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ENVIRONMENTAL MANAGEMENT PLAN

PROFOUND IT PARK

(IT park) Sy. No. 66/2, Raidurgam village,

Serilingampally mandal,

Rangareddy district,

Telangana

Prepared by

Flat no: 7-3, Dhruvatara Apartments, Amrutha Estates, Somajiguda,

Hyderabad - 500 082; Ph: 040- 23314270 /271.

Environmental Management Plan PROFOUND IT PARK IT park

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1.0 INTRODUCTION Shri P. Sarat babu has proposed to construct a IT park under the banner "PROFOUND IT

PARK" at Sy. No. 66/2, Raidurgam village, Serilingampally mandal, Rangareddy district,

Telangana

This report furnishes the details of location of Site, Description of the project, and

Environmental Management Plan to be followed during the Construction and Operation of

the IT park.

2.0 DETAILS ABOUT THE PROJECT SITE

1. The location of the proposed cconstruction of IT park is at Sy. No. 66/2, Raidurgam

village, Serilingampally mandal, Rangareddy district, Telangana

2. The project site for the proposed IT park is located in prime commercial activity area.

3. The site of the proposed IT park is surrounded by the following in all the directions.

North – road

East – private building

South – open land

West – private building 4. The topography of the site is more or less flat without many undulations.

5. Water required for the proposed IT park will be met from Municipality supply and

ground water resources.

6. Total land acquired for the IT park is 3.75 acres (15,198.35 Sq.m.). Net site area after

deducting road effected area 3.67 acres (14,867.30 Sq.m).

7. Borabanda and Hitech city Railway station is situated at a distance of 5 Kms. from the

proposed site.

8. Topographical map showing the location of the Project site is shown in Fig 1.1


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TOPOGRAPHICAL MAP SHOWING THE LOCATION OF THE PROJECT SITE

Proposed Project site


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3.0 DETAILS OF THE PROJECT

The following are the brief details of the proposed IT park

S.No Details Description

i. Total Land Area Area acquired – 3.75 acres (15,198.35 Sq. m.)

Net area after road widening – 3.67 acres (14,867.30

Sq.m)

ii. Survey nos. Sy. No. 66/2

iii. Expected project cost Rs. 300 Crores

iv. Total built-up area Total Built up area – 1,36,096.02 Sq.m

(which includes a two towers Tower A – 2 cellar + Ground + 3 parking floors + 13

upper floors

Tower B – 1 cellar + Ground + 3 parking floors + 10

upper floors)

v. Built up area statement Total Built up area – 1,36,096.02 Sq.m

Kindly refer to Table 1.1

vi. Water Requirement Total water demand is about 17 KLD during

Construction of IT park & 390 KLD during the

operation of IT park (fresh water – 123 KLD, recycled

water – 267 KLD)

Source of supply : Municipal supply

vii. Waste water generation 279 KLD

viii. STP capacity 300 KLD

ix. Power requirement 8000 kVa (Maximum peak demand)

x. Solid waste generation During operational phase:

Municipal solid waste : 1.8 MT/day

xi. Connectivity The site is well connected by Old Mumbai Highway

xii. Additional facilities DG Sets

Sewage Treatment Plant


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S.No Details Description

xiii. Back up supply 10 x 800 kVA

xiv. Parking facilities Total parking area : 53,302.15 Sq. mts

Total No. of 4 wheelers : 1000 four wheelers

Total No. of 2 wheelers : 2500 Two wheelers

TABLE 1.1

S.NO Tower TOTAL AREA IN SQ.M

1 Tower – A (2 cellar + ground + 3

parking floors + 13 upper floors)

96,933.75

2 Tower – B (1 cellar + ground + 3

parking floors + 10 upper floors)

39,162.27

Total 1,36,096.02

3.1 RAW MATERIALS

Raw materials are required for constructing walls, roofs, openings, panels, super structure

and paving purpose.

Walls: Fly ash-based lightweight aerated concrete blocks will be used for construction of

walls and rattrap bond method will be followed. This system of bonding saves 25% of the

total number of bricks and 40% of the mortar

Roof: pre-cast / aerated cellular concrete roofing slabs are proposed for constructing roof

structures. These structures have high rating to fire resistance and provide better

insulation.

Openings: Precast RCC doors and window frames will be used for openings wherever it is

feasible. These are cheaper, stronger, fire resistant, and termite resistant, sustain

temperature and humidity variations and are effective substitutes to timber / wood.

Super structure: Light weight concrete will be made and mixed with conventional mix for

constructing super structure. Aluminum powder when added to lime reacts and form

hydrogen bubbles and light weight cementitious material is formed. This material is high

strength to weight ratio and an insulation value of R-10 in a 20.32 cm thick wall.


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Paving of roads: Grass pavers will be used on the road, parking and pedestrian areas.

Grass pavers will

Reduce heat island effect

Minimize storm water runoff

Beneficial for localized aquifer recharge

Source of Raw materials

All the raw materials required for the IT park will be sourced from in and around Hyderabad

3.2 WATER REQUIREMENT

The total water required for the proposed park will be met from Municipal water supply.

The total water requirement for proposed IT park will be 390 KLD and 17 KLD will be the

water requirement during construction period.

The following is the break-up of the total water consumption for project.

Water Requirement for Domestic and flushing:

Description No. of

Persons

LPCD Water Requirement, KLD

Domestic Flushing Total Domestic Flushing Total

Employees 6510 18 27 45 117.2 175.8 293.0

Visitors 600 9 6 15 5.4 3.6 9.0

Total 122.6 179.4 302.0

Water Requirement for Landscaping:

Landscaping Area : 1,561.07 Sq.m

Total no. of plants : 210

Water required for each plant : 15 liters/plant

Total Water required for landscaping : 3.2 KLD

say 4 KLD


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Break-up of Water Requirement (in KLD)

Requirement Quantity, KLD Source

Domestic 123 Municipal water supply

Flushing 180 Treated wastewater

HVAC 83 Treated wastewater

Greenbelt 4 Treated wastewater

Total Water Demand 390

3.3 WASTEWATER GENERATION

In the proposed project the waste water generated during construction will be sanitary

wastewater which will be treated in septic tank followed by soak pit. During the operation

of the IT park, total wastewater generation will be 279 KLD. The waste water generated

from IT park will be treated in Sewage Treatment Plant and treated waste water will be

utilized partly for flushing operations and greenbelt development.

3.3.1 WATER BALANCE

Input in KLD Output in KLD

Fresh water 123 Treated wastewater will be reused for

non-potable purposes like flushing 180

Recycled water 267 Treated wastewater will be reused for

HVAC purpose 83

Treated wastewater will be reused for

Greenbelt 4

Waste water discharge into the sewer 12

Consumption / Evaporation 111

TOTAL 390 TOTAL 390


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3.4 CONSTRUCTION OF IT PARK In the construction process the following activities will be taken up phase wise manner.

The activities are summarized as below.

S. No. Type of Work

1. Greenbelt Development

2. Leveling of construction area

3. Excavation for Foundations

4. Foundation PCC, Concrete, Plinth Beam

5. Slab laying

6. Electrical works

7. Brick work

8. Plumbing & Drainage work

9. Stair case for all floors

10. Fixing of Doors & windows

11. Water Proofing works

12. Electrical wiring & Fixtures

13. Fixing of sanitary fittings

14. Plastering works

15. Painting work

16. STP Construction

17. Over head & Underground tank construction

18. Miscellaneous works & amenities development

19. Provision of Backup supply

4.0 ENVIRONMENTAL MANAGEMENT PLAN DURING CONSTRUCTION PHASE

Environmental pollution is inevitable during the construction phase. The project proponent

should take appropriate steps to control pollution during construction phase. The following

are the factors requiring control during construction phase.


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4.1 SITE PREPARATION The following control measures will be followed during the site preparation

Topsoil will be stripped to a depth of 200 mm from areas proposed to be occupied

by buildings, roads, paved areas and external services.

Top soil will be stockpiled to a height of 400 mm in pre - designated areas for

preservation and will be reapplied to site during plantation of the proposed

vegetation.

Measures will be applied to control erosion of preserved top soil.

Top soil will be separated from sub-soil debris and stones larger than 50 mm

diameter.

To keep the damage to topsoil minimum, excavators will be used for construction.

Temporary seeding will be carried out to reduce erosion and sedimentation from

disturbed areas

Temporary seeding will be performed on areas which have been disturbed during

construction and which are likely to be disturbed after a few weeks. For this time

gap the top soil will be preserved from erosion through temporary measures like

temporary seeding.

4.1 AIR ENVIRONMENT

Dust is the major emission during the construction period. The following control

measures will be followed during the construction period

Application of dust suppressants will be done

Locally available gravel will be applied to the roads and lots, to prevent the dust

emanation

Measures will be taken to cover the stored materials to prevent the dust emission

during high winds

Speed of the vehicles in the project area will be limited 20 Kmph

Rescheduling the works during high speedy winds

Inspection will be done for use of covering sheet to prevent dust dispersion at

buildings site


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4.2 WATER ENVIRONMENT Water required during the construction the IT park will be met from the ground water

resources. Total water requirement during construction period will be 17 KLD and

construction period lasts for period of 18 months.

The following control measures will be taken to reduce the reduce the water requirement

during construction

Curing water will be sprayed on concrete structures; free flow of water will not be

done for curing.

After liberal curing on the first day, all concrete structures will be painted with

curing chemical to save water. This will stop daily water curing hence save water.

Concrete structures will be covered with thick cloth/gunny bags and then water

will be sprayed on them. This will avoid water rebound and will ensure sustained

and complete curing.

Ponds will be made using cement and sand mortar to avoid water flowing away

from the flat surface while curing.

Waste water management during construction

Waste water generation will be minimized by following above control measures

Sanitary waste water generated during construction stage will be septic tank

followed by soak pit

4.3 NOISE ENVIRONMENT The main sources of noise in the process of construction activities will be cement concrete

mixing, welding, aluminum channel folding, drilling and DG sets etc.

Diesel generator sets will be provided with integral acoustic enclosure at the

manufacturing stage itself

Equipment like earmuffs, earplugs etc. will be used for hearing protection for

workers.


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4.4 LAND ENVIRONMENT 4.4.1 Solid waste generation & Management

Proper planning and management during construction period is very much vital. We

proposed to implement the following control measures to mitigate the waste generation

Delivery of material on site will be done over a durable, impervious and level

surface, so that first batch of material does not mix with the site surface. Availability

of covered storage will be assured.

The recyclable items like metal, plastic will be sent to recyclable industry, and rest of

this scrap will be stored in a covered area.

Wherever materials (aggregates, sand, etc.) are more likely to generate fine

airborne particles during operations, nominal wetting by water will be practiced.

Workers / labour will be given proper air masks and helmets.

Skilled labour and good workmanship will be employed for judicial utilization of

materials and minimizing the waste.

Proper estimate of material will be done to minimize the undue wastage.

Contaminated runoff from storage will be captured in ditches or ponds with an oil

trap at the outlet.

Materials wasted on site will be reused at the same place.

4.4.2 Waste management & recycling

The construction waste includes debris, concrete (often recycled and reused at the site),

steel and other metals, pallets, packaging and paper products, fluorescent tubes, wood

beams, joists, studs, baseboards, cabinets and cupboards, railings, brick, doors and

casings, interior windows, bathroom fixtures, light fixtures, ceiling grid and tile, furnishings

etc.

Waste recycling Plan Waste and recycling plans will be developed prior to beginning construction activity. The

plan aims at identifying wastes to be generated, and designate handling, recycling and

disposal method to be followed.


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Handling Handling of waste material requires special precautions such as personal protective

equipment and special procedures to prevent the injury. Safe operating methods will be

developed for waste collection, storage, and disposal operations in a manner to protect the

health and safety of personnel, minimize environmental impact and promote material

recovery and recycling.

Waste Segregation

Gross segregation of construction wastes into roadwork materials, structural building

material, salvaged building parts and site clearance wastes will be done and additional

segregation will be done to facilitate reuse/ recycling.

Storage

Adequate provision will be made for storage of solid waste and for easy access to the

dustbins

• for labours from source to the place of storage, and

• from the place of storage to a collection point specified by the waste

collection authority and/or contractor

Three colours of wheeled bins:

o Dark grey for inert waste,

o Green for wood and ply waste and

o Blue for hazardous waste will be used.

A minimum of 4% of the total site area will be allocated for storage and pretreatment of

the waste. This storage area will be covered to prevent any impact on surrounding.

5.0 ENVIRONMENTAL MANAGEMENT PLAN DURING OPERATION PHASE

5.1 Air Emission Management

During operation of the proposed IT park, the emissions will be mainly from DG Sets which

will be used for backup power supply and vehicles. Emissions will be mainly Particulate

matter, NMHC, CO and Nitrogen dioxide.

The following control measures will be taken up during the operation


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All the internal roads will be grass paved. This will reduce the dust generation due to

the vehicular movement

Stack of adequate height will be provided to the DG Sets as per CPCB guidelines

Green belt will be developed in the premises of IT park which will act as sink for air

emissions

Hence there will not be any impact on surrounding environment due to the air emissions

from the proposed IT park.

BASELINE DATA Baseline data has been monitored at the site for particulate Matter (PM2.5), particulate

Matter (PM10), Sulphur dioxide (SO2) & Nitrogen oxides (NOx) concentrations. The

following table shows the baseline concentrations.

PARAMETER 98th Percentile CONCENTRATION

(g/m3)

PM (2.5) 30.2

PM (10) 43.5

SO2 12.8

NOx 21.6

CO 565

EMISSIONS: The emission data from the stacks is shown in below Table.

Type of Stack Emission Rate (QS) in g/s

PM HC NOx CO

DG Sets (10 x 800 kVA)

0.1 per DG

set

0.3 per DG

set

2.1 per DG

set

0.8 per DG

set

Industrial Source Complex (ISC-3) Model has been applied for prediction of incremental rise

in Ground Level Concentrations of PM10, NOx & CO due to the proposed Project. The

maximum Ground Level Concentrations occur at a distance of 300 m from the stack in the

down wind direction. The emissions due to vehicular traffic are also considered in the

Modeling. The following table shows the Net resultant concentrations of PM10, NOx & CO.


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NET RESULTANT MAXIMUM CONCENTRATIONS DUE TO THE PROJECT

Item PM10

µg/m3 NOx µg/m3

CO µg/m3

Maximum baseline Concentration in the Project area

43.5 21.6 565

Maximum predicted incremental rise in concentration due to the project

0.2 6.8 4.8

Net Resultant concentration after occupancy of complex

43.7 28.4 569.8

National Ambient Air Quality Standards vide order No. S.O. 826 dated 16-11-2009

100 80 2000

The net resultant concentration of PM10, NOx & CO are within the National Ambient Air

Quality Standards. Hence there will not be any adverse impact on air environment due to

the proposed project.

Recommendations

a. All the internal roads shall be paved to reduce the fugitive dust due to vehicle

movement.

b. Greenbelt shall be provided in the site premises.

5.2 WATER POLLUTION MANAGEMENT

Water usage for applications such as flushing and washing will be as high as 93% of water

demand in any building. In view of the above, we proposed to adopt the following measures

to reduce this demand

Water meter conforming to ISO standards will be installed at the inlet point of water

uptake and at the discharge point to monitor the daily water consumption. This would

also enable the user to identify if there are any points of leakages.

Dual flush systems will be installed in order to allow different volume of water for

flushing liquids and solids.

Sensors based fixtures will be fitted which function only in presence of users. These

sensor-operated taps help in reducing water consumption and also result in

maintaining better hygiene

Tap aerators will be installed which facilitate cleaning through increasing the pressure

at which the water is delivered even at low flow rates.


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Pressure reduction device will be installed which will affect the discharge rate and also

to maintain uniform flow at different levels.

Waste water generation

Only source of waste water generation will be sanitary waste water which will be treated in

300 KLD STP with Moving bed bio-reactor. The treated waste water will be utilized for non-

potable purposes like Toilet flushing & gardening. Remaining waste water will be

discharged in to the nearest drain.

During construction of IT park, Dual Plumbing system will be done. Two separate water

tanks will be provided for storingTreated wastewater & another for fresh water. Separate

pipeline system will be provided to treated wastewater tank to pump the water for toilet

flushing & gardening purposes. There by net water withdrawal will be reduced.

The total Water Requirement - 390 KLD

Total Wastewater generated - 279 KLD

The Treated wastewater reused - 267 KLD

The net water requirement after reuse - 123 KLD

The following are the characteristics of Untreated Wastewater

Constituent Unit Range

pH --- 6.5-7.5

Dissolved mg/L 250-850

Volatile mg/L 100-300

Suspended mg/L 100-400

Settelable mg/L 50-200

BOD5 mg/L 100-400

COD mg/L 200-1,000

Total Nitrogen mg/L 15-90

Alkalinity mg/L 50-200

Grease mg/L 50-150

Total Coliform colonies/100 mL 106-108


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5.3 SOLID WASTE Waste generated in IT park will be generally from restaurants, plastic & metal and dusting.

In the proposed IT park, waste segregation will be done at the source by placing two types

of the bins at all the strategic locations.

Green: Bio-degradable waste (tissue paper, food waste etc)

Blue : Non-biodegradable waste (plastic, metal waste etc)

The plastic waste will be disposed off to the waste recyclers and bio-degradable waste will

be disposed to the GHMC bins. Exploration will be done to supply bio-degradable waste to

the agencies undertaking bio-composting activities.

The following will be the solid waste generation during operation of the IT park

S. No SOLID WASTE QUANTITY DISPOSAL

1. Municipal Solid

Waste

1.8 TPD The garbage will be segregated at

source through collection bins into

Bio-degradable waste and Non Bio-

degradable waste. Plastic waste will

be given to the waste recyclers and

bio-degradable waste will be disposed

to the GHMC bins

2. Sludge from STP 27.9 Kg/day Stored in HDPE bags and will be used

as manure / given to farmers.

3. Waste oil 300 Lit /Annum Will be given to SPCB approved

vendors.

4. E-waste 6 T/annum Will be given to SPCB approved

vendors.

5.4 NOISE LEVEL MANAGEMENT

DG sets will be provided with acoustic enclosure, which would restrict the noise level to 75

dB(A) at a distance of l m from the acoustic enclosure. The DG sets would be mounted on

the anti vibration pads to restrict the vibration. There will be slight increase in traffic noise

due to the proposed project. However the Noise levels will be within the standards


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prescribed by CPCB / SPCB. Hence there will not be any impact on Noise environment due

to the proposed project.

5.5 LAND ENVIRONMENT

All the pavements in the site area will be grass paved, which will mitigate the dust

generation from the vehicles. Vehicle speed in the IT park area will be reduced which will

reduce the emissions. Greenbelt will be developed in the IT park area which will acts as

sink for the emissions.

Hence there will not be any deposition of pollutants in the surrounding area.

The sanitary waste water generated from the IT park will be treated in Moving Bed Bio Film

reactor and treated waste water will be reused for non-potable purposes like flushing and

greenbelt development. No wastewater will be disposed to the outside. Hence zero

discharge system will be implemented.

The solid waste generated from the IT park will be disposed as per norms.

Hence there will not be any impact on land environment due to the proposed IT park.

Recommendations

a) Land scaping will be done along the periphery of the compound wall.

5.6 GREEN BELT DEVELOPMENT Greenbelt will be developed all around the periphery of the compound wall along with some

part of the Greenbelt will be developed in Open spaces. The greenbelt shall be developed

simultaneously with the plant construction. This will further mitigate the pollution impacts.

Greenbelt plantation

Greenbelt is developed in a set of rows of trees planted in such a way that they form an

effective barrier between the plant and the surroundings. The main purpose of greenbelt

development is to contribute to the following factors.

To maintain the ecological homeostatus.

To attenuate the dust emissions and lower SO2 levels

To prevent the soil erosion.

To attenuate the noise levels.

To utilize the treated effluents.


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Selection of species

The following main criteria will be followed for selection of plants:

• Trees, shrubs having dense foliage with a large surface area, as leaves absorb

pollutants.

• Evergreen trees as they are found to be more effective.

• The species resistant to pollutants, particularly in the early stages of their growth.

The following species are planned to be selected for greenbelt development in the IT park

premises

Botanical name Common name

Delonix regia Gulmohar

Saraca asoca Ashoka tree

Muntingia calabura Singapore Cherry

Jacaranda mimosifolia Jacaranda

Terminalia catapa Indian almond

Mangifera indica Mango

Azadirachta indica Neem

Greenbelt development plan

Green belt will be developed all around the IT park

Out of the total site area 10.5% of area will be allocated for greenbelt development

The tree species to be selected for the plantation are pollutant tolerant, fast

growing, wind firm, deep rooted.


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5.7. RAINWATER HARVESTING In the proposed IT park rain water harvesting pits will be constructed to augment the

precious rain water. Due to this impact on groundwater table will be recharged.

Measures to ensure water quality

To ensure the good quality of rain water the following control measures are proposed

o Catchments such as roofs will be made accessible for regular cleaning and ensuring

no dead animals etc are present on the surface.

o The roof will be made of non- toxic material, having smooth, hard and dense surface

o All gutter ends will be fitted with a wire mesh screen and a first flush device will be

installed. Most of the debris carried by the water from the rooftop like leaves, plastic

bags and paper pieces will be arrested by the mesh at the terrace outlet and

contamination will be prevented to a large extent by ensuring that the runoff from the

first 10-20 minutes of rainfall is flushed off. Remaining contaminants like silt and blow

dirt will be removed by installing appropriate filters.

o No sewage or wastewater will be admitted into the system.

o For runoff from parking lots and roads, grease filters etc. will be arranged to prevent

risk of contamination from chemical spillage.

Total Harvested Rainwater Site is proposed to have rain water storage of 5 Cum. Excess rain water will be diverted to

recharging pits. A total 30 no's of recharging pits, each with 3 cum/day capacity will be

provided.

Total Harvested Rainwater

Rain water harvesting structures will be constructed to harvest the run-off water from roof

tops by laying a separate storm water drainage system for recharging of ground water.


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Ground rainwater harvesting system:

Artificial recharge or ground water rainwater harvesting is a process by which the rain

water from paved areas will be collected through a storm water network. And will be

connected to Rainwater harvesting pit.

Rooftop rainwater harvesting system:

In rooftop harvesting, the roof becomes the catchments, and the rainwater will be collected

from the roof of the each building. Rainwater from roof or terrace will transported using

PVC gutters. Rainwater harvesting pits collect all the rainwater. So that groundwater table

will be recharged and utilized for future use.

5.8 FIRE PROTECTION SYSTEM

As per the provisions of the Fire Service Act, 1999, we will obtain permission from

Telangana State Disasters Response & Fire Services Department from fire safety point of

view.

5.9 COST FOR ENVIRONMENTAL PROTECTION The following will be the cost for Environmental protection.

S. NO PURPOSE CAPITAL COST (in Rs. Lakhs)

RECURRING COST (in Rs. Lakhs/annum)

1. Air emission management

Paving of internal roads 63.68 5

Chimney for DG sets 12.00 0.1

Greenbelt development 1.68 0.4

2. Water & waste water management

Water meters 0.45 0.03

Dual plumbing system 15.00 0.1

STP 90.00 6

3. Rain water harvesting system

Rain water harvesting pits 3.00 0.3

Rain water storage tank 10.00 --


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S. NO PURPOSE CAPITAL COST (in Rs. Lakhs)

RECURRING COST (in Rs. Lakhs/annum)

4 Solid waste management

Two bins at every 750 Sq.m 1.50 2

4 no. chutes 0.60 0.1

5 Environmental monitoring -- 0.5

6 Other energy conservation measures like Solar panels, LED etc

25.00 0

Total 222.91 14.53

The in charge who is experienced in environmental aspects will look after monitoring

schedules and will coordinate with the Govt. authorities.

6.0 POST PROJECT MONITORING STRATEGY

The monitoring of various environmental parameters is necessary which forms part of the

environmental protection measures. Monitoring is an important feature because the

efficiency of control measures can only be determined by monitoring. A comprehensive

monitoring program is given under. Locations and frequency of monitoring as per the

guidelines of SPCB and MOEF are tabulated below.

MONITORING SCHEDULE FOR ENVIRONMENTAL PARAMETERS

S. No. Particulars Frequency of Monitoring

Duration of sampling

Parameters required to be

monitored

1. Water quality

A. Ground Water

quality in the

site

Once in a month

except for heavy

metals.

Grab sampling

(24 hourly)

As per IS: 10500

B. Wastewater Once in a month Grab sampling As per IS: 2490

2. Air Quality

A. Stack

Monitoring

Once in a month PM, NMHC, CO & NOX


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CONCLUSIONS

1. Dust curtains will be used to reduce the dust emissions during construction of proposed

project.

2. The flue gases from the D.G. Set will be let out through a stack of adequate height for

effective dispersion of emissions into the atmosphere. The resultant Ground Level

Concentrations of PM, NMHC, NOX & CO in the post project scenario are within the

National Ambient Air Quality Standards (NAAQS). Hence there will not be any adverse

impact on air environment due to the proposed project.

3. All Driveways & internal roads will be paved.

4. Wastewater generated from the apartment will be treated in sewage treatment plant

and will be utilized for non-potable purposes like Toilet flushing and gardening.

Remaining treated waste water will be discharged into the nearest drain

5. Rain Water Harvesting pits will be provided to augment the precious rain water and

ground water recharge

6. The Solid waste in the form of garbage will be segregated at source into bio-degradable

and non-bio-degradable waste. Plastic waste will be given to the authorized recyclers

and bio-degradable waste will be sent to GHMC.

7. Greenbelt of 1,561.07 Sq.m will be developed in the project site premises.

8. Adequate firefighting equipment’s will be implemented as per the National Building

Code.

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