, parking lots

etc.

Oil & Grease trap will be provided to

remove oil & grease, suspended matter,

and ensure the quality of water.

19. The project proponent shall provide for

adequate fire safety measures and

equipments as required by Haryana Fire

Service Act, 2009 and instructions issued

by the local Authority / Directorate of fire

from time to time. Further the project

proponent shall take necessary permission

regarding fire safety scheme/NOC from

competent Authority as required.

The same will be complied with.

Fire NOC: Fire NOC from Municipal

Corporation, Gurgaon has been obtained vide

letter no FS/MCG/ 2013/ 564 dated 01.03.2013.

Copy of the same is enclosed as Annexure-

XXVII. Adequate fire safety measure has been

adopted at site :

a. Good construction practises

b. All Safe construction practices &

precautionary measures will be adopted and

use of PPE will be mandatory.

c. Adequate fire-fighting arrangements will be as

per National Building Code - 2005 &

conditions laid in fire NOC.

d. All applicable IS standards for electricity will

be followed during construction phase.

e. Indian Electricity Act of 1910 and rules issued

there under revised up to date will be

followed.

f. Regulations for electrical equipment in

building issued by The Bombay Regional

Council of Insurance Association of India will





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be followed.

20. The project proponent shall submit

assurance from the DHBVN for supply of

20876 kVA of power supply before the

start of construction. In no case project

will be operational solely on generators

without any power supply from any

external power utility.

Copy of Assurance letter issued form DHBVN

regarding power supply to the project is enclosed

as Annexure XXX.

DG sets will be used as power back source only

during the power cuts & failure only and the

project will not be operational solely on generators

without any power supply from any external

power utility.

21. Detail calculation of power load and

ultimate power load of the project shall be

submitted to DHBVN under intimation to

SEIAA Haryana before the start of

construction provisions shall be made for

electrical infrastructure in the licensed

area.

Detailed calculation of power load has been

submitted to DHBVN on the basis of which power

supply assurance letter has been issued from

DHBVN. Copy of letter is enclosed as Annexure

XXX.

22. The project proponent shall not raise any

construction in the natural land depression

/ Nallah / Water course and shall ensure

that the natural flow from the Nallah/

Water course is not obstructed.

The same is noted and no construction will be

carried out in the natural land/ nallah or water

course.

23. The project proponent shall keep the

plinth level of the building blocks

sufficiently above the level of the

approach road to the group housing

project as per prescribed by-laws. Levels

of the other areas in the group housing

project shall also be kept suitably so as to

avoid flooding.

The plinth level of the building blocks is

constructed sufficiently above the level of the

approach road.

24. Construction shall be carried out so that

density of population does not exceed as

The maximum density of population due to the

proposed project will not exceed the approved





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approved by Director General Town and

Country Department, Haryana.

density of population by Director General Town

and Country Department, Haryana. The same is

summarized as under:

Max. Population density as per

approved zoning plan

Population Achieved Population density

as per design

Population

300 ppa 14,165 290 13,695

25. The project proponent shall submit an

affidavit with the declaration that ground

water will not be used for construction

and only treated water should be used for

construction.

During construction phase of the project water

demand is being met from treated water from

HUDA. Copy of Certificate in this regards issued

from HUDA, Gurgaon, is enclosed as Annexure -

XXII--. The affidavit in this regard was submitted

during the EIA stage. We would like to assure that

ground water is not being used for construction

activities.

26. The project proponent shall not cut any

existing tree and project landscaping plan

should be modified to include those trees

in green area.

The content of para 30 are noted and will be

followed.

27. The project proponent shall provide

helipad facility as required under NBC

norms and shall seek permission of

helipad from AAI accordingly.

The same is not applicable on the project as the

maximum height of the building will be 50 meter.

Helipad facility needs to be provided when

building height is more than 60 meters.


ECBC norms for composite climate zone

are met. In particular building envelope,

HVAC service, water heating, pumping,

lighting and electrical infrastructure must

meet ECBC norms.

The same will be complied with. Thermal

characteristics of the building envelope (roof, wall

and vertical fenestration) for composite climate

zone will be as under:


Roof Assembly

U value (W/m2-°C) 0.409






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Wall Assembly

U value (W/m2-°C) 0.352


Vertical Fenestration:

Maximum U-

factor

Maximum

SHGC

Maximum

VLT

3.30 W/m2-°C 0.25 0.27


29. The project proponent shall provide 3

meter high barricade around the project

area, dust screen for every floor above

the ground, proper sprinkling and

covering of stored material to restrict

dust and air pollution during

construction.

The same will be complied with. Following

measures have been adopted for mitigating dust

pollution during construction phase:

• Minimise dust generating activities

• The site has been covered from all four sides.

• Water sprinkling on haul roads.

• Water or Dust suppressants which are more

effective than water, will be applied judiciously

• Covering the stockpiles to prevent wind whipping

• Storage pile activity will be conducted downwind

• Unpaved roads will be properly maintained.

• Minimizing the haul roads by construction of semi

pucca roads during construction phase (photographs

of the same are enclosed as Annexure XXXI.

30. The project proponent shall construct

sedimentation basin in the lower level of

the project site to trap pollutant and other

wastes during rain.


followed.


proper rasta of proper width and proper

strength for the project before the start of

construction.

The same has been complied with.

32. The project proponent shall provide all Following measure has been adopted for safety of





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P a g e | 20



the safety measures for the workers

during construction of high rise building.

construction workers:

• All Safe construction practices & precautionary

measures has been adopted and use of PPE is

mandatory. Details of PPE are enclosed as

Annexure –XXXII.

• First-aid measures are provided at site.

Photographs of the same are enclosed as

Annexure -V

• Adequate fire-fighting arrangements will be as

per National Building Code - 2005 & conditions

laid in fire NOC.

• All applicable IS standards for electricity will be

followed in construction phase


the U value of the glass is less than 3.177

and maximum solar heat gain co-efficient

is 0.25 for vertical fenestration.

The same will be complied with. However, as per

ECBC 2007, the thermal characteristics of the

vertical fenestration will be as under:

Maximum U-factor Maximum SHGC Maximum VLT

3.30 W/m2-°C 0.25 0.27

Source:ECBC CODE 2005

34. The project proponent shall ensure

structural integrity of high rise building

during any seismic activity.

The entire building has been designed as per the

provisions of National Building Code-2005 for

structural safety of the building against any

possible earthquakes. Copy of the Structural

Stability Certificate is enclosed as Annexure-

XXIV.

35. The project proponent shall adequately

control construction dust like silica dust,

non-silica dust and wood dust. Such

dusts shall not spread outside project

premises. Project Proponent shall


measures have been adopted for mitigating dust

pollution during construction phase:

• Cutting and grinding operations on site should

be conducted using equipment and techniques





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P a g e | 21



provide respiratory protective

equipments to all construction workers.

that suppress and reduce dust emissions

• Respiratory protective equipments has been

provided to the construction workers. Bills of

personal protective equipments are enclosed as

Annexure XXXII.


the plinth level of the building block to

be 1.5 meter above 100 years flood

level.

The same is noted and will be followed.

37. The site for solid waste management

plant to be earmarked on the layout plan

and the detailed project for setting up

the solid waste management plant shall

be submitted to the Authority within one

month.

The same has been complied with. Solid waste

generated during construction phase is being

handled as per rules and norms.

Detailed solid waste management plan during

construction & post construction phase given at

point no. 3 above.

38. The project proponent shall design

water requirement @135 lpcd for EWS

blocks and shall submit revised water

requirement, STP capacity, waste water

generation and water balance diagram

before the start of the construction.

The water demand calculation and revised water

balance showing quantity of fresh and treated

water demand is given below:

Water Demand Calculation:

S.

No.

Particulars Population Fresh water demand Treated water demand Total water

demand

Residential development

1. Residents 13695 @ 90 LPCD: 1233 KLD @45 LPCD: 616 KLD 1849 KLD

2. Servants 472 @ 90 LPCD: 43 KLD @ 45 LPCD: 21 KLD 64 KLD

3. Staff 500 @ 30 LPCD: 15 KLD @ 15 LPCD: 8 KLD 23 KLD

4. Visitors 2150 @ 9 LPCD: 19 KLD @ 6 LPCD: 13 KLD 32 KLD

5. Swimming pool 2 KLD -- 2 KLD

Others

5. Landscaping -- 870 KLD 870 KLD

6. General washing -- 8 KLD 8 KLD





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P a g e | 22



Total 1312 KLD 1536 KLD 2848 KLD

Revised Water Balance:

Fresh

water

1312 KLD

Residential 1276 KLD

Staff & visitors 34 KLD

STP

treated water

1536 KLD

Flushing 658 KLD

Landscaping 870 KLD

1706 KLD

Waste water

S

T

P

Capacity

1800 KLD

Sludge &

evaporation

losses

170 KLD

Recycled/ reused for flushing, landscaping & general washing

1021

27

658

Daily water demand: 2848 KLD

{1312KLD (fresh) + 1536 KLD (recycled/ reused water)}

general washing 8 KLD

Swimming pool 2 KLD

Source: Fresh Water : HUDA Water Supply; Treated Waste water: STP Treated Water

39. The project proponent shall provide one

refuse area till 24 meter, one till 39

meter and one each after 15 meter as per

National Building Code.

The same will be complied with. Refuge areas

will be provided as per National Building Code

2005.

40. The project proponent shall provide fire

control room and fire officer for

building above 30 meter as per National

Building Code.

Proper fire fighting arrangements has been made

as per NBC 2005.

41. The project proponent shall obtain

permission of Mines & Geology

Department for excavation of soil before

the start of construction.

The same has been complied with. Copy of

mining approval obtained from Department of

Mines & Geology is enclosed as Annexure

XXXIII.


no construction activity is undertaken on

No construction activity has been/ will be carried

out on revenue rasta passing through the project





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P a g e | 23



surface of revenue rasta passing through

the project area.

area.

43. The project proponent shall indicate the

width and length of revenue rasta

passing through the project area on sign

board and shall display the same at both

the ends of revenue rasta stretch, for

awareness of public. Sign board shall

also display the message that this is

public rasta/road and any citizen can use

it. There shall not be any gate with or

without guards on revenue rasta and

passage through the revenue rasta shall

remain fully unobstructed.


followed.

44. The project proponent shall develop

complete civic infrastructure of the

group housing colony including internal

roads, green belt development, sewerage

line, rain water harvesting arrangements,

storm water drainage system, solid

waste management site and provision

for treatment of bio-degradable waste,

STP, water supply line, dual plumbing

line, electric supply lines etc. and shall

offer possession of the units/flats

thereafter.

The same will be complied with. Complete

infrastructural facilities will be provided before

operational phase of the project.

• Proper internal roads with adequate width will

be provided.

• Greenbelt development: About 65,875.6 sq. m.

(34.5%) area will be under landscape during


• Sewerage Line: separate pipeline will be

provided for sewage generated from the project.

• Rain water harvesting: rain water harvesting

will be done in the project. About 47 nos. of

rain water harvesting pits will be provided to

recharge the ground water aquifer.

• Solid waste management: Solid waste generated

from the project will be handled as per

Municipal Solid Wastes (Management and





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P a g e | 24



Handling) Rules, 2000 and amended Rules,

2008. The same is described at point no. (e) of

operational phase conditions.

• STP: for waste water treatment 5 STPs of

cumulative capacity 1900 KLD will be provided

at site.

• Duel plumbing will be done during operational

phase of the project.

45. The project proponent shall not raise

any construction activity in the ROW

reserved/acquired for High Tension

Wire passing through the project area

and shall maintain horizontal and

vertical ROW as required under Indian

Electricity Rules, 1956/ DHBVN latest

instruction.


followed.


natural flow of existing nallah is never

obstructed and shall seek NOC from

irrigation department / HUDA regarding

this before the start of the construction.

The flow of existing nallah will not be obstructed

due to upcoming of the project.


in case of excessive flow of water in

nallah, the structural integrity of

building along-side the nallah is not

breached in any circumstances.

The contents of para 47 are noted and will be

complied with.


sewerage pipe line will not cross over

the nallah and project proponent shall

maintain separate STP in the plot area

across the nallah.

The sewerage pipeline will not cross over the

nallah. There will be 5 STPs of cumulative

capacity 1900 KLD (340 KLD, 500 KLD, 500

KLD, 520 KLD, 40 KLD) provided at site.





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P a g e | 25




sewerage line shall be planned by taking

into account the natural slope and

gravity of original land.



bed of nallah is not encroached in any

manner, while constructing the culvert

over the nallah. For construction of any

culvert over/ crossing the nallah

permission / NOC from the concerned

department shall be obtained.

The contents of para 50 are noted and will be

complied with.

51. The project proponent shall get

inspection of nallah done before the

onset of monsoon season every year

from irrigation department.



pervious surface instead of impervious

and hard surface in order to reduce

overflow water in nallah.

Hard paving (imperviousness) on the site will be

minimized to the extent possible. An area of

about 65875.6 sq. m. (34.5%) will be under

landscape. Further, the storm water system has

been designed on the basis of peak intensity of

rainfall, therefore, the possibility of overflow in

the event of heavy downpour will be minimized.

53. The project proponent shall not

discharge untreated water in the nallah

and also shall not throw any solid waste

in the nallah.

The same will be followed. No treated or

untreated water will be discharged in to the

nallah. Solid waste generated will be handled as

per MSW rules. No waste will be dumped in to

the nallah or any other water body.

54. The project proponent shall provide one

refuse area till 24 meter, one till 39

meter, and one each after 15 meters as

per National Building Code.

The same will be complied with. Refuge areas

will be provided as per National Building Code

2005.





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P a g e | 26



55. The project proponent shall provide fire

control room and fire office for building

above 30 meter as per National Building

Code.

Proper fire fighting arrangements has been made

as per NBC 2005.

56. The project proponent shall design

water requirement @135 lpcd for EWS

blocks and shall submit revised water

requirement, STP capacity, waste water

generation and water balance diagram

before the start of the construction. All

system of water supply, sewerage

system, STP etc. Shall be provided

based on revised requirement of 135

lpcd.

We have prepared a revised water balance at the

basis of 135 lpcd instead of 86 lpcd. The water

demand calculation and revised water balance

showing quantity of fresh and treated water

demand is given at point no. 38.


there should not be any water logging

and obstruction of flow in nallah. The

width of the nallah to be kept shall be

got approved from concerned authority

i.e. irrigation department/ HUDA

keeping in view past records and

proposed future requirements.

The same will be followed.

2. OPERATIONAL PHASE

a. “Consent to Operate” shall be obtained

from Haryana State Pollution Control

Board under Air & Water Act and a

copy shall be submitted to the SEIAA,

Haryana.

Consent to Operate will be obtained before






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P a g e | 27



b. The sewage treatment plant shall be

installed for the treatment of the sewage

to the prescribed standards including

odour and treated effluent will be

recycled. The installation of STP should

be certified by an independent expert

and a report in this regard should be

submitted to the SEIAA Haryana before

the project is commissioned for

operation. Tertiary treatment of waste

water is mandatory. Discharge of treated

sewage shall conform to the norms and

standards of HSPCB, Panchkula. Project

Proponent shall implement such STP

technology which does not require filter

backwash.

The STP will be commissioned under the

guidance of an expert. Sewage treatment plant

scheme will be approved by HSPCB. The treated

effluent conforms to the standards laid down by

HSPCB. The treated effluent from STP will be

reused for flushing – 658 KLD, landscaping – 870

KLD, & general washing – 8 KLD.

The STP will be based on the MBBR technology

with capacity of 1900 KLD.

Characteristics of the treated effluent shall be as

under:

Parameters Influent Treated

effluent

pH 7.5 - 8.5 7 - 8

Suspended solids 200- 225 mg/l <50 mg/l

BOD 200 - 250 mg/l <10 mg/l

COD 350 - 400 mg/l <250 mg/l

Oil & Grease 20-25 mg/l <5 mg/l

Coliform (CFU

/100 ml)

103- 10

5 50-500 or less

c. Separation of the grey and black water

should be done by the use of dual

plumbing line. Treatment of 100% grey

water by decentralized treatment should

be done ensuring that the re-circulated

water should have BOD maximum upto

10 mg/lit and the recycled water will be

used for flushing, gardening and DG set

cooling to achieve zero exit discharge.

The same will be complied with. Dual plumbing

will be done during the operational phase of the

project. The STP treated water will be

recycled/reuse for flushing landscaping and

general washing purposes.

d. For disinfection of the treated waste

water ultra-violet radiation or

ozonization process should be used.

The same will be complied with. Ozone treatment

or UV radiation process will be used for

disinfection of treated waste water.

e. The solid waste generated should be The solid waste generated from the project will be



EIA Coordinator

properly collected and segregated. Bio

degradable waste shall be decomposed

at site and dry / inert solid waste should

be disposed off to approved sites for

land filling after recovering recyclable

material.

S.

No.

Bins Particulars

1. Green

(households)

Compostable waste

• Kitchen

• Garden waste

2. Dark grey

bins

(households)

Non – biodegradable

+ recyclable waste:

• Plastics

• Metal cans

• Glassware

• Misc.

3. Blue

(households)

Paper waste

• Paper

• Newspaper

• Cardboards

• Packing material




P a g e | 28


properly collected and segregated. Bio

degradable waste shall be decomposed

/ inert solid waste should

be disposed off to approved sites for

land filling after recovering recyclable

mainly domestic waste and estimated quantity of

the same is approx. 6121 kg per day

arrangements will be made at the site in

accordance to Municipal Solid Wastes

(Management and Handling) Rules, 2000 and

amended Rules, 2008.

Particulars Quantity Treatment

Compostable waste

Kitchen waste

Garden waste

4896 kg/day No in-situ treatment.

Collected and stored at

designated places.

biodegradable

+ recyclable waste:

Metal cans

Glassware

797 kg/day

• 658 kg/day

• 31 kg/day

• 77 kg/day

• 31 kg/day

No in-situ treatment.


designated places.

Paper waste

Newspaper

Cardboards

Packing material

428 kg/day

Efforts to recycle to the

best possible extent.

Will be collected on daily

basis.

Collection and Segregation of waste:

• A door to door collection system

will be plastic bags from household units.

• The vendors will be hired to provide

separate plastic bags for dry

Bio-Degradable waste.

• For commercial waste collection,

adequate number of colour coded bins

(Green and Blue & dark grey separate for





mainly domestic waste and estimated quantity of

kg per day. Following

arrangements will be made at the site in

accordance to Municipal Solid Wastes

(Management and Handling) Rules, 2000 and

Disposal

situ treatment.


Will be sent

to

municipality

disposal site.

situ treatment.


Efforts to recycle to the

best possible extent.

Will be collected on daily

Sent to the

vendors for

recycling.

Collection and Segregation of waste:

A door to door collection system

will be plastic bags from household units.

The vendors will be hired to provide

separate plastic bags for dry recyclables and

Degradable waste.

For commercial waste collection,

adequate number of colour coded bins

(Green and Blue & dark grey separate for



EIA Coordinator

Bio-degradable and Non Bio-degradable) are proposed to be provided at the strategic locations of

the commercial area.

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

Treatment of waste:

� Bio-Degradable wastes:

• STP sludge will be used for horticultural purposes as manure.

• Horticultural Waste will be composted and will be used for gardening

� Recyclable wastes:

Recyclable wastes like paper, plastic, metals etc. will be sold off to vendors.

Figure: Solid waste management scheme (

f. Diesel power generating sets proposed

as source of backup power for lifts,

common area illumination and for

domestic use should be of enclosed type

and conform to rules made under the

Environment (Protection) Act, 1986.

The location of DG sets should be in

basement as promised by the project

proponent with appropriate stack height




P a g e | 29


degradable) are proposed to be provided at the strategic locations of

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

STP sludge will be used for horticultural purposes as manure.

Horticultural Waste will be composted and will be used for gardening purposes.

Recyclable wastes like paper, plastic, metals etc. will be sold off to vendors.

Figure: Solid waste management scheme (Post Construction phase)

Diesel power generating sets proposed

as source of backup power for lifts,

common area illumination and for

domestic use should be of enclosed type

and conform to rules made under the

Environment (Protection) Act, 1986.

The location of DG sets should be in the

basement as promised by the project

proponent with appropriate stack height

D.G. set of cumulative capacity

nos.) will be deployed at the site.

DG sets of capacity < 1000 kVA:

in inbuilt acoustic enclosure designed to meet the

applicable CPCB standards by the manufacturer

(as per the CPCB mandate)

DG sets of capacity > 1000 kVA:

in a room/ enclosure designed to meet the

applicable CPCB standards.





degradable) are proposed to be provided at the strategic locations of

purposes.

Construction phase)

capacity 29,840 kVA (28

nos.) will be deployed at the site.

of capacity < 1000 kVA: will be housed

in inbuilt acoustic enclosure designed to meet the

applicable CPCB standards by the manufacturer

DG sets of capacity > 1000 kVA: will be housed

in a room/ enclosure designed to meet the

applicable CPCB standards.





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P a g e | 30



i.e. above the roof level as per the CPCB

norms. The diesel used for DG sets

should be of low sulphur contents

(maximum upto 0.25%)

The DG sets will be equipped with acoustic

enclosure with proper stack height to minimize

the emission and noise generation.

Low sulphur fuel (sulphur content: 0.05%) will be

used in the DG sets. The details are as under :

S. No. DG Capacity Minimum Stack

height

1. 1500 kVA- 14 nos. 30 m.

2. 1010 kVA-4 nos. 30 m.

3. 750 kVA -3 nos. 5.5 m.

4. 625 kVA- 1 no. 5.0 m.

5. 500 kVA-3 nos. 5.0 m.

6. 160 kVA- 1 no. 5.0 m.

7. 140 kVA- 1 no. 3.5 m.

8. 125 kVA- 1 no. 3.5 m.

g. Ambient noise level should be

controlled to ensure that it does not

exceed the prescribed standards both

within and at the boundary of the

proposed residential complex.

All necessary measures will be adopted to ensure

that noise levels conform to residential standards

laid down by CPCB. The same are listed as

under:

• DG set conforming to the CPCB standards for

noise will be used.

• D.G. sets will be housed in an inbuilt acoustic

enclosure, which will help to contain the noise

within the permissible standards.

• The driveways will have sufficient width so that

there is no congestion of vehicles during peak

hours which lead to increase in the noise levels

• Adequate parking including provisions of

visitors parking.

• Multiple entry/ exits will be provided to ensure

congestion free traffic movements.

• Entry & exits will be manned with trained &





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P a g e | 31



efficient security to ensure smooth flow of

vehicles.

• There will be less starting and stopping and the

vehicles will be speed restricted to ensure the

noise within the permissible limits.

• The area will cover 65,370 sq. m. (34.5%) area

under landscape, which will help to absorb

noise.

h. The project proponent should maintain

at least 34.2% sq. m. As green cover

area for tree plantation especially all

around the periphery of the project and

on the road sides preferably with local

species so as to provide protection

against particulates and noise. The open

spaces inside the plot should be

preferably landscaped and covered with

vegetation / grass, herbs & shrubs. Only

locally available plant species shall be

used.

An area of about 65,875.6 sqm (34.5%) will be

under landscaping. The breakup of the same will

be as under:

Area under tree plantation

(including avenue plantation)

38,217.05 sq. m.

(20%)

Area under water bodies 8,550 sq. m.

(4.5%)

Area under herbs/ shrubs,

climbers

19,108.55 sqm

(10%)

The plantation will be done with native species

only. Total of about 5100 nos. of trees will be

planted in the project.

Suggested list of tree plantation is as under:

S. No. Botanical Name Total Nos. of Trees

Landscaping

1. Anthocephalus cadamba 120

2. Plumeria alba 90

3. Plumeria rubra 70

4. Citrus aurantifolia 68

Total 348





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P a g e | 32



Schedule of Palms

1. Caryota urens 150

2. Cycas 200

Total 350

Shelter Belt

1. Acacia auriculiformis 358

2. Azhadirachta indica 320

3. Ficus benjamina 410

4. Ficus onfectoria 76

5. Peltophorum ferrugineum 308

6. Putranjiva roxburgil 126

7. Schleichera trijuga 105

Total 1703

Avenue Plantation

1. Alstonia scholaris 520

2. Grevillea robusta 500

3. Kigerla pinnata 500

4. Spathodea campanulata 350

5. Tabebuia spectabilis 136

6. Cassia fistula (Indian laburnum) 100

7. Cassia nodosa (pink cassia) 120

8. Chorisea speciosa 96

9. Delonix regia 168

10. Jacaranda mimosifolia 73

11. Erythrina indica (Indian coral tree) 136

Total 2699

Grand Total 5100

i. The project proponent shall strive to

minimize water in irrigation of

landscape by minimizing grass area,


measures will be adopted to minimize water

requirement for landscaping :





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P a g e | 33



using native variety, xeriscaping and

mulching, utilizing efficient irrigation

system, scheduling irrigation only after

checking evapo-transpiration data.

• Native & xeriscaping plant species: Choose

native plant species that need less water (list

of the same is provided at point h above).

• Creating Hydrozones: Grouping of plant

according to their water needs to provide

adequate water to all plants without over or

under-watering.

• Maintain Healthy Soil: Healthy soils are the

basis for a water-smart landscape; they

effectively cycle nutrients, minimize runoff,

retain water, and absorb excess nutrients,

sediments, and pollutants.

• Mulching: Incorporate mulch around shrubs

and garden plants to help reduce evaporation,

inhibit weed growth, moderate soil

temperature, and prevent erosion. Adding

organic matter and aerating soil can improve

its ability to hold water.

• Avoid watering during the heat of the day.

Water early in the morning to reduce the

evaporation rate

• Turfs will be avoided to the extent possible

• Central shut off valve will be provided

• Drip irrigation/ sprinkler irrigation system

will be used to conserve water





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P a g e | 34



j. Rain water harvesting for roof run-off

and surface run-off, as per plan

submitted should be implemented.

Before recharging the surface run off,

pre-treatment through sedimentation

tanks must be done to remove

suspended matter, oil and grease. The

bore well for rain water recharging shall

be kept at least 5 mts. above the highest

ground water table. Care shall be taken

that contaminated water do not enter any

RWH pit. The project proponent shall

avoid rain water harvesting of first 10

minutes of rain fall. Roof top of the

building shall be without any toxic

material or paint which can contaminate

rain water. Wire mess and filters should

be used wherever required.

Rain water harvesting (RWH) system for roof

run-off and surface run-off has been designed and

implemented as per the submitted plan & GOI

manual.

Surface run off from the roof top and the paved

areas will be channelized through storm water

network after pre-treatment to remove oil &

grease to remove suspended matter, oil & grease

and ensure the quality of water.

Details of rain water harvesting structures are as

under:

Design Parameters

Average annual rainfall 723 mm

Peak intensity of rainfall 60 mm/hr

Details of structures

Number of structures 47

k. The ground water level and its quality

should be monitored regularly in

consultation with Central Ground Water

Authority.

The ground water monitoring will done and

piezometric well will be constructed in

consultation with Central Ground Water

Authority.

l. There should be no traffic congestion

near the entry and exit points from the

roads adjoining the proposed project

site. Parking should be fully internalized

and no public space should be utilized.

Adequate parking will be provided to avoid traffic

congestion near the entry and exit points. The

movement pattern inside the project area will be

guided traffic ways with one-way traffic

movement to avoid traffic congestion. Fully

internalized parking facilities will be provided at

basement, stilt and open surfaces at well

designated parking places and no public space

will be utilized for the same.





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P a g e | 35



m. A report on the energy conservation

measures conforming to energy

conservation norms finalized by Bureau

of Energy Efficiency should be prepared

incorporating details about building

material & technology, R&U Factors etc

and submitted to the SEIAA, Haryana in

three months time.

The detailed report on the energy conservation

measures conforming to energy conservation

norms finalized by Bureau of Energy Efficiency

shall be prepared submitted as desired with

subsequent compliance reports. Energy

conservation measures are detailed below:

• Solar geysers will be used for meeting hot water requirement (top two floors).

• Energy efficient compact Fluorescent Lamps will be used as these CFL gives same illumination

with less wattage compare to GLS Lamps.

• Automatic Power Factor correction panel with capacitor will be used for Common Load & Fixed

Capacitor for Transformer to minimize the losses

• Day light integrated to reduce artificial lighting demand.

• Emphasis will be given on low maintenance, low wattage and longer life in selection of chokes

and lamps for all common area and external light fixtures.

• Use of VF drives in lifts, pumps and other equipments to conserve energy to the tune of 23%

(min)

• Following measures will be adopted to reduce the heat ingress inside the building:

o Recessed windows and Covered balconies to limit direct heat gains.

o The wall will be made with fly ash bricks, AAC blocks, plastered outside and water proofing

paint.

o Shading devices are being provided to shade to windows and external façade.

o Optimizing building envelop & window design to reduce cooling demand (by selecting

energy efficient low U value materials for envelop is application of high reflecting white

china mosaic tiles to terrace).

• Total energy savings:

S. No. Description Saving

1. LED based lighting in basement and parking

lighting

137.44 KVA

2. LED based Lighting will be done in the common 122.85 KVA





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P a g e | 36



areas, landscape areas, signage, entry gates and

boundary walls etc.

3. Solar Lighting is proposed for open spaces and

signage

222.0 KVA

4. Use of solar water heater system 5074.01 KVA

Total energy saving 5556.3 KVA

Total energy consumption 22836 KVA

Energy saved through various provisions 1199.9 KVA

Total Energy Saving 24.33%

n. Energy conservation measures like

installation of LED for lighting the areas

outside the building should be integral

part of the project design and should be in

place before project commissioning. Use

of solar panels must be adapted to the

maximum extent possible for energy

conservation.

LED lights will be used for lighting the areas

outside the building.

Solar Panels will be installed on the terrace

floor and will be used for meeting hot water

requirement.

o. The project proponent shall use zero

ozone depleting potential material in

insulation, refrigeration, air-conditioning

and adhesive. Project proponent shall also

provide halon free fire suppression

system.


p. The solid waste generated should be

properly collected and segregated as per

the requirement of the MSW Rules, 2000

and as amended from time to time. The

bio degradable waste should be

composted by vermin composting at the

site ear marked within the project area and

dry/inert solid waste should be disposed

About 6121 kg/day municipal solid waste will

be generated during the operational phase of the

project which will be collected and segregated

as per the Municipal Solid Waste Rules. The

same is detailed in point no. d. above.





EIA Coordinator

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off to the approved sites for land filling

after recovering recyclable material.

q. The provision of the solar water heating

system shall be as per norms specified by

HAREDA and shall be made operational

in each building block.

The same will be complied with. Solar water

heating system will be installed as per

guidelines of Haryana Renewable Energy

Development Agency (HAREDA).

r. The traffic plan and the parking plan

proposed by the PP should be adhered to

meticulously with further scope of

additional parking for future requirement.

There should be no traffic congestion near

the entry and exit points from the roads

adjoining the proposed project site.

Parking should be fully internalized and

no public space should be used.

Adequate parking will be provided to avoid

traffic congestion near the entry and exit points.

The movement pattern inside the project area

will be guided traffic ways with one-way traffic

movement to avoid traffic congestion. Fully

internalized parking facilities will be provided

at basement, stilt and open surfaces at well

designated parking places and no public space

will be utilized for the same.

s. The project shall be operationalized only

once HUDA will provide domestic water

supply system in the area.

The contents of para (s) are noted and will be

followed.

t. Operation and maintenance of STP, solid

waste management and electrical

infrastructure, pollution control measures

shall be ensured even after the completion

of sell.


u. Different type of waste should be

disposed off as per provisions of

municipal solid waste, biomedical waste,

hazardous waste, e-waste, batteries &

plastic rules made under Environment

Protection Act, 1986. Particularly E-

Waste and Battery waste shall be disposed

off as per existing E-Waste management

Hazardous waste or bio medical waste will not

be generated from the project. However, the

municipal solid waste generated from the

project will be handled as per the Municipal

Solid Waste (Management & Handling) Rules.

The same is detailed in point number d. above.

E-Waste and battery waste generated from the

project will be disposed off as per norms and





EIA Coordinator

P a g e | 38



rules 2011and Batteries Management

Rules 2001. The project proponent should

maintain a collection center for E-Waste

and it should be disposed of to only

registered and authorized dismantler /

recycler.

rules.

v. Standards for discharge of environmental

pollutants as enshrined in various

schedules of rule 3 of Environment

Protection Rule 1986 shall be complied

with.


w. Water supply shall be metered in the

project area.

The same will be complied with. Water meter

will be installed to monitor the water usage at

the following points:

� Fresh water intake

� Inlet of flushing tanks

� STP inlet

� STP outlet

� Landscaping

x. The project proponent shall ensure that

the stack height of DG sets is as per the

CPCB guide lines and also ensure that the

emission standards of noise and air are

within the CPCB prescribed limits. Noise

and emission level of DG sets greater than

800 kVA shall be as per CPCB latest

standards for high capacity DG sets.

The same will be complied with. DG sets will

be provided with effective stack height as per

the norms of CPCB. Details of DG Sets and

stack heights is given at point no. (f) above.

y. All electric supply exceeding 100 amp, 3

phase shall maintain the power factor

between 0.98 lag to 1 at the point of

connection.

The same are noted and will be followed.





EIA Coordinator

P a g e | 39



z. The project proponent shall use only

treated water instead of fresh water for

DG cooling. The project proponent shall

also use evaporative cooling technology

and double stage cooling system for

HVAC in order to reduce water

consumption. Further temperature,

relative humidity, during summer and

winter seasons should be kept at optimal

level. Variable speed drive, best

coefficient for performance, as well as

optimal integrated point load value and

minimum outside fresh air supply may be

resorted for conservation of power and

water. Coil type cooling DG sets shall be

used for saving cooling water

consumption for water cooled DG sets.


aa) The project proponent shall ensure that

the transformer is constructed with high

quality grain oriented, low loss silicon

steel and virgin electrolyte grade copper.

The project proponent shall obtain

manufacturer’s certificate also for that.

The contents of para aa are noted and will be

complied with.

ab. The project proponent shall ensure that

exit velocity from the stack should be

sufficiently high. Stack shall be designed

in such a way that there is no stack down-

water under any meteorological

conditions.






EIA Coordinator

P a g e | 40



PART B: GENERAL CONDITION

i. The project proponent shall ensure the commitments

made in Form-1, Form-1A, EIA/EMP and other

documents submitted to the SEIAA for the protection

of environment and proposed environmental

safeguards are complied with in letter and spirit. In

case of contradiction between two or more

documents on any point, the most environmentally

friendly commitment on the point shall be taken as

commitment by project proponent.

The contents of para i are noted and

will be complied with.

ii. Six monthly compliance reports should be submitted

to the HSPCB and Regional Office, MoEF, GOI,

Northern Region, Chandigarh and a copy to the

SEIAA Panchkula, Haryana.

The contents of para ii are noted and

will be complied with.

iii. STP outlet after stabilization and stack emission shall

be monitored monthly. Other environmental

parameters and green belt shall be monitored on

quarterly basis. After every 3 months, the project

proponent shall conduct environmental audit and

shall take corrective measures, if required, without

delay.


iv. The SEIAA Haryana, reserves the right to add

additional safeguards measures subsequently, if

found necessary. Environmental Clearance granted

will be revoked if it is found that false information

has been given for getting approval of this project.

SEIAA reserves the right to revoke the clearance if

conditions stipulated are not implemented to the

satisfaction of SEIAA/MoEF.

The content of para iv are noted and

are undisputed.

v. The project proponent shall not violate any judicial

orders/ pronouncements issued by any court/tribunal.

We will try to the best possible

extent not to violate any judicial





EIA Coordinator

P a g e | 41



orders/ pronouncements issued by

the Hon’ble Supreme Court/High

Courts.

vi. All other statutory clearances such as the approvals

for storage of diesel from Chief Controller of

Explosive, Fire Department, Civil Aviation

Department, Forest Conservation Act, 1980 and

Wildlife (Protection) Act 1972, Forest Act 1927,

PLPA 1900, etc. shall be obtained, as applicable by

project proponents from the respective authorities

prior to construction of the project.

The same will be complied with as

per applicability on the project.

Fire NOC from Municipal

Corporation, Gurgaon has been

obtained vide letter no FS/MCG/

2013/ 564 dated 01.03.2013. Copy

of the same is enclosed as

Annexure-XXVII.

Forest Clearance under Forest

Conservation Act is not applicable

as there is no forest land involved in

the project. The copy of certificate

obtained from Divisional Forest

Officer, Gurgaon is enclosed as

Annexure XXIX.

vii. The project proponent should inform the public that

the project has been accorded Environmental

Clearance by the SEIAA and copies of the clearance

letter are available with the State Pollution Control

Board & SEIAA. This should be advertised within 7

days from the date of issue of the clearance letter at

least in two local news papers that are widely

circulated in the region and the copy of the same

should be forwarded to SEIAA Haryana.

The copy of the newspaper

advertisement is enclosed as

Annexure XXXIV.

viii. Under the provisions of Environmental (Protection)

Act 1986, legal action shall be initiated against the

project proponent if it was found that construction of

the project has been started before obtaining prior

The content of para viii are noted

and undisputed.





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P a g e | 42



Environmental Clearance.

ix. Any appeal against this Environmental Clearance

shall lie with the National Green Tribunal, if

preferred, within a period of 30 days as prescribed

under Section 16 of the National Green Tribunal Act,

2010.

The content of para ix are noted and

undisputed.

x. The project proponent shall put in place Corporate

Environment Policy as mentioned in MoEF, GoI OM

No. J-11013/41/2006-IA II (I) dated 26.04.2012

within 3 months period. Latest Corporate

Environment Policy should be submitted to SEIAA

within 3 months of issuance of this letter.


xi. The fund ear-marked for environment protection

measures should be kept in separate account and

should not be diverted for other purposes and year

wise expenditure shall be reported to the SEIAA/RO

MoEF GoI under rules prescribed for Environmental

Audit.


xii. The project proponent shall ensure the compliance of

Forest Department, Haryana Notification no. S.O.

121/PA2/1900/S.4/97 dated 28.11.1997.


xiii. The project proponent shall ensure that no vehicle

during construction/operation phase enter the project

premises without valid “Pollution Under Control”

Certificate from competent authority.


PUC certified vehicles are being

used during construction phase of

the project. Copies of PUC

Certificates are enclosed as

Annexure XVI.

xiv. The project proponent is responsible for compliance

of all conditions in Environmental Clearance letter

and project proponent can not absolve himself/

herself of the responsibility by shifting it to

The project proponent is responsible

for compliance of all conditions in

Environmental Clearance letter.





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P a g e | 43



contractor engaged by project proponent.

xv. The project proponent shall seek fresh Environmental

Clearance if at any stage there is change in the

planning of the proposed project.

The same will be followed.

For Orris Infrastructure Private Limited


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