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Project : Akshat Kanota Estates Form-1

Promoted by: Akshat Apartments Private Limited

FORM-1



FORM 1

I Basic Information

S.

No.

Item Details

1. Name of the Project/s : “Akshat Kanota Estates”

Promoted by: Akshat Apartments Private Limited.

2. S. No. in the schedule : The proposed project is categorized under item 8(a) of

Schedule – Gazette Notification dated Sep 14th, 2006

and its subsequent amendments thereafter.

3. Proposed capacity/area/ length/

tonnage to be handled/

command area/ lease area/

number of wells to be drilled

: Total built up area of the project is envisaged as 1,02,676

sq. m. The proposed project will involve mixed land use

development with plotted development (105 nos.), villas

(173 nos.), EWS plots (55 nos.), LIG plots (36 nos.),

Group Housing (Built up area: 25,697.01 sq. m.), School

(Built up area: 25,557.62 sq. m.), Retail area (shops: 30

nos.) and commercial area (Built up area: 1579.93 sq.

m.), along with other facilities like club house, community

hall etc. The same is tabulated as under:

S. No. Particulars No. of units/Area

1. Villas 173 nos. (3 BHK: 121; 4 BHK: 52)

2. Plotted 105 nos.

3. EWS plots 55 nos.

4. LIG Plots 36 nos.

5. Group Housing No. of plots: 5

6. Retail shops 30 nos.

4. New /Expansion/Modernization : New Project

5. Existing capacity/area etc : Not applicable

6. Category of project i.e. 'A' or 'B' : Category-B

7. Does it attract the general

condition? If yes, please specify.

: No, general conditions are not applicable on projects

listed under Item 8 of the schedule- EIA Notification,

2006 and its subsequent amendments thereafter.



8. Does it attract the specific

condition? If yes, please specify.

: No, specific conditions are not applicable on projects

listed under Item 8 of the schedule- EIA Notification,

2006 and its subsequent amendments thereafter.

9. Location

Plot/Survey/Khasra no. : Khasra nos. 49/1, 49/2 {Khasra Plan enclosed as

Annexure IV(d)}

Village : Kanota

Tehsil : Bassi

District : Jaipur

State : Rajasthan

The Geographical Location is as under :

1. NNW Corner:

Latitude : 26°52'56.11"N

Longitude : 75°57'24.07"E

2. SW Corner:

Latitude : 26°52'47.39"N

Longitude : 75°57'17.79"E

3. SE Corner:

Latitude :26°52'41.03"N

Longitude :75°57'42.84"E

4. ENE Corner:

Latitude :26°52'46.60"N

Longitude :75°57'43.67"E



10. Nearest Railway station/Airport

along with distance in kms.

: Nearest Name Distance (aerial)

& Direction

Railway Station Kanota RS 4.17 km S*

Airport Jaipur Airport 15.0 km WSW*

*Distances as measured from Google Earth

11. Nearest Town, City, District

Headquarters along with distance in

kms.

:

Nearest Name Distance

(aerial) &

Direction

Nearest town Bassi 10.04 km SE*

District Head

Quarter

District Head

Quarter, Jaipur

17.3 km WNW*

*Distances as measured from Google Earth

12. Village Panchayat, Zilla Parishad,

Municipal Corporation, Local body

(Complete postal address with

telephone no. to be given)

: The project site is under the jurisdiction of Jaipur

Development Authority, Jaipur.

Address:

Jaipur Development Authority,

Ram Kishor Vyas Bhawan,

Indra Circle, Jwahar Lal Nehru Marg,

Jaipur-302004, Rajasthan

E-mail: [email protected]

13. Name of the applicant : Akshat Apartments Private Limited

14. Registered address : A-27/13-A, Kanti Chandra Road, Bani Park, Jaipur-

302016

15. Address for correspondence:

Name : Brijesh Saxena

Designation (Owner/Partner/CEO) : General Manager

Address : A-27/13-A, Kanti Chandra Road, Bani Park, Jaipur

Pin Code : 302016

E-mail : [email protected]

Telephone no. : +91-141-6604758

Fax No. : +91-141-6604799

16. Details of alternative sites examined,

if any. Location of these sites should

be shown on a Toposheet.

: No alternative site was examined.

17. Interlinked projects : No



18. Whether separate application of

interlinked project has been

submitted?

: Not applicable

19. If yes, date of submission : Not Applicable

20. If no, reason : Not applicable

21. Whether the proposal involves

approval/ Clearance under: if yes,

details of the same and their status

to be given.

a. The Forest (Conservation) Act,

(1980)?

b. The Wildlife (Protection) Act,

1972?

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

: No

22. Whether there is any Government

Order/ Policy relevant/relating to the

site

: No

23. Forest land involved (hectares) : No

24. Whether there is any litigation

pending against the project and/or

land in which the project is propose

to be set up?

a. Name of the Court

b. Case No.

c. Orders/directions of the court, if

any and its relevance with the

proposed project.

: No litigation is pending against the project in any

court of law as per legal undertaking provided by

project proponent.

II Activity

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

cause physical changes in the locality (topography, land use, changes in water bodies,

etc.)

S.

No

Information/Checklist

confirmation

Yes/

No

Details thereof (with approximate quantities/ rates,

wherever possible) with source of information

data



1.1 Permanent or temporary

change in land use, land cover

or topography including

increase in intensity of land

use (with respect to local land

use plan)

No Land use:

The project is coming up on a land duly converted for

township purpose. Copy of land documents enclosed

as Annexure I.

Land cover:

The intensity of the land-cover will change from a

vacant land to a township having a paved area of

39,662.72 sq. m. (28.52%) and plantation area of

about 14,298.56 sq.m. (10.28%).

Thus there will be impact on physical environment in

terms of increased run-off.

Topography:

The topography of the site is almost flat with slope

tending towards SW. The highest elevation is 101

mRL (NE), while the lowest elevation is 99.25 mRL

(SW). In post construction phase, the overall direction

of the natural drainage will be retained to the extent

possible. Contour plan enclosed as Annexure II.

1.2 Clearance of existing land,

vegetation and buildings?

Yes Land & Building:

There is no existing building at site.

Vegetation:

Trees, shrubs and herbs are present at site During

site preparation shrubs and herbs will be cleared.

Trees which are at periphery will be remained and

others will be removed during site preparation. In post

construction period native and local tree species will

be planted for sustainable environment.

1.3 Creation of new land uses? No There will be no new land use created as the same is

in consistent with the approval of the JDA. However,

the internal land use break-up will be as follows:

S. No. Particulars Area (sq. m.) Area (%)

1. Total plot area 1,39,040.45 sq. m.

2. Area under Residential (villas, plots) 54430.92 sq. m. 39.15%

3. Area under EWS/LIG plots 3380.21 sq. m. 2.43%

4. Area under group housing 9859.95 sq. m. 7.09%



5. Area under Retail & Commercial 2058.84 sq. m. 1.48%

7. Landscape area 14298.56 sq. m. 10.28%

8. Paved area 39662.72 sq. m. 28.52%

9. Future expansion 1304.37 0.95%

10. Facility area (including school) 14044.88 sq. m. 10.10%

1.4 Pre-construction investigations

e.g. bore houses, soil testing?

No There will be no physical impact on the locality due to

the soil testing or other pre-construction

investigations.

1.5 Construction works? Yes The project will gain a built up area of 1,02,676.00 sq.

m. The construction activities will have impact though

temporary on the nearby receptors. The same will be

mitigated by effective mitigation measure as described

in CP&EMP enclosed as Annexure IV(a).

1.6 Demolition works? No There are no existing buildings at site.

1.7 Temporary sites used for

construction works or housing

of construction workers?

No Temporary store-rooms and site office will be built

during construction phase, which will be removed

later. Provisions of temporary housing facility for

construction workers will be provided. The impact due

to the same will be temporary.

1.8 Above ground buildings,

structures or earthworks

including linear structures, cut

and fill or excavations.

Yes The project will involve construction of villas, EWS

plots, LIG plots, Group Housing, Commercial & Retail

area, School, Club House and will attain a maximum

height of 10.33 m (up to mumty level). The details of

the same are tabulated as under:

S. Block Floors Height in m.



No. Up to

Terrace

Level

Up to

mumty

level

1 Villas G+1 7.2 10.3

This will add to the change in the localized physical

environment.

1.9 Underground works including

mining or tunnelling?

No Not applicable

1.10 Reclamation works? No Not applicable

1.11 Dredging? No Not applicable

1.12 Offshore structures? No Not applicable

1.13 Production & manufacturing

processes?

No Not applicable

1.14 Facilities for storage of goods

or materials?

Yes Temporary store rooms for the storage of construction

materials will be built at the site, which will be

removed later. Thus the impact on physical

environment will be temporary.

During the operational phase, there will be well-

designated confined storage areas within the building,

which will not have impact on the physical

environment.

1.15 Facilities for treatment or

disposal of solid waste or liquid

effluents?

Yes

The waste management during construction and post

construction phase is summarised as under:

CONSTRUCTION PHASE:

S. No. Source Nature of waste Treatment/ Disposal

1. Construction

activities

Solid waste:

Construction waste

The typical waste will compute to around 2,258 MT and

this will consists as stated under:

S.

No.

Particulars Approx.

Qty, (MT)

Disposal

1. Wood 1084 Sold to vendors

2. Dry wall 452 Disposal site.

3. Concrete 203 Disposal site.

4. Metal Scrap 45 Actual user

5. Cardboard 339 Sold to vendors

6. Plastic 45 Sold to vendors

7. Electronic scrap 45 Actual user



8. Misc. (paint,

insulation,

ceramic etc.) 45

Actual user

*Source: Innovative Waste Management, “Construction

Materials Recycling Guidebook.”

3. Construction

workers

Solid waste:

Biodegradable

waste (27 kg / day)

Will be sent to Jaipur Municipal Corporation disposal sites.

Effluent: (5 KLD) Will be treated in temporary septic tank followed by soak pit.

POST CONSTRUCTION PHASE:

S.

No.

Source Treatment/ Disposal

1. Domestic

effluent (350

KLD)

Will be treated in STP of capacity 400 KLD based on FAB Technology.

Disposal of treated effluent:

• Flushing (105 KLD)

• Landscaping (72 KLD)

• General washing (5 KLD)

• Filter backwash (15 KLD)

• Drain (135 KLD)

2. Solid waste As under:

S.

No.

Bins Particulars Quantity Treatment Disposal

1. Green

(households)

Compostable waste

Kitchen waste

Garden waste

1100

kg/day

No in-situ treatment.

Collected and stored

at designated places.

Will be sent to

Jaipur Municipal

Corporation

disposal sites.

2. Dark grey

bins

(households)

Non – biodegradable +

recyclable waste:

Plastics

Metal cans

Glassware

177 kg/day

• 146 kg/day

• 7 kg/day

• 17 kg/day




Will be sent to

Jaipur Municipal

Corporation

disposal sites.



Misc. • 7 kg/day

3. Blue

(households)

Paper waste

Paper

Newspaper

Cardboards

Packing material

82 kg/day

Efforts to recycle to

the best possible

extent.

Will be collected on

daily basis.

Sent to the vendors

for recycling.

Source: Seemann, 06

1.16 Facilities for long term

housing of operational

workers?

No No long term housing facilities will be provided.

1.17 New road rail or sea traffic

during construction or

operation?

No There will be no new road and rail.

During construction phase, there will be insignificant

increase in traffic levels due to inward and outward

movement of vehicles carrying construction material.

Traffic survey report is enclosed as Annexure IX.

In the post construction phase, there will be increase in

the traffic levels due to proposed project. The increased

traffic load due to the proposed project at 100%

occupancy will be 355 ECU including the traffic load

contributed by visitors.

The parking details are as under:

Parking required : 355 ECU

Parking provided : 355 ECU



1.18 New road, rail, air waterborne

or other transport

infrastructure including new or

altered routes and stations,

ports, airports etc?

No There is no new rail, air borne transport infrastructure

required for the project.

1.19 Closure or diversion of existing

transport routes or

infrastructure leading to

changes in traffic movements?

No Due to the upcoming project, there will be no closure

or diversion of existing transport routes or

infrastructures leading to changes in traffic

movements.

1.20 New or diverted transmission

lines or pipelines?

No There will be no diversion of transmission and

pipelines, though the project involves construction of

new internal pipelines for fresh water, recycled water,

rain-water harvesting, sewer lines and internal power

distribution lines.

The impact of the same will be insignificant.

1.21 Impoundment, damming,

culverting, realignment or

other changes to the hydrology

of watercourses or aquifers?

No The project will not involve any impoundment,

damming, culverting or realignment or other changes

to the hydrology of watercourses or aquifers.

1.22 Stream crossings? No Not applicable.

1.23 Abstraction or transfers of

water from ground or surface

waters?

Yes The fresh-water demand to the tune of about 265 KLD

(96,725 cu. m./ annum) will be met through PHED

(Existing bore wells: 2 nos.). The area is falling under

Bassi Block which is classified as notified Block.

1.24 Changes in water bodies or

the land surface affecting

drainage or run-off?

Yes The land surface affecting the drainage will be altered

(retaining the same direction) to provide effective

surface runoff co-efficient from paved areas (0.75) by

capturing the maximum surface run off through well

designed storm-water pipe-network of rain water

harvesting and will be used for recharge (60,612 cu.

m./annum) of the aquifers. The impact will be

confined.

1.25 Transport of personnel or

materials for construction,

operation or

Yes Construction:

There will be movement of personnel, materials and

machineries during the construction phase.



decommissioning? The impact due to the same will be negligible as local

people will be deployed and the construction material

and machinery required will be mobilized from the

local area.

Thus, there will be contribution of marginal noise &

vehicular emissions which will be mitigated by

implementation of effective EMP.

Post Construction:

During commissioning, there will be transportation of

personnel and materials in and out of the project

regularly. There will be 355 ECU of on road due to the

project on completion of project with 100% occupancy.

1.26 Long-term dismantling or

decommissioning or

restoration works?

No Restoration works for the project on long-term will be

an ongoing activity, which will not have any impact on

physical environment.

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No There is no decommissioning activity related to the

project.

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes During the construction phase, there will be inward

and outward movement of local labour in the

construction site, this will be an ongoing temporary

activity and will not call for permanent influx of people.

Thus, the impact due to the same will be temporary

However, during the post-construction phase, there

will be regular movement of residents, visitors, staff

and related personals, thus having impact on physical

environment

1.29 Introduction of alien species? No No alien species are present there.

1.30 Loss of native species or

genetic diversity?

No Few trees, shrubs, herbs and grasses which will be

removed during the pre construction activity. The loss

of local species will be compensated with other local

and native species in post construction phase. No

endangered, threatened or endemic species exist in

the study area, therefore; site specific impact will be



negligible and insignificant.

1.31 Any other actions? No Not applicable

2. Use of Natural resources for construction or operation of the Project (such as land,

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

short supply):

Information/checklist

confirmation

Yes

/ No

Details thereof (with approximate quantities /rates,


data

2.1 Land especially undeveloped

or agricultural land (ha)

Yes The total plot area acquired for the project is

1,39,040.45 sq. m. (13.90 hectare).

2.2 Water (expected source &

competing users) unit: KLD

Yes As under:

Phase Water demand Expected Source

Construction 9 KLD Tanker supply.

Post

construction

phase

462 KLD (265

KLD fresh + 197

KLD recycled/

reused)

Fresh water: PHED

Supply (Existing Bore

wells: 2 nos.)

Recycled water:

Treated water from

STP

2.3 Minerals (MT) Yes Bricks and stone etc (locally available in the market)

2.4 Construction material – stone,

aggregates, sand/ soil

(expected source – MT)

Yes The estimated quantities of construction materials to

be used are as under:

Material Quantity Source

Coarse aggregate 50,300 cu. m.

Jaipur market

Fine aggregate 53,400 cu. m.

Cement 7,39,300 Bags

Structural Steel 6161 MT

Bricks 1.63 crore nos.

2.5 Forests and timber (source –

MT)

Yes The use of wood in the project has been planned

minimum to the extent possible. Wood with recycled

content such as MDF boards will also be used to the

extent possible. FSC certified wood will be used.

2.6 Energy including electricity

and fuels (source, competing

users) Unit: fuel (MT), energy

(MW)

Yes Energy:

The estimated connected load for the project is

7376.71 KW, which will be met through nearest GSS.

In addition to the conventional sources of energy



feasibility of non-conventional energy sources have

also been planned for the project such as the use of

solar stand alone fixtures and solar water heaters for

hot water generation.

The summary of the energy demand and details of

solar stand alone fixtures, solar panels is given as

under:

S. No. Description

1. Source of supply 33 KV supply will be from nearest GSS.

2. Electrical Load Connected load 7376.71 KW

Maximum Demand 4248.74 KW

3. Transformer No. of transformers 17

Capacity 5000 kVA, 33/11 kV (1 no.)

800 kVA (1 no.)

500 kVA (1 no.)

315 kVA (4 nos.)

250 kVA (10 nos.)

4. DG Sets No. of DG sets 2

DG Capacity 100 KVA each

Fuel Used HSD (sulphur content: 0.05%)

Fuel Consumption 16.9 l/hr/DG

S.

No.

Equipment Location Number Capacity of each

equipment

Total capacity

1. Solar geysers Building terraces 173 250 L 43.2 KL (approx)

2. Solar standalone street

lighting system

Street &

landscape area

55 nos.

(approx.)

90 W each 4.9 KW

2.7 Any other natural resources

(use appropriate standard units)

No No other significant natural resources other than

above are used.

3. Use, storage, transport, handling or production of substances or materials, which

could be harmful to human health or the environment or raise concerns about actual or

perceived risks to human health.

S.

No


confirmation

Yes/

No

Details thereof (with approximate

quantities/rates, wherever possible) with

source of information data

3.1 Use of substances or materials, Yes There will be storage of HSD to the tune of 0.2 KL



which are hazardous (as per

MSIHC rules) to human health

or the environment (flora, fauna,

and water supplies)

(approx) in the project, which will be stored in the

inbuilt storage tanks of DG sets. This will not call

for any approval from CIF&B as it is less than

prescribed threshold limit.

The significant hazard due to the same will be

negligible as the exposure level will be confined

within a small area in the consequence of

unforeseen hazard.

3.2 Changes in occurrence of

disease or affect disease

vectors (e.g. insect or water

borne diseases)

No There will be no release of any hazardous

substance in the construction as well as post-

construction phase.

The waste-water generated to the tune of 350 KLD

will be treated in STP based on FAB Technology

with capacity of 400 KLD.

Further, storm-water network will be well designed

to leave no stagnant water pockets.

The biodegradable and non- biodegradable waste

will be collected at earmarked places and will be

sent to the Jaipur Municipal Corporation disposal

sites. Proper sanitization will be done to prevent

any disease vectors.

3.3 Affect the welfare of people e.g.

by changing living conditions?

No There will be proper treatment of the solid as well

as liquid waste generated and the waste will not be

dumped in the nearby localities thereby, causing

change in the living conditions. The solid waste will

be suitably treated, while the liquid effluent will be

treated in the sewage treatment plant.

3.4 Vulnerable groups of people

who could be affected by the

project e.g. hospital patients,

children, the elderly etc.,

Yes The project is coming in an semi urban area.

However, there is no immediate vulnerable group

of people exists around as of now.

The project will not involve activities requiring the

use, transport, handling of hazardous substance

(as per the MSIHC rules). The project planning has

been done to avoid any adverse impact by means

of proper waste management during construction

as well as operation phase.



3.5 Any other causes No No other causes are significant.

4. Production of solid wastes during construction or operation or decommissioning

(MT/month)

S.

No


confirmation

Yes/

No



data

4.1 Spoil, overburden or mine

wastes

No Not applicable

4.2 Municipal waste (domestic

and or commercial wastes)

Yes The details of the various activities generating solid

waste, its classification, collection facilities, treatment

and disposal are given in point 1.15.

4.3 Hazardous wastes (as per

Hazardous Waste

Management Rules)

No Construction Phase:

No hazardous waste as per HWMR will be generated.

Post Construction Phase:

No hazardous waste as per HWMR will be generated.

However, spent oil (<1 KL / annum) will be generated

which will be carefully stored in High Density

Polyethylene (HDPE) drums in isolated covered

facility and will be disposed off to the registered actual

users. Suitable care will be taken so that spills/leaks

of spent oil from storage can be avoided.

4.4 Other industrial process

wastes.

No No industrial process is involved, hence not

applicable.

4.5 Surplus product. No Not applicable

4.6 Sewage sludge or other

sludge from effluent

treatment.

Yes About 0.9 TPD sludge will be generated from STP,

which will be used as manure in landscaping (after

digestion).

4.7 Construction or demolition

wastes.

Yes About 2,258 MT of the construction waste will be

generated. Details of the same are given in Form 1

under section 1.15.

4.8 Redundant machinery or

equipment.

No There will not be any redundant machinery or

equipment at site.

4.9 Contaminated soils or other

materials.

No Proper care will be taken to avoid contaminated soil

and if oil spilled soil will be found; the same will be

scrapped off and stored at earmarked places and sent



to disposal sites.

4.10 Agricultural wastes. No There will be no agriculture waste.

4.11 Other solid wastes. No There is no other waste.

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

S.

No


confirmation

Yes/

No



data

5.1 Emissions from combustion

of fossil fuels from stationary

or mobile sources.

Yes

Stationary sources:

There will be emissions from DG set (used in the case

of power cuts or failure) and vehicular emissions. The

maximum predicted concentrations from the proposed

project considering line (Vehicular exhaust) as well as

point source (DG set of cumulative capacity 200 kVA

(100 kVA each)) emissions is tabulated as under:

Pollutant Maximum Incremental

Concentration (µµµµg/m3)

Towards

Direction

NOx 6.4 W

CO 5.1 W

Mitigation measures:

• Stack height of 10 m will be provided above the

roof of DG set to contain the emissions within the

permissible norms.

• EPA/ CPCB certified DG set will be used.

• Around 14,298.56 sq. m. (10.28 %) will be under

landscape which will help to contain the emissions

within the permissible range.

• Effective traffic management plan including guided

traffic ways and separate entry/ exits will help to

avoid emissions during peak traffic hours.

5.2 Emissions from production

processes.

No There is no production process in the project.

5.3 Emissions from materials

handling including storage or

transport

Yes The emissions expected from construction phase can

be dust arising from material handling and vehicular

emission from transport vehicles. These include the

emissions due to idling of the vehicles during loading

and unloading activities. Emission from transport



vehicles are given under point 5.1.

Management:

• Construction waste will be reutilized within the site

itself to the extent possible to reduce the emissions

during transportation. Further, idling of the vehicles

will be reduced to the extent possible.

5.4 Emissions from construction

activities including plant and

equipment

Yes The dust emission sources during construction phase

are:

• Excavation

• Haul-road movements

• Construction

• Material Handling

• Finishing

Emissions factors for construction equipment are

given in table below:

Equipment Emissions Factors (g/hr)

CO VOC NOX SOX PM10

Backhoe/

Front end

loader

190.05 56.69 370.13 1.58 37.64

Rubber tired

crane

161.02 39.00 464.02 2.67 23.58

Hydraulic

Crane

161.02 39.00 464.02 2.67 23.58

Concrete

Vibrator

72.57 13.60 122.46 0 4.53

Paving

Equipment

186.42 48.53 412.31 1.95 29.93

Roller/

Compactor

165.10 34.92 316.15 1.90 23.13

*Source: SCAQMD CEQA Hanbook

Impacts:

Increase levels of PM10, PM2.5, NOx, HC, VOC etc.

from the above activities.

Mitigation measures like: minimizing drop heights of

debris, enclosures, covered transport, use of barriers,

wetting surface, plantation, avoiding idling of vehicles

etc.



5.5 Dust or odours from handling

of materials including

construction materials,

sewage and waste.

Yes The dust emanated from various construction

activities and will be controlled by:

Source Impact Mitigation

During Construction : Various sources of dust during construction with their impact and mitigation are

listed below:

• Uncovered

stockpile

• Construction

activities like

Cutting, grinding,

sawing and

scrabbling.

• Chutes and skips.

• Cause

environmental

degradation,

including air and

water pollution.

• Create problems

with visibility.

• Damage or dirty

property and

belongings.

• Create unsafe

working

conditions.

• Water spraying to prevent dust pollution from different

sources of construction.

• Predominant wind direction will be considered for siting

stockpiles.

• Stockpiles will exist for the shortest possible time.

• Minimize drop heights to control the fall of materials.

• Pre-fabricated materials like RMC will be used for

construction.

• Covering the construction site on all four sides to a

considerable height to prevent dust emission and other

pollutant to the surrounding environment.

Odour : Odour will be generated due to Solid Waste and sewage generation and handling during and

post construction; their impact and Mitigation measures are listed below:

• Storage, Handling

and

transportation of

SW.

• Statuary

Nuisance.

• Release of H2S

from sewage can

irritate the eyes,

cause a cough or

sore

throat, shortness

of breath, and

fluid accumulation

in the lungs

• During construction the waste will be collected and stored

at earmarked places and transferred to the disposal site.

• In post-construction phase colour coded bins will be

provided for collection and transportation of biodegradable

and non-biodegradable waste.

• Waste will be collected and transferred on regular basis

with proper safety measures to avoid odor nuisance.

• Covering loads to limit materials or litter blowing off and

reducing smells.

• Generation and

treatment of raw

sewage.

• Proper sewage treatment system and solid waste

management system will be provided and maintained to

avoid the problem of odour.

• Sick Building

Syndrome

• Low VOC products (paints, adhesives, sealants) will be

used to avoid sick building syndrome.



5.6 Emissions from incineration of

waste

No There will be no incineration of waste.

5.7 Emissions from burning of

waste in open air (e.g. slash

materials, construction debris)

No The construction waste generated will be reused back

for construction of road and paved areas within the

project area.

5.8 Emissions from any other

sources

No No common burning will be allowed at site.

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

S.

No


confirmation

Yes/

No



data

6.1 From operation of equipment

e.g. engines, ventilation plant,

crushers

Yes Noise will be generated from the construction

equipment’s and operation of DG sets.

During construction work the following will be the

tentative sources of noise:

Name of

source

Noise Level at 16

m (50 ft) from

Source in db (A)

Noise level at 1

m from source in

dB (A)

Back hoe/

Loader

81 105

Cranes-mobile 81 105

Dump truck 83 107

Generator Not considered 75 (as prescribed

by CPCB)

The following measures will be taken:

• EPA/CPCB certified DG sets conforming to the

standards for noise will be used.

• All construction equipment and machineries will be

maintained in good conditions.

• The adverse impact on workers will be reduced by

rotating the job between workers working at a

particular noise source.

• Personal protective equipment like ear muffs, ear

plugs will be provided to the workers

• Light pollution will be restricted using cut-off shield

fixtures on site.

• Ensuring that all lights strike a surface directly and

do not point at the sky or surrounds. It will be kept



minimum, consistent with safety and security.

6.2 From industrial or similar

processes

No Not Applicable.

6.3 From construction or

demolition

Yes During construction:

During construction work D.G. Sets, Pumps, Trucks,

vibrators, drilling machine, etc will be the tentative

sources of noise:

6.4 From blasting or piling Yes Blasting operations are not envisaged in the proposed

project.

However, noise from piling activities shall be as

follows:

100 dB (A) at 50 ft from source

124 dB (A) at 3.3 ft from source

Piling work will be prohibited between 7 pm to 7 am.

Temporary noise barrier will be provided all around

the project site.

6.5 From construction or

operational traffic

Yes There may be increase in the noise levels due to

constructional /operational traffic arising due to the

project, which will be minimized by:

• Effective traffic management including sufficient

width of driveways (up to 6 m) to avoid traffic

congestions especially during the peak hours.

• Encouraging the residents for the car pooling and

use of mass transportation facilities.

• Provisions of internalized designated visitors

parking for smooth traffic movement near the

entry/ exit points.

• Effective green belt (10.28%) will help in reducing

the noise propagation.

6.6 From lighting or cooling

systems.

Yes There will be change in the light pollution level of the

project area. Use of focused lights to the active areas

is envisaged. Further, there will be no sky-lighting

during the construction as well as post-construction

phase.

6.7 From any other sources No No other sources are significant.



7. Risks of contamination of land or water from releases of pollutants into the ground or

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

S.

No


confirmation

Yes/

No



data

7.1 From handling, storage, use or

spillage of hazardous

materials

No The project will not involve any handling and storage

of hazardous materials.

7.2 From discharge of sewage or

other effluents to water or the

land (expected mode and

place of discharge)

Yes There is risk of contamination of land and water due to

discharge of untreated waste-water. The wastewater

generated will be treated in STP based on FAB

technology of capacity 400 KL. About 135 KLD of

excessive treated water will be used for irrigation

purposes in adjoining land.

7.3 By deposition of pollutants

emitted to air into the land or

into water

No During construction, there will be emissions generated

from excavation, material transfer, construction

operations, finishing operations, road construction,

exhaust from vehicles, and stationary sources, etc.

The management of the same has been described at

relevant sections.

7.4 From any other sources No There will not be any other sources, which will

contaminate land & water resources.

7.5 Is there a risk of long term

build-up of pollutants in the

environment from these

sources?

No Significant contribution on long-term built-up of

pollutants is not envisaged from this project.

8. Risk of accidents during construction or operation of the project, which could affect

human health or the environment

S.

No


confirmation

Yes/

No

Details thereof (with approximate quantities/rates,


data

8.1 From explosions, spillages,

fires etc from storage,

handling, use or production of

hazardous substances

Yes There will be no hazardous substance or chemical

used in the proposed project. However, spent oil from

DG sets and transformers will be generated which will

be stored in the spent oil tank prior to disposal to



actual users at earmarked places.

The fuel used in the DG sets will be stored in the

inbuilt storage tanks which will be designed to meet

out all safety norms.

Proper fire-fighting arrangements will provided all

around the project site (as per the norms of the NBC-

2005)

8.2 From any other causes

Yes The major risks involved in the project would be

working at different construction heights and mishaps

due to human errors, bad construction practices and

associated electric hazards.

All safety measures will be in place prior to

commencement of operations so as to avoid any risk

of human life and as per the prevailing local by laws.

Sources/ Risks Impacts Mitigation

Construction

Risks

Fire, electrical

hazard, safety and

working at

different vertical

height of the

building.

• All Safe construction practices & precautionary measures will be

adopted and use of PPE will be mandatory.

• First-aid measures will be provided at site.

• 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.

• Indian Electricity Act of 1910 and rules issued there under revised

up to date will be followed.

• Regulations for electrical equipment in building issued by The

Bombay Regional Council of Insurance Association of India will be

followed.

• If effective EMP is implemented in line with the local legislations &

requirement of EC the risk in both phases can be minimized to

certain extent.

8.3 Could the project be affected

by natural disasters causing

environmental damage (e.g.

floods, earthquakes,

landslides, cloudburst etc)?

Yes

As per the secondary data available no such

precedents has been reported. However the

possibility of such incidents cannot be ruled out.

Floods:

• For effective functioning, pre-monsoon and post-



monsoon checks of the drainage structures will be

undertaken.

• The project has planned storm water layout in

regards to the peak intensity of the rainfall so far

received as recorded by IMD.

Earthquakes:

The site is located in the Seismic Zone II, (Low

damage risk zone) as per the seismic zoning map of

India given in BIS code IS: 1893 (Part 1)-2002, which

is Low Damage Risk Zone.

However, the building design will be made with

earthquake proof design structure and provisions

regarding earthquakes resisting building have been

taken in the structural Design as per the Indian

Standard Codes. Structure with ductile detailing is

considered as per IS: 13920-1993.

9. Factors which should be considered (such as consequential development) which could

lead to environmental effects or the potential for cumulative impacts with other existing

or planned activities in the locality.

S.

No


confirmation

Yes/

No

Details thereof (with approximate quantities/

rates, wherever possible) with source of

information data.

9.1 Lead to development of supporting

cities, ancillary development or

development stimulated by the

project which could have impact on

the environment e.g.

• Supporting infrastructure (roads,

power supply, waste or waste

water treatment, etc.)

• housing development

• extractive industries

• supply industries

• other

Yes The project may lead to adjuvant development

at the site. With coming up of the project

supporting infrastructure such as road network,

sewerage lines, along with development of petty

shops and grocery stores may come up in the

near future.



9.2 Lead to after use of the site, which

could have an impact on

environment

No It is a area development project.

9.3 Set a precedent for later

developments

No None

9.4 Have cumulative effects due to

proximity to other existing or planned

projects with similar effects.

Yes As the project is coming up in the semi urban

area and many similar developments are

coming around, the cumulative impact due to

the same will be increase in heat island effects

due to concretization.

III Environmental Sensitivity

S.

No

Areas Name/

Identity

Aerial distance (within 15 km.)

Proposed project location boundary

1 Areas protected under international

conventions, national or local

legislation for their ecological,

landscape, cultural or other related

value.

None within the study area

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or other

water bodies, coastal zone,

biospheres, mountains, forests.

Bagrana Bir RF 3.20 km# towards WNW

Bavri Ka Bir RF 4.72 km# towards W

Jhalana Bani RF 9.07 km# towards W

Ambagarh RF 13.40 km# towards SSW

Dhund River 1.4 km# towards W

Kanota Dam 4.15 km* towards NNW

Amanishah Nallah 12.6 km# towards S

3 Areas used by protected, important

or sensitive species of flora or

fauna for breeding, nesting,

foraging, resting, over wintering,

migration.


4 Inland, coastal, marine or

underground waters.


5 State, National boundaries None --



6 Routes or facilities used by the

public for access to recreation or

other tourist, pilgrim areas.

Name Distance (aerial*) Direction

SH 24 9.75 km ESE

SH-55 11.06 km NNW

NH-11 1.0 km SW

7 Defence installations. None

8 Densely populated or built-up area Bassi 10.2 km* towards SE

9 Areas occupied by sensitive man-

made land uses (hospitals, schools,

places of worship, community

facilities)

Educational Facilities: Approx. Distance &

Direction

Govt. Primary School, Kanota 1.2 km. (SSW)

Government Sr. Secondary School,

Kanota 1.23 km. (SW)

Menter International School, Kanota 1.56 km. (SSE)

M.L. Mittal Pvt. ITI College, Kanota 0.20 km. (W)

Anand International College of Engineering, Jaipur – Agra Road, Kanota

2.5 km. (SSE)

Medical Facilities: Approx. Distance & Direction

Government Ayurvadik Hospital, Kanota

1.2 km. (SSW)

Private Hospital, Kanota Bazar, Kanota

1.25 km. (SW)

NIMT College of Nursing, Bagrana 3.37 km. (W)

Place of Worship Approx. Distance & Direction

Badri Ashram – 52 Feet Hanumanji Temple, Bagrana

3.60 km. (W)

Shree Shankar Sewa Dham, Bagrana

3.66 km. (W)

10 Areas containing important, high

quality or scarce resources (ground

water resources, surface resources,

forestry, agriculture, fisheries,

tourism, minerals)

Bassi

The project falls under Bassi Block,

which is categorized as “Notified” block

by CGWA.

11 Areas already subjected to pollution

or environmental damage.

(those where existing legal

environmental standards are

exceeded)

None NA

12 Areas susceptible to natural hazard Earthquake The area is classified as Zone II (Low



which could cause the project to

present environmental problems

(earthquakes, subsidence,

landslides, erosion, flooding or

extreme or adverse climatic

conditions)

Zone II Damage Risk Zone) as per the BIS

classification. Suitable seismic

coefficients in horizontal and vertical

directions respectively will be adopted

while designing the structures.

"I hereby give undertaking that the data and information given in the application and enclosure are

true to the best of my knowledge and belief and I am aware that if any part of the data and

information submitted is found to be false or misleading at any stage, the project will be rejected

and clearance given, if any to the project will be revoked at our risk and cost.”

Date:

Place: Jaipur (Brijesh Saxena)

General Manager

Project: Akshat Kanota Estates Form-1A


FORM-IA



FORM-I A

FORM-1 A (only for construction projects listed under item 8 of the Schedule)

CHECK LIST OF ENVIRONMENTAL IMPACTS

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

explanatory notes with the Form and submit along with proposed environmental management

plan & monitoring programme)

LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)- Enclosed as Annexure-IV (c)

1.1 Will the existing land use get

significantly altered from the project

that is not in consistent with the

surroundings? (Proposed land use

must conform to the approved Master

Plan / Development Plan of the area.

Change of land use if any and the

statutory approval from the competent

authority are submitted). Attach Maps

of (i) site location, (ii) surrounding

features of the proposed site (within

500 meters) and (iii) the site

(indicating levels & contours) to

appropriate scales. If not available

attach only conceptual plans.

: The land is duly converted for residential scheme

by Jaipur Develpoment Authority.

Contour Plan : Annexure II

Site Plan : Annexure III

Conceptual Plan

: Annexure IV

1.2 List out all the major project

requirements in terms of the land

area, built up area, water

consumption, power requirement,

connectivity, community facilities,

parking needs etc.

: The major requirements of the project are

summarized as under:

1. Plot area 1,39,040.45 sq. m.

4. Built up area 1,02,565 sq. m.

5.

Water

consumption

Daily water demand: 462 KLD (265

KLD fresh water demand + 197

KLD recycled water demand).

6. Power

requirement

Connected load 7376.71 KW

Demand load 4248.74 KW

5. Connectivity

facilities

Kanota RS: 4.17 km towards S

Jaipur Airport: 15.0 km towards

WSW

6. Parking Total ECU required : 355



needs Total ECU provided : 355

The details of the connectivity and community

facilities are given in Form 1 under point

Environmental sensitivity.

1.3 What are the likely impacts of the

proposed activity on the existing

facilities adjacent to the proposed

site? (Such as open spaces,

community facilities, details of the

existing land use, disturbance to the

local ecology).

: Existing Facilities:

Direction Facilities

East Habituation

North Vacant Land

West Vacant Land

South Vacant Land

The impact due to the proposed project may be

increase in the traffic loads, increase in the noise

levels during construction activities, and dust

emissions emanating from various construction

activities. Due care will be taken during

construction as well as operational phase to

minimize the impact on surroundings such as piling

activities, shielding of construction site, wetting of

roads, stockpiles, etc. The same is listed in Table

1.1

Disturbance to the local ecology:

Project site supports some common floral-faunal

species which uses wide variety of habitats of the

adjacent ecosystem (sub-urban). So, present

project will not have any adverse impact on the

ecological conditions.

About 14,298.56 sq. m. (10.28 %) area is under

landscaping/ green belt. Measures will be adopted

during post construction phase to re-establish

landform proficient of maintaining the ecological

conditions and capacity of the project site to

support similar habitats and species.

Table 1.1: Sources of pollution along with mitigation measures

Source Impact Mitigation

Various sources of pollution during construction with their impact on existing nearby structures and

mitigation are listed below:



AIR QUALITY :

• Uncovered

stockpile

• Construction

activities like

Cutting,

grinding, sawing

and scrabbling.

• Chutes and

skips.

• Cause

environmental

degradation,

including air and

water pollution.

• Create problems

with visibility.

• Damage or dirty

property and

belongings.

• Create unsafe

working conditions.



• Earthworks will be covered temporarily.

• Predominant wind direction will be considered for siting

stockpiles.

• Stockpiles will exist for the shortest possible time.

• Stockpiles will be enclosed or securely sheeted.

• Minimize drop heights to control the fall of materials.

• Pre fabricated materials like RMC will be used for

construction.

• Covering the construction site on all four sides to a

considerable height to prevent dust emission and other

pollutant to the surrounding environment.

CONSTRUCTION PERIOD NOISE AND VIBRATION :

• Construction

equipments and

traffic noise.

• Construction

noise is

unavoidable and

could adversely

affect during

construction

activity periods.

However, the

impact would be

temporary and

limited to the time

of the construction

in any location.

• All construction equipment would be required to conform to

the Standard Specifications to minimize noise from

construction activities, such as maintaining equipment

mufflers in proper operating order.

• The contractor will be required to comply with local noise

control ordinances, to the extent practicable.

• Construction noise barriers, such as temporary walls or

piles of excavated material between noisy activities and

noise sensitive receivers.

• Combine noisy operations to occur in the same time period.

The total noise level produced will not be significantly

greater than the level produced if the operation were

performed separately.

1.4 Will there be any significant land

disturbance resulting in erosion,

subsidence & instability? (Details of

soil type, slope analysis,

vulnerability to subsidence,

seismicity, etc may be given).

: Soil:

• Colour: Light Brown

• Soil stratum: Sandy Clay.

Soil analysis report enclosed as Annexure - VI.

Slope Analysis:

The topography of the site is almost flat with slope

tending towards SW. The highest elevation is 101

mRL (NE), while the lowest elevation is 99.25 mRL

(SW). In post construction phase, the overall direction



of the natural drainage will be retained to the extent

possible.

Vulnerability to Subsidence:

There is no subsidence reported in the area. To avoid

instability piling will be done.

Seismicity :

The area is classified as Zone II (Low Damage Risk

Zone) as per the BIS classification. The building

design will be made with earthquake resistant design

structure. Structure with ductile detailing is considered

as per IS: 13920-1993.

1.5 Will the proposal involve alteration

of natural drainage systems? (Give

details on a contour map showing

the natural drainage near the

proposed project site)

: The surface run-off will increase due to increase in

paved areas. The same will be channelized to well

connected storm water drains designed on the basis

of peak intensity of rainfall (60 mm/hr). However, the

excessive outflow in the event of heavy downpour will

follow the natural drainage.

1.6 What are the quantities of

earthwork involved in the

construction activity-cutting, filling,

reclamation etc. (Give details of the

quantities of earthwork involved,

transport of fill materials from

outside the site etc?)

: The project site is almost flat not requiring cutting and

filling activity. However, excavated soil will be

reutilized within the project premises.

1.7 Give details regarding water

supply, waste handling etc during

the construction period.

Water supply:

The peak domestic water demand during construction

phase will be about 9 KLD (@45 lpcd/ person – 200

No.) which will be met from tanker supply.

Waste handling:

Around 5 KLD effluent will be generated which will be

treated in septic tank followed by soak-pit.

Solid waste:

27 kg/day solid-waste (peak) will be generated during

construction phase and will be sent to disposal site.



1.8 Will the low lying areas & wetlands

get altered? (Provide details of how

low lying and wetlands are getting

modified from the proposed activity)

: There are no wetlands and low lying areas around the

site.

1.9 Whether construction debris &

waste during construction cause

health hazard? (Give quantities of

various types of wastes generated

during construction including the

construction labour and the means

of disposal)

: Details of the same are given in Form 1 under point

1.15.

2. WATER ENVIRONMENT

2.1 Give the total quantity of water

requirement for the proposed

project with the breakup of

requirements for various uses. How

will the water requirement met?

State the sources & quantities and

furnish a water balance statement.

The daily water requirement for the proposed project

will be 462 KLD (fresh water demand: 265 KLD and

the recycled water demand 197 KLD). The daily fresh

water will be met from the PHED (Existing bore wells:

2 nos.).

The water balance chart showing break-up of

requirements for various uses with quantities of fresh

and recycled water is given as under:

WATER BALANCE

Fresh

water

265 KLD

Recycled /

Reuse

treated

water

197 KLD

350 KLD

Waste

water

S

T

P

Capacity

400 KL

Sludge &

evaporation

losses

(18 KLD)

Daily water demand : 265 KLD + 197 KLD = 462 KLD

43

Residential

(181 KLD)154

School & Club

( 50 KLD)

105 KLD in Flushing

4.85 KLD in Washing

72 KLD in Landscaping

105

Excessive treated water

drain

(135 KLD)

Commercial

( 12 KLD) 10

Top up water for swimming

pool ( 10 KLD)

10Staff & Visitors ( 12 KLD)

8

Filter backwash 15 KLD15



2.2 What is the capacity (dependable

flow or yield) of the proposed source

of water?

: The daily fresh water requirement will be

approximately 265 KLD, which will be met from

PHED. The approximate yield of ground water varies

between 140-180 m3/day. (Intermittently)

2.3 What is the quality of water required,

in case, the supply is not from a

municipal source? (Provide physical,

chemical, biological characteristics

with class of water quality)

: The source of water supply will be ground water. The

ground water quality was analyzed by Vison Labs as

per the IS 10500 standards. Ground Water Analysis

Report enclosed as Annexure- VI

2.4 How much of the water requirement

can be met from the recycling of

treated wastewater? (Give the details

of quantities, sources and usage)

: About 197 KLD of the water demand will be met

through recycling & reusing the waste-water for

flushing (105 KLD), plantation (72 KLD) & general

washing (5 KLD), Filter backwash (15 KLD).

2.5 Will there be diversion of water from

other users? (Please assess the

impacts of the project on other

existing uses and quantities of

consumption)

: No, There will be no diversion of water from the

other users as the daily fresh water demand to the

tune of 265 KLD will be met from PHED (Existing

Bore wells: 2 nos.).

2.6 What is the incremental pollution

load from wastewater generated

from the proposed activity? (Give

details of the quantities and

composition of wastewater

generated from the proposed activity.

: The waste water generated to the tune of 350 KLD

will be treated in sewage treatment plant based on

FAB technology of capacity 400 KLD.

Estimated effluent characteristic is given as:

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 <30 mg/l

COD 350 - 400 mg/l <100 mg/l

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

Coliforms (MPN/

100 ml) 10

5 - 10

7 50 – 500/ less



2.7 Give details of the water

requirements met from water

harvesting? Furnish details of the

facilities created.

: Run-off from the terraces, paved areas and

landscaped/open areas will be channelized to well-

connected storm water network, which in turn will be

harvested and used for ground water recharge.

The details are tabulated as under:

Design Parameters

Average annual rainfall 610 mm*

Peak intensity of rainfall 60 mm/hr

Details of structures

Number of structures 56

Capacity of each structure 27 cu. m.

Annual recharge (max) 60,612 cu. m.

*Source: Water Resource Department, Rajasthan

2.8 What would be the impact of the land

use changes occurring due to the

proposed project on the runoff

characteristics (quantitative as well

as qualitative) of the area in the post

construction phase on a long term

basis? Would it aggravate the

problems of flooding or water logging

in any way?

: The project will involve construction of roof-top &

paved areas and hence, quantity of run-off will

increase due to reduced infiltration & increase in

surface run-off coefficient in post-construction phase

as compared to the pre-construction phase. The

overflow during abnormally heavy rains will follow

the run-off pattern. The proposed rainwater

structures have been designed for accommodating

peak-rainfall intensity (60 mm/hr), which will not

aggravate the problem of flooding in the project

area.

2.9 What are the impacts of the proposal

on the ground water? (Will there be

tapping of ground water; give the

details of ground water table,

recharging capacity, and approvals

obtained from competent authority, if

any)

: The source of water supply will be PHED. The area

falls under the Bassi Block, which is Notified block

as per CGWA classification.

Ground water resources availability, utilization and

stage of development is summarized as:

Net annual GW availability 40.8542 mcm

Annual gross draft 78.5035 mcm

Stage of GW development 192.16 %

*Source: CGWB, Jaipur District, 2010.

Annual ground water abstraction: 96,725 cu. m.

Annual recharge to ground water aquifer: 60,612 cu.

m.

2.10 What precautions/measures are : There will be effective measures adapted to reduce



taken to prevent the run-off from

construction activities polluting land

& aquifers? (Give details of

quantities and the measures taken to

avoid the adverse impacts)

the storm water run-off from the construction site-

• Ensuring vehicles stick to the access track.

• Cleaning all mud and dirt deposited on roads

from construction-related activities.

• Construction material will be stored at the

earmarked places and will be covered with a

temporary shed ensuring that no leachate or

spoilage of land cover occurs.

2.11 How is the storm water from within

the site managed? (State the

provisions made to avoid flooding of

the area, details of the drainage

facilities provided along with a site

layout indication contour levels)

: The run-off from roof-top, paved surfaces and

landscaped surfaces will be properly channelized to

the rain-water harvesting sumps through efficient

storm water network. The storm-water drain has

been designed to cater the flow during peak intensity

of rain (60 mm/hr). The water recharge structure has

also been designed for peak intensity and for

maximum capture of surface run-off. The rain-water

harvested will be used for ground-water recharge.

The storm-water drains will be cleaned in the pre-

monsoon phase so that the possibility of the

groundwater pollution & water-logging can be

minimized / avoided.

2.12 Will the deployment of construction

laborers particularly in the peak

period lead to unsanitary conditions

around the project site (Justify with

proper explanation)

: Local people will be deployed during construction.

There will be no stagnant water at site, as the run-off

from the relevant areas will be systematically

drained.

The civil contractor will be made responsible for site

sanitation and will be bound by the management to

adhere to healthy level of sanitation. All sanitary and

hygienic measures will be provided and maintained

throughout the construction phase such as:

• Provision of separate toilets for the construction

workers.

• Temporary septic-tank followed by soak-pit will be

provided for effluent treatment.



2.13 What on-site facilities are provided

for the collection, treatment & safe

disposal of sewage? (Give details of

the quantities of wastewater

generation, treatment capacities with

technology & facilities for recycling

and disposal)

: Details of onsite facilities provided for collection,

treatment & safe disposal of sewage:

Quantity 350 KLD

Collection &

Treatment

Will be treated in sewage treatment plant

Capacity 400 KLD

Technology FAB technology

Recycling/

Disposal

Treated water will be reused for

• Flushing (105 KLD)

• Landscaping (72 KLD)

• General washing (5 KLD)

• Drain (135 KLD)

• Filter Backwash (15 KLD)

2.14 Give details of dual plumbing system

if treated waste is used for flushing of

toilets or any other use.

: There will be separate pipelines for the supply of the

fresh-water and treated-water from STP. Treated-

water will be used for the flushing purposes, and

landscaping purposes, while the fresh water will be

used for domestic consumption. Map showing dual

plumbing layout is enclosed as Annexure VII.

3. VEGETATION

3.1 Is there any threat of the project to

the biodiversity? (Give a

description of the local ecosystem

with it’s unique features, if any)

: The site is situated in the urban ecosystem. The land

is dominated by trees along the boundary wall are

scattered in the project site.

The surrounding habitat/ adjoining spaces of the site

possess local/common floral species; and the site has

the same common flora composition, some of which

will be cleared during the construction phase.

No endangered or threatened species of flora and

fauna have been reported during the survey, so there

is no major threat to the biodiversity 14298.56 sq. m.

(10.28%) area will be under landscaping / green belt.

Measures will be adopted during post construction

phase to re-establish landform proficient of

maintaining the ecological conditions and capacity to

support the similar habitats and species

The perennial shrubs & herbs are the part of the



ecosystem thus impact/ threat to biodiversity due to

project is insignificant.

Proper landscaping will be done in the post

construction period with some local and native

species.

3.2 Will the construction involve

extensive clearing or modification

of vegetation? (Provide a detailed

account of the trees & vegetation

affected by the project)

: The proposed project is dominated by planted trees

along the boundary wall, such as Neem( Azadirachta

indica),Shisham,( Dalbergia sissoo) siris(Albizia

lebbeck,), Khejri (Prosopis cineraria),Bael (Aegle

marmelos), Arru(Ailanthus excelsa) and cultivated

trees Lasoda(Cordia dichotoma), Jamun(Syzygium

cumini)lemon(C. limon), etc. are scattered in the

project site.

The entire area of site is covered with sparse

vegetation of shrubs and herbs which will be cleared

during site preparation.

3.3 What are the measures proposed

to be taken to minimize the likely

impacts on important site features

(Give details of proposal for tree

plantation, landscaping, creation of

water bodies etc along with a

layout plan to an appropriate scale)

: Construction Phase:

Baseline: The site is dominated by planted and

natural occurring trees

Nature: Construction activities would result in

negative impact on existing eco-system.

Impact Magnitude: medium

Extent: Localized

Duration: 3 years-construction phase.

Mitigation:

• A total of 14298.56 sq. m. (10.28%) area will be

under landscape which will help in minimizing the

impacts.

• Total 1586 trees will be planted on the periphery for

the green belt development. (Landscape plan

enclosed as Annexure VIII)

• Tree plantation will be carried out at the periphery

and necessary places.

Native and local species will be preferred for

plantation.

4. FAUNA



4.1 Is there likely to be any

displacement of fauna- both

terrestrial and aquatic or creation of

barriers for their movement?

Provide the details.

: The site is situated in urban ecosystems which

possesses faunal species, are well adapted to the

human dominated areas. Therefore, this project will

not be barrier for movement of any faunal species.

4.2 Any direct or indirect impacts on

the avifauna of the area? Provide

details.

: There were no breeding or foraging grounds observed

during the site visit, which indicates the temporary

movements of avifauna in the project site. Therefore,

there will be no direct impact on the avifauna.

However, landscaping/green belt development in post

construction phase will help to attract avifauna and

provide the suitable habitats to them for daily

activities.

List of avifaunal species recorded during site visit is as

under:

Site specific avifaunal species observed during the site visit:

S.No Common Name Binomial Name Family Schedule IW(P)A / IUCN

1 Indian Ring Dove Streptopelia decaocto Columbidae IV

2 Red-wattled Lapwing Vanellus indicus Charadriidae

IV

3 Common Myna Acridotheres tristis Sturnidae IV

4 House crow Corvus splendens Corvidae IV

5 Black Drango Dicrurus macrocercus Dicruridae IV

4.3 Prescribe measures such as

corridors, fish ladders, etc to

mitigate adverse impacts on fauna

: Baseline: Small mammal species observed at site

are of Least concern category as per IUCN (version

3.1).

Impact Magnitude: Low

Extent: Localized

Duration: During construction phase

Few avifaunal species were observed on site.

Temporary migration may happen in pre construction

activity. To mitigate this impact, the wide range

plantation will be done in post construction period;

therefore sustainable environment can be maintained.

Intensity: Low All species are widely distributed and

the site is not known to be an important area for these



species. There are also no apparent reasons to

expect that the species should be especially

vulnerable to negative impacts associated with the

proposed development and it is highly unlikely that

the species would be significantly impacted by the

development.

Likelihood: it is likely that this impact would occur.

Impact Significance (Pre mitigation):

During construction phase: Minor (-ve).

5 AIR ENVIRONMENT

5.1 Will the project increase

atmospheric concentration of gases

& result in heat islands? (Give

details of background air quality

levels with predicted values based

on dispersion models taking into

account the increased traffic

generation as a result of the

proposed constructions)

: The construction of buildings has a very important

impact on the environment, and the process of

manufacturing and transporting of building materials,

and installing and constructing of buildings consumes

great energy and emits large quantity of greenhouse

gas (GHG).

However an assessment based on one of the

research paper estimates the GHG emission 82–87%

of the total GHG emissions are from the embodied

GHG emissions of building materials, 6–8% are from

the transportation of building materials, and 6–9% are

due to the energy consumption of construction

equipment. The results also indicate that embodied

GHG emissions of concrete and reinforced steel

account for 94–95%

(Source: Greenhouse gas emissions in building construction: A

case study of One Peking in Hong Kong, Hui Yana, Qiping Shenb,

Linda C.H. Fanb, Yaowu Wanga, Lei Zhanga, China)

However, the following measures will be adopted:

• Use of fuel efficient Construction equipment

• Reduce electricity use in the construction office

• Use of locally sourced or recycled materials for

construction materials

• Use of RMC and other low energy embodied

materials

AMBIENT AIR QUALITY MONITORING REPORT*

Parameter Observation Permissible



PM10 (µg/m3) 45.9 100

PM2.5 (µg/m3) 23.4 60

SO2(µg/m3) 5.9 80

NO2(µg/m3) 20.0 80

CO (mg/m3) <1.0 02

*Monitoring report enclosed as Annexure - VI

Impact on Air Quality

The impact on air quality is assessed based on

emissions of the proposed DG set and vehicular

emissions. NOx and CO will be the important

pollutants emitting from these sources.

FIG. 1 : Isopleths Showing Maximum Incremental Ground Level Concentrations of NOx



FIG.2 Isopleths Showing Maximum Incremental Ground Level Concentrations of CO

Mitigation measures:

• Encourage carpools, shuttle vans, transit passes.

• Provisions of separate entry/ exit to the project.

• About 10.28 % area will be under landscape which

will help to contain the emissions within the

permissible norms.

5.2 What are the impacts on

generation of dust, smoke,

odorous fumes or other

hazardous gases? Give details in

relation to all the meteorological

parameters.

: The impacts of dust and gaseous pollutants due to

different construction activities will be localized and

will not affect the surrounding environment. All

necessary measures will be taken. The same is

described as under:

SOURCES MANAGEMENT

Dust & emissions from • Regular sprinkling of water on the haul road.



vehicular exhaust. • Speed restriction of all vehicles.

• PUC certified vehicles will be deployed.

The dust emission

sources are:

• Excavation

• Haul road movements

• Construction


• Finishing

• Water spraying to prevent dust pollution from different sources of

construction.

• All transportation vehicles will be suitably covered with tarpaulin &

overloading of the vehicles will be avoided.

• Covering of the construction site on all four sides to a considerable

height to prevent dust emissions and other pollutants to the

surrounding environment.

• Ensuring vehicles stick to the access track to prevent mud and dirt

being deposited on roads.

5.3 Will the proposal create shortage

of parking space for vehicles?

Furnish details of the present

level of transport infrastructure

and measures proposed for

improvement including the traffic

management at the entry & exit to

the project site.

: No, there will no shortage of parking space.

Total ECU required : 355 ECU

Total ECU provided : 355 ECU

Provisions of fully internalized parking including the

parking facilities for the visitors.

• Guided traffic ways within the project site.

• Speed humps will be installed for speed

restrictions inside the project area.

5.4 Provide details of the movement

patterns with internal roads,

bicycle tracks, pedestrian

pathways, footpaths etc., with

areas under each category.

: The movement pattern inside the project area will be

guided traffic-ways. Pedestrian pathways will be

provided within the project site.

Mosaic plan showing internal road network along with

traffic movement is enclosed as Annexure VII.

5.5 Will there be significant increase

in traffic noise & vibrations? Give

details of the sources and the

measures proposed for mitigation

of the above.

There is no significant increase in noise and vibration.

The noise and vibration levels will be well within the

norms.

The following measures will be adopted to reduce the

noise:

1. Trees with heavy foliage will be planted at the

periphery so as to restrict the noise levels within

the permissible norms.

2. Both entry and exit will be manned with trained

and efficient security.



3. Road markings, Stop lines, parking lanes will be

painted to guide the internal road user.

5.6 What will be the impact of DG

sets & other equipment on noise

levels & vibration in & ambient air

quality around the project site?

Provide details.

: Construction Phase:

The noise level due to construction activity and in

operational phase will be localized to the source.

During the construction phase, noise will be generated

from the construction equipments and the operation of

DG set.

The predicted noise levels based on the above

analysis at the project boundary considering that there

is no attenuation on account of barriers, will be as

follows:

LOCATION MAX.

EXISTING

MAX.

PREDICTED

RESULTANT

MAX

Project Site 49.3 52 53.9

Unit: dB(A).

Emission level due to vehicles carrying construction

material along with its mitigation measure is given in

Form 1 under point 5.1

Post Construction phase:

The important source of pollution during post

construction phase will be emissions from 2 D.G. sets

of capacity 100 kVA each, used in case of power cuts

or failure (for common area power back up).

The details of the DG set, fuel consumption and stack

height, is given as under:

S.

No

Capacity of DG

set

Fuel Fuel

consumption

Stack

height

1. 100 kVA (2

nos.)

HSD 16.9 l/hr/DG 10 m

The DG sets will be housed in an inbuilt acoustic

enclosure for maximum noise attenuation.

The DG sets deployed will be EPA/ CPCB certified for

the permissible standards of noise & vibrations.

6. AESTHETICS

6.1 Will the proposed constructions in : No, the proposed project will not result in any



any way result in the obstruction of a

view, scenic amenity or landscapes?

Are these considerations taken into

account by the proponents?

obstruction of view or scenic amenity.

6.2 Will there be any adverse impacts

from new constructions on the

existing structures? What are the

considerations taken into account?

: There is no existing structure adjacent to the project

site.

6.3 Whether there are any local

considerations of urban form & urban

design influencing the design

criteria? They may be explicitly spelt

out.

: The building is designed on the urban architectural

form basis.

6.4 Are there any anthropological or

archaeological sites or artifacts

nearby? State if any other significant

features in the vicinity of the

proposed site have been considered.

: No, there is no anthropological or archaeological

site in the close vicinity as per the data available

from secondary sources.

7. SOCIO-ECONOMIC ASPECTS

7.1 Will the proposal result in any

changes to the demographic

structure of local population? Provide

details.

: The proposed project will provide housing facilities

of approx 7,816 persons.

7.2 Give details of the existing social

infrastructure around the proposed

project.

: The proposed location is in the sub-urban area of

Kanota, Tehsil Bassi & District Jaipur.

Educational Facilities: Approx. Distance &

Direction

Govt. Primary School, Kanota

1.2 km. (SSW)

Government Sr. Secondary

School, Kanota 1.23 km. (SW)

Menter International School, Kanota

1.56 km. (SSE)

M.L. Mittal Pvt. ITI College, Kanota

0.20 km. (W)

Anand International College of Engineering, Jaipur – Agra Road, Kanota

2.5 km. (SSE)

Medical Facilities: Approx. Distance & Direction

Government Ayurvadik 1.2 km. (SSW)



Hospital, Kanota

Private Hospital, Kanota Bazar, Kanota

1.25 km. (SW)

NIMT College of Nursing, Bagrana

3.37 km. (W)

Place of Worship Approx. Distance & Direction

Badri Ashram – 52 Feet Hanumanji Temple, Bagrana

3.60 km. (W)

Shree Shankar Sewa Dham, Bagrana

3.66 km. (W)

7.3 Will the project cause adverse

effects on local communities,

disturbance to sacred sites or other

cultural values? What are the

safeguards proposed?

: No

8. BUILDING MATERIALS

8.1 May involve the use of building

materials with high-embodied

energy. Are the construction

materials produced with energy

efficient processes? (Give details

of energy conservation measures

in the selection of building

materials and their energy

efficiency)

: The basic materials used will be PPC cement, steel,

pre-cast hollow bricks, stones, ready-mix concrete,

sand, hard-wood, glass, etc.

• Low energy embodied materials will be given

preference.

• Ready-Mix concrete will be used.

• Minimizing the transport of temporary structures,

scaffolding, framework, consumables and building

product to the construction site.

• Energy savings by the use of Low Embodied

energy materials over conventional material is

given as:

Material % Energy Saving Achieved

PPC 46.87%

Steel 40%

8.2 Transport and handling of

materials during construction may

result in pollution, noise & public

nuisance. What measures are

taken to minimize the impacts?

: During the construction phase, the following measures

will be taken to prevent pollution.

• Covering of the construction site from all four sides to

a substantial height to prevent dust emissions and

other pollutants into surrounding area.

• Covering loads to limit materials or litter blowing off

and reducing smells.

• Ready-mix concrete will be used for concreting.



• Light pollution will be restricted using cut-off shield

fixtures on site.

• Ensuring that all lights strike a surface directly and do

not point at the sky or surrounds. It will be kept

minimum, consistent with safety and security.

• Water spraying to prevent dust pollution from

different sources of construction.

• Speed restriction of all the vehicles approaching the

site and within the site.

• All transportation vehicles will be suitably covered

with tarpaulin & overloading of the vehicles will be

avoided and pollution checked vehicle will be must.

8.3 Are recycled materials used in

roads and structures? State the

extent of savings achieved?

: Yes, the waste generated as PPC cement, reinforced

steel, ceramic tiles will be used as a construction

material.

Fly ash will be used as building material as mentioned

under:

S. No. Building Material Fly Ash

content

1. Portland Pozzolana Cement 17-20 %

2. Ready Mix Concrete 30 %

Energy savings by the use of Low Embodied energy

materials over conventional material is given as:

Material % Energy Saving Achieved

PPC 46.87%

Steel 40%

8.4 Give details of the methods of

collection, segregation & disposal

of the garbage generated during

the operation phases of the

project.

: All the wastes from different sections will be collected

and treated as per the Municipal Handling rules.

Collection:

A system of segregation at source will be implemented.

Colour-coding bins will be provided for different types

of wastes.

The details of the various activities generating solid

waste, classification, collection facilities, treatment and

disposal is given as mentioned at point No.1.15 (Form



1).

9. ENERGY CONSERVATION

9.1 Give details of the power

requirements, source of supply,

backup source etc. What is the

energy consumption assumed per

square foot of built-up area? How

have you tried to minimize energy

consumption?

: Energy:

S. N Description

1. Source of

supply

33 KV supply will be from nearest

GSS.

2. Electrical

Load

Connected load 7376.71 KW

Max Demand 4248.74 KW

4. DG Sets No. of DG sets 2

DG Capacity 100 kVA each

Energy conservation techniques:

• Taking advantage of day lighting wherever

possible to reduce the need for electric lights.

• Total Flat light load will be reduced by 5.28% by

the use of energy efficient compact Fluorescent

Lamps.

• Total external lighting load (4.9 KW) will be

reduced by 20% by the use of Standalone Solar

fixtures.

• Total common area light load will be reduced by

16% by use of CFL Lamps.

• About 43.2 KL of hot-water requirement will be met

through solar hot-water generators (173 nos.) of

capacity 250 L each.

• Power factor will be maintained around unity. All

capacitors will be provided with Harmonic Filters to

avoid distortion in Voltage.

• Details of total energy savings is tabulated as

under:



S. No. Particulars Actual Load (KW) Load saving (KW) Energy Saving (KWh)

1 Lighting load – Flats 2760.09 690.02 6900.2

2 Total Power load 4601.61 460.16 4601.6

3 Outer lighting load 15 03 36

TOTAL

11537.8 (29.79%

reduction)

9.2 What type of, and capacity of,

power back-up to you plan to

provide?

: There will be power back up for common areas as well

as essential services through 2 DG sets of cumulative

capacity 200 kVA (100 kVA each).

9.3 What are the characteristics of the

glass you plan to use? Provide

specifications of its characteristics

related to both short wave and

long wave radiation?

: Plain glass will be used for fenestration purposes only.

Characteristics are as under*:

Parameters 5 mm clear 8 mm clear

Light transmission 90% 88%

Light reflectance 8% 8%

Solar factor 85% 81%

Shading coefficient 0.97 0.94

Solar energy:

Transmission 82% 77%

Reflectance 8% 7%

Absorption 10% 16%

U –value 5.8 W/m2K 5.7 W/m

2K

Source: www.sunguardglass.com

9.4 What passive solar architectural

features are being used in the

building? Illustrate the

applications made in the

proposed project.

: Passive solar cooling is incorporated in the building

design. Buildings are suitably oriented for ensuring

natural ventilation and day lighting. Building design

and envelope may be optimized through selection of

appropriate wall and roof construction and through

adoption of solar passive measures after studying the

sun path analysis to provide shading devices for

windows and roof which would reduce energy

demand.

9.5 Does the layout of streets &

buildings maximize the potential

for solar energy devices? Have

you considered the use of street

: Yes. Solar stand alone features and solar geysers will

be used. Details are as follows:



lighting, emergency lighting and

solar hot water systems for use in

the building complex?

Substantiate with details.

S.

No.

Equipment Location Number Capacity of each

equipment

Total capacity

1. Solar geysers Building terraces 173 250 L 43.2 KL (approx)

2. Solar standalone

street lighting system

Street &

landscape area

55 nos.

(approx.)

90 W each 4.9 KW

9.6 Is shading effectively used to

reduce cooling/heating loads?

What principles have been

used to maximize the shading

of Walls on the East and the

West and the Roof? How

much energy saving has

been effected?

: Walls.

East and West Elevations.

Walls that face the east and west will be well insulated as

possible, to prevent summer heat gain. Use of PPC

cement having fly-ash content and higher reflectance (as

compared to OPC cement) will be used.

Following additional measures are suggested to be used

for maximizing the shading of walls on the East and the

West:

• Shading by means of Verandah on East Facade.

• Very few Openings and high thermal mass to reject

and store the Solar heat on South facing Façade.

Roof:

Roofs will be covered with reflective china mosaic tiles

having lower U valves for lesser heat gains inside the

building.

9.7 Do the structures use energy-

efficient space conditioning,

lighting and mechanical

systems? Provide technical

details. Provide details of the

transformers and motor

efficiencies, lighting intensity

and air-conditioning load

assumptions? Are you using

CFC and HCFC free chillers?

Transformers:

• Automatic power factor compensating multiple

capacitor units will be provided for maintaining of

average power factor of 0.95 to have effective

savings in energy cost.

• All cables shall be derated to avoid heating during

use. This also indirectly reduces losses and improves

reliability.

• LV Power supply duly terminated at each floor

through XLPE cable with a suitable size MDB.



Provide specifications

• The recommended values of illumination (in Lux) as

per the National Building Code of India (2005) are as

under:

S. No. Space Illumination Level (Lux)

i. Entrance 150-200-300

ii. Lifts 50-100-150

iii. Corridor, passageways, stairs 50-100-150

iv. School 200-300-500

v. Retail shops 300-500-750

vi. Covered car par

• Floor

• Ramp and Corner

• Entrance and exits

5-20

30

50-100-150

vii. Outdoor car park 5 – 20

9.8 What are the likely effects of

the building activity in altering

the micro-climates? Provide a

self-assessment on the likely

impacts of the proposed

construction on creation of

heat island & inversion effects?

: Heat emission from the project can be from the following

sources:

• Heat absorbed and radiated from the paved and

concrete structures.

• Increased population for a particular stretch of land.

Any building activity would alter the microclimate of a site

and it is inevitable that wind patterns and thermal-gain

patterns on a site would be changed. But the proposed

building has been carefully designed to modify the

microclimate so as to improve overall thermal comfort

and reduce energy consumption.

An area of about 10.28 % will be under landscape which

will help in mitigating heat island effect. (non-roof).



9.9 What are the thermal

characteristics of the building

envelope? (a) Roof; (b)

external walls; and (c)

fenestration. Give details of the

material used and the U-values

or the R values of the

individual components.

The building materials will be selected with

characteristics that limit heat ingress into the inside of the

building will be minimized.

Climate zone: Composite

Building type: 24 hrs used building

U value (W/m2-°C) R value (m

2°C/W)

Roof 0.261 3.5

Wall 0.440 2.1

Source:ECBC CODE 2007

Vertical Fenestration:

Vertical Fenestration

Maximum U-factor Maximum SHGC Maximum VLT

3.30 W/m2-°C 0.25 0.27

Source:ECBC CODE 2007

9.10 What precautions & safety

measures are proposed

against fire hazards? Furnish

details of emergency plans.

Essential fire safety measures will be installed into the

building to ensure the safety of the occupants within the

building in the event of fire or other emergency.

The entire building will be designed as per NBC-2005 of

India pertaining to fire-hazards.

Hazard classification as per the NBC-2005, Part IV-Fire

& Life Safety:

• Group A, subdivision A-4 (Apartment Houses): Less

than 15 m. in height.

Minimum fire fighting requirement (as per NBC 2005 Part

IV Table 23) will be provided in the project. The same is

tabulated as under:



S. No. Item Tower A-C

1. Fire extinguisher Required

2. Hose reel Required

3. Dry riser Not Required

4. Wet riser Not Required

5. Down comer Not Required

6. Yard hydrant Not Required

7. Automatic sprinkler system Required

8. Manually operated fire alarm system Not Required

9. Automatic detection & alarm system Not Required

10. Underground water tank Not Required

11. Terrace water tank 5,000 litres

12. Pump capacity for pump near underground static

water storage tank (Fire Pump) with minimum

pressure of 3.5 kg/cm2 at terrace level

Not Required

Safety measures:-

• Proper fire-exits and exit-signage will be provided.

• Fire-extinguishers of appropriate type will be placed on

a readily accessible place and will be maintained

accordingly.

9.11 If you are using glass as wall

material provides details and

specifications including

emissive and thermal

characteristics.

: Glass will not be used as wall material.

9.12 What is the rate of air

infiltration into the building?

Provide details of how you are

mitigating the effects of

infiltration.

: Building will be naturally ventilated.

9.13 To what extent the non-

conventional energy

technologies are utilized in the

overall energy consumption?

Provide details of the

renewable energy

: The solar energy will be utilized efficiently for-

• Solar light for external & landscape lighting: Total

external lighting load (4.9 KW) can be reduced to 3

KW i.e reduced by 20 % by the use of Standalone

Solar fixtures.



technologies used. • About 43.2 KL of hot water requirement will be met

through solar hot water generators (173 nos.) of


10 ENVIRONMENT MANAGEMENT PLAN

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

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

minimize adverse environmental impacts as a result of the activities of the project. It would

also delineate the environmental monitoring plan for compliance of various environmental

regulations. It will state the steps to be taken in case of emergency such as accidents at the

site including fire.

***********

INTRODUCTION:

The proposed project is a township project promoted by M/s. Akshat Apartments Private Limited.

The project is coming up at Khasra nos. 49/1, 49/2, Village Kanota, Tehsil Bassi, District Jaipur,

Rajasthan. The total area acquired for the project is 1,39,040.45 sq. m. Total built up area for the

project is envisaged as 1,02,676 sq. m.

LOCATION OF PROJECT

The project site is located at village Kanota, Tehsil Bassi, Jaipur, Rajasthan. The geographical

coordinates of the project site are 26°52'56.11"N, 75°57'24.07"E. Google map of 500 m. radius

showing surrounding features is enclosed as Annexure- VII

CONNECTIVITY

The site has good connectivity with other transport facilities. NH-11 is adjacent to project site. SH-

24 is approx 9.75 km towards ESE and SH-55 is approx 11.06 km towards NNW direction from the

project site. The nearest railway station is Kanota RS railway station which is approx 4.17 km

towards S direction from the proposed project.

CONCEPTUAL PLAN AND ENVIRONMETAL MANAGEMENT PLAN

COST ESTIMATION

The estimated cost of the project is Rs

development cost.

AREA STATEMENT

The land use break up will be as under:

S. No. Particulars

1. Total plot area

2. Area under Residential (villas, plots)

3. Area under EWS/LIG plots

4. Area under group housing

5. Area under Retail & Commercial

7. Landscape area

8. Paved area

9. Future expansion

10. Facility area (including school)

PROJECT FACILITIES:

The proposed project will involve mixed land use development with plotted development, villas,

EWS plots, LIG plots, Group Housing,

facilities like club house, community hall etc. The same is tabulated as under:

Landscape

area 10.28%

Paved area

28.52%

Future

expansion

0.95%

The estimated cost of the project is Rs. 150 crores. This includes cost of the land as well as

The land use break up will be as under:

Particulars Area (sq. m.)

1,39,040.45 sq. m.

Area under Residential (villas, plots) 54430.92 sq. m.

Area under EWS/LIG plots 3380.21 sq. m.

Area under group housing 9859.95 sq. m.

Area under Retail & Commercial 2058.84 sq. m.

14298.56 sq. m.

39662.72 sq. m.

1304.37

Facility area (including school) 14044.88 sq. m.


EWS plots, LIG plots, Group Housing, School, Retail area and commercial area, along with other


Area under

Residential

39.15%

Area under

EWS/LIG

plots 2.43%

Area under

group

housing

7.09%

Area under

Retail &

Commercial

1.48%

Future

expansion

0.95%

Facility area

10.10%

This includes cost of the land as well as

Area (%)

1,39,040.45 sq. m.

39.15%

2.43%

7.09%

1.48%

10.28%

28.52%

0.95%

10.10%


School, Retail area and commercial area, along with other


Area under

EWS/LIG

plots 2.43%

S. No. Particulars No. of units/Area

1. Villas 173 nos. (3 BHK: 121; 4 BHK: 52)

2. Plotted 105 nos.

3. EWS plots 55 nos.

4. LIG Plots 36 nos.

5. Group Housing No. of plots: 5

Built up area: 25,697.01 sq. m.

6. Retail shops 30 nos.

7. Commercial Built up area: 1579.93 sq. m.

8. School Built up area: 25,557.62 sq. m.

BUILT UP AREA DETAILS:

S. No. Particulars Built up area (sq. m.)

1. Villas 35,122.94

2. Plotted development 25,801.06

3. Group housing 24,651.00

4. Retail 651.00

5. Commercial 1,580.00

6. School 11,618.00

7. Club 3,252.00

Total 1,02,676.00

PARKING REQUIREMENT:

Total parking required : 355 ECU

Total parking provided : 355 ECU

PARKING CALCULATION:

S. No. Particulars Total ECU required

1. Villas 271 ECU

4. Commercial 84 ECU

Total ECUs Required 355 ECU

The proposed project is a township project so the parking will be provided within individual plots.

POWER REQUIREMENT:

Connected load : 7376.71 KW

Maximum Demand : 4248.74 KW

The breakup of the same is as under:

Basis of Electrical Calculation:

S. No. Description Light Load (KW) Power Load (KW) Total Load (KW)

1. 1 BHK 2 5 7

2. 2 BHK 3 5 8

3. 3 BHK 4 6 10

4. 4 BHK 5.50 7 12.50

5. 4 BHK 5.50 7 12.50

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SELECTION OF TRANSFORMER:

Total load requirement : 4248.74 KW

Total Load Requirement in kVA : 4720.82 kVA

Hence 5000 kVA, 33/11 kV (1 no.), 800 kVA (1 no.), 500 kVA (1 no.), 315 kVA (4 nos.), 250

kVA (10 nos.) transformer will be provided.

BACK UP SOURCE:

There will be power back up to common areas and essential services through a DG set of cumulative

capacity 200 kVA (100 kVA each). The fuel requirement will be about 16.9 lt/hr of HSD (as and when

used).

Selection of DG set:

Total load requirement : 181.50 KW

Applying a power factor of 0.8 : 151.31 kVA

Considering 80% loading of rated DG set capacity,

minimum rating of DG set required

: 189.14 kVA

Say 200 kVA

Hence 2 no. of 100 kVA DG set will be provided

BASIS OF WATER DEMAND:

The daily water requirement for the proposed project will be 462 KLD (fresh water demand: 265 KLD

and the treated wastewater demand: 197 KLD). The water demand will be met from ground water.

Basis for water demand is given as:

S.

No.

Particulars Population

(nos.)

Fresh

Water

Basis

(lpcd)

Fresh Water

Demand (L)

Water

Basis

(lpcd)

Treated

Wastewater

Demand (L)

Total

water

demand

(KLD)

1. Residents 2786 65 181090 21 58506 240 KLD

2. Commercial 375 30 11250 15 5625 17 KLD

3. School & Club 5520 9 49680 6 33120 83 KLD

4. Staff 50 30 1500 15 750 2 KLD

5. Visitors 1180 9 10620 6 7080 18 KLD

6. Top up water for

swimming pool 10000

10 KLD

Total (a) 9911 264140 105081 370 KLD

7. Landscaping 72000 72 KLD

8. Washing 5000 5 KLD

9. Filter Backwash 15000 15 KLD

Total (b) 92000 92 KLD

Grand Total (a+b) 9911 264140 197081

462 KLD*

WATER BALANCE

Fresh

water

265 KLD

Recycled /

Reuse

treated

water

197 KLD

350 KLD

Waste

water

S

T

P

Capacity

400 KL

Sludge &

evaporation

losses

(18 KLD)

Daily water demand : 265 KLD + 197 KLD = 462 KLD

43

Residential(181 KLD)

154

School & Club

( 50 KLD)

105 KLD in Flushing

4.85 KLD in Washing

72 KLD in Landscaping

105

Excessive

treated water

drain

(135 KLD)

Commercial

( 12 KLD) 10

Top up water for swimming

pool ( 10 KLD)

10Staff & Visitors ( 12 KLD)

8

Filter backwash 15 KLD15

IDENTIFICATION, PREDICTION AND EVALUATION OF IMPACTS:

Environmental impact can be defined as any alteration of environmental conditions, adverse or

beneficial, caused or induced by the action or set of actions under consideration.

Various operations involved in the proposed project have been studied in details to identify, predict

and evaluate impacts on various environmental components. The identified impacts

were quantified using mathematical models to a possible extent so as to estimate the future

environmental scenario.

AIR ENVIRONMENT:

AMBIENT AIR MONITORING REPORT

Agency hired: Vison Labs

(Vendor code: EES/ ADM / LSUP/ 031/032)

Sampling date: 15.07.2014, Duration: 24 hrs.

Parameter Observation

Permissible

(maximum)

Analysis Method

PM10 (µg/m3) 45.9 100 Respirable dust sampler method (IS: 5182 P 23 – 2006)

PM2.5

(µg/m3)

23.4 60 RTI(Research Triangle Institute) (Gravimetric Ana

Revision-07 Aug 14-2003)

SO2(µg/m3) 5.9 80 Improved West & Geake Method

(IS: 5182 P-II 2001)

NOx(µg/m3) 20.0 80 Jacob & Hochheiser Modified Method IS: 5182 (P-VI

2001)

CO (mg/m3) <1.0 02 NDIR

Instrument Sensitivity:

Instrument Range and Sensitivity

Respirable Dust Sampler

(RDS)

(PM-10)

0.40 – 1.5 m3/min

±0.02 m3/min

(Other gases)

0 – 3 LPM

± 0.2 LPM

Fine Particulate Sampler (PM – 2.5) : ±0.03 DGM m3

FREQUENCY & STABILITY CLASSES:

S.NO. Directions / Wind Classes (m/s)

0.5 - 2.1 2.1 - 3.6 3.6 - 5.7 5.7 - 8.8 8.8 - 11.1 ≥11.1 Total

1 348.75 - 11.25 12 8 4 0 0 0 24 2 11.25 - 33.75 6 11 0 0 0 0 17 3 33.75 - 56.25 15 21 8 4 0 0 48

4 56.25 - 78.75 10 15 4 2 0 0 31

5 78.75 - 101.25 11 43 18 7 0 0 79

6 101.25 - 123.75 9 9 0 1 0 0 19 7 123.75 - 146.25 6 11 3 1 0 0 21

8 146.25 - 168.75 1 3 0 0 0 0 4

9 168.75 - 191.25 6 10 2 0 0 0 18 10 191.25 - 213.75 2 4 0 0 0 1 7 11 213.75 - 236.25 8 16 0 0 0 0 24

12 236.25 - 258.75 7 8 4 1 0 0 20

13 258.75 - 281.25 14

14 281.25 - 303.75 3015 303.75 - 326.25 2116 326.25 - 348.75 3

Sub-Total 161

Calms

Missing/Incomplete Total

CONSTRUCTION PHASE:

SOURCES:

1. Vehicular Exhaust :

The major source of pollution in construction phase will be vehicles carrying construction material.

Pollution load from the same is calculated as :

Pollution Load = No. of trucks

Due to movement of average 05 tru

Parameter EMISSION FACTOR

CO

NOx

SPM

SO2

HC

* Source : CPCB Publication, 1998

14 28 17 8

30 57 36 10 21 54 14 1 3 1 1 0

161 299 111 35


Pollution load from the same is calculated as :

Pollution Load = No. of trucks × Emission Factors × Deterioration Factor

Due to movement of average 05 trucks short term pollution load is given in table:EMISSION FACTOR

(g /km)*

DETERIORATION

FACTOR (g /km)*

Pollution Load

4.5 1.33

1.21 1

0.8 1.595

0.15 1

1.21 1

CPCB Publication, 1998

0 0 67

0 2 135 0 1 91 0 0 5

0 4 610

134

0 744


× Deterioration Factor

cks short term pollution load is given in table: Pollution Load

(g/km)

29.92

6.05

6.38

0.75

6.05

2. Emissions from Construction equipments:

The fugitive dust emission sources are:

• Excavation


• Construction


• Finishing

Emissions factors for construction equipment are given in table below:

Equipment

Backhoe/ Front end loader

Rubber tired crane

Hydraulic Crane

Concrete Vibrator

Paving Equipment

Roller/ Compactor


MITIGATION MEASURES:

SOURCES

Dust & emissions from

vehicular exhaust.

NOx

12%

SPM

13%

POLLUTION LOAD DUE TO CONSTRUCTION VEHICLES

2. Emissions from Construction equipments:

The fugitive dust emission sources are:

Emissions factors for construction equipment are given in table below:

Emissions Factors (g/hr)

CO VOC NOX SO

190.05 56.69 370.13 1.58

161.02 39.00 464.02 2.67

161.02 39.00 464.02 2.67

72.57 13.60 122.46 0

186.42 48.53 412.31 1.95

165.10 34.92 316.15 1.90


MANAGEMENT

Dust & emissions from • Regular sprinkling of water on the haul

• Speed restriction of all vehicles.

• PUC certified vehicles will be deployed.

CO

61%

NOx

12%

SPM

13%

SO2

2%HC

12%


SOX PM10

1.58 37.64

2.67 23.58

2.67 23.58

0 4.53

1.95 29.93

1.90 23.13

Regular sprinkling of water on the haul road.

PUC certified vehicles will be deployed.


The dust emission sources

are:

• Excavation


• Construction


• Finishing



• All transportation vehicles will be suitably covered with

tarpaulin & overloading of the vehicles will be avoided.

• Covering of the construction site on all four sides to a

considerable height to prevent dust emissions and other

pollutants to the surrounding environment.

• Ensuring vehicles stick to the access track to prevent

mud and dirt being deposited on roads.


SOURCES:

DG sets: Stack height calculation

There will be provision of power back up to common areas and essential services through a DG

set of cumulative capacity 200 kVA (100 kVA each).

Calculation of stack height:

The stack height of DG set is calculated as under:

H = 0.2 (√capacity of the DG set in kVA)

= 0.2 x (√100)

= 0.2 x 2.0 = 3.5 m

However, a safe stack height of 10 m from ground level will be provided as per norms of CPCB.

The details are as under:

S. No Capacity of DG set Fuel Fuel consumption Stack height

1. 200 kVA (100 kVA each) ) HSD 16.9 l/hr 10 m

Impact on Air Quality

The impact on air quality is assessed based on emissions of the proposed DG set and vehicular

emissions. NOx and CO will be the important pollutants emitting from these sources. Prediction of

impacts on air environment has been carried out employing mathematical model based on a steady

state Gaussian plume dispersion model designed for multiple point sources for short term. In the

present case, AERMOD Version 7.1.0 dispersion model for different stability state Gaussian plume

dispersion, designed for multiple point and line sources for short term and developed by United States

Environmental Protection Agency [USEPA] has been used for simulations from point and line

sources.

Model Input Data

For the modelling purpose, all pollutants as described above are considered. The details of stack

emissions and line emissions envisaged from the project are given in Table-1 (a) & (b).

TABLE-1 (a) STACK EMISSION DETAILS

TABLE-1 (b) LINE EMISSION DETAILS

Parameter Emission rate per ECU (g/sec/m)

NOx 1.17 x 10-6

CO 1.46 x10-5

Presentation of Results

In the present case, model simulations have been carried out for the study period. The Ground level

concentrations are computed for 24-hr average. Maximum Ground level concentrations of NOx and

CO for study period were 6.4 µg/m3 and 5.1 µg/m3 respectively. The obtained GLC’s are well

within the stipulated CPCB standards. The incremental ground level concentrations for NOx and CO

are given in Table-2 (a).

S.

No.

Parameters Units DG Set (100 kVA)

Stack- I

DG Set (100 kVA)

Stack -II

1 Stack Height m 10 10

2 Top diameter of flue m. 0.1 0.1

3 Flue gas velocity m/sec 14 14

4 Exit Flue gas temperature oK 400 400

5 Flue gas flow rate m3/sec 0.1 0.1

6 Emission rate at stack exit

A NOx g/KWh < 9.2 < 9.2

B CO g/KWh < 3.5 < 3.5

TABLE-2 (a)

Predicted 24-Hourly Short Term Maximum Incremental Concentrations

Pollutant Maximum Incremental

Concentration (µµµµg/m3)

(X,Y)

coordinates

(m)

Towards Direction

NOx 6.4 (- 100 , 0) W

CO 5.1 (- 100 , 0) W

Resultant Concentrations after Implementation of the Project

The maximum incremental GLCs due to the proposed project for NOx and CO are superimposed on

the maximum baseline concentrations recorded during the study period. The cumulative

concentrations (baseline+incremental) after implementation of the project are tabulated below in

Table-2 (b). The predicted ground level concentration isopleths for various parameters during

study period is given in Figure- 1 & 2 respectively.

TABLE-2 (b)

Details of maximum incremental concentration of pollutants on the surroundings

Parameters Baseline Incremental

GLC’s, µg/m3

Resultant

GLC’s, µg/m3

Standard,

µg/m3

NOx 20 6.4 26.4 80

CO <1000 5.1 <1005.1 2000

It is seen from the above table, the resultant GLC’s obtained at Project Site are well within the

CPCB standards (dated 18th November, 2009).

FIG.1 Isopleths Showing Maximum Incremental Ground Level Concentrations of NOx

FIG.2 Isopleths Showing Maximum Incremental

Isopleths Showing Maximum Incremental Ground Level Concentrations of NOx

Isopleths Showing Maximum Incremental Ground Level Concentrations of C

Isopleths Showing Maximum Incremental Ground Level Concentrations of NOx

Ground Level Concentrations of CO

MANAGEMENT PLAN

SOURCES MANAGEMENT

• Exhaust from D.G. set

– 200 kVA (2 no.-100

kVA each).

• EPA/CPCB certified DG set will be deployed.

• D.G. set will be provided with effective stack height as per

the norms of CPCB above the roof of the D.G. house.

• Low sulphur content fuel (HSD - Sulphur content 0.05%)

will be used.

• Emission due to

vehicular exhausts

especially congestions

during peak traffic

hours.

• Sufficient width of driveways (up to 6 m.) to ensure smooth

traffic movements.

• Provisions of fully internalized parking including the parking

facilities for the visitors.

• Guided traffic ways within the project site.

• Speed humps will be installed for speed restrictions inside

the project area.

• The area will cover 14298.56 sq. m. (10.28%) area under

landscape, which will help to contain the emission within

permissible norms.

WATER ENVIRONMENT:

BASE LINE WATER QUALITY:

The source of water supply will be PHED. The ground water quality was analyzed by Vison Labs

as per the IS 10500 standards. The results are presented in form 1A, under point no. 2.3. Analysis

report is enclosed as Annexure VI.

CONSTRUCTION PHASE:

SOURCES MANAGEMENT

• Generation of sewerage • Temporary septic tank followed by soak-pit will be provided.

• Significant water

demand for

construction.

• Curing water will be sprayed and after liberal curing all concrete

structures will be covered with gunny bags this will conserve

water.

• There will be provision of using polymer dispersion and air

entraining agents to reduce the water demand for construction.

• Un-captured run-off • The rain water entering into the pit will be screened for the

from the site may

contaminate ground

water aquifers.

removal of heavy silt and other materials.

• Provisions will be made to ensure the construction vehicles stick

to the access track to prevent mud & dirt being deposited on

roads.

• Fence will be constructed around the site to trap sediments

whilst allowing the water to flow through.

• Unsanitary conditions

during rainy season.

• The civil contractor will be held responsible for site sanitation

and will be bound by the management to adhere to healthy

level of sanitation.

• There will be no stagnant water at site, as the runoff from the

relevant areas will be systematically drained into the storm

water line. There will be provision of cleaning the storm water

line periodically.

POST CONSTRUCTION PHASE

SEWAGE TREATMENT PLAN

STP based on FAB technology with capacity of 400 KLD will be installed for waste water

treatment. Physico chemical characteristics of influent and effluent are given as:

Composition of wastewater & treated water

Parameters Influent (mg/l) Effluent (mg/l)

pH 7.5 - 8.5 7 - 8

Suspended solids 275 - 325 <10 mg/l

BOD 250 - 300 <10 mg/l

COD 375 - 450 <50 mg/l

Oil & Grease 35 - 50 <5 mg/l

Coliforms (MPN / 100

ml)

105 - 10

7 50 - 500 / less

SCHEMATIC LAYOUT OF STP:

Investigated environmental impacts along with mitigation measures:

S.

N

o.

Particulars Investigated environmental

impacts

Measures for minimizing and / or offsetting

adverse impacts identified and their

Mitigation measures

1. Details of Investigated Environmental impacts due to

i. Project

construction

• Groundwater contamination

due to domestic waste water

release from labors camp.

• Open defecation / other allied

activity.

• Dust emissions due to

vehicular movement.

• Impact of water movement on

and off site and its associated

erosions, sedimentation and

potential pollution effects.

• Septic tanks followed by soak pits to prevent

groundwater contamination.

• Provide adequate number sanitation facility and

awareness to workers on the subject.

• Controlled water sprinkling @ of 1.0 – 1.5 L / sq.m. . at

the interval of 1 hr is recommended (water requirement

subjected climatic / site conditions).

• Soil and water management structures will be in place

prior to the commencement of construction works, and

any advance activities likely to generate erosion and

sedimentation impacts.

• Silt fencing with sausage, Temporary silt fencing will be

installed at selected locations across the site.

• Stockpiles will not be located in proximity to existing or

proposed drainage lines and storm water inlets.

ii. Regular

operations

• Waste water leakage

• Odor generation

• Seepage to groundwater

• Generation of large volume of

wastewater than anticipated

• Rainwater contamination

• Disease vector generation

• Sludge Management

• Excessive fresh water

usage

• Others water usage measures

2. • Unhygienic

condition, safe

drinking water

during

construction &

operation

phase

• One toilet facility

hand washing

• Potable water will be provided

readily accessible to all.

• The employer will notify each employee of the location of the sanitation facilities and

water and will allow each employee reasonable opportun

use them. And also will inform the importance good hygiene practices, communicable

diseases, and retention of urine / wastewater.

Consumption Bathing

Liter 7

%

0

10

20

30

40

50

60

70

lite

r

Waste water leakage

Seepage to groundwater

Generation of large volume of

wastewater than anticipated

• Check valve, flange, at regular defined interval, and

regular maintenance of WWTP log book WWTP

• Locally available active fragrance plants around WWTP

• Regular physico-chemical monitoring of groundw

• At least 10 % higher capacity of WWTP is

recommended

• Wastewater will be flow in closed system; hence possibility of rainwater

contamination will be minimum.

• Regular cleaning of drains / associated structure

• Take necessary suitable action, like sprinkling of

WWTP site, regular monitoring for generation of vector in WWTP water.

• Sludge pretreatment and utilization as manure

• Excessive sludge may be sent to public space plantation

• Use of water efficient fixtures can be consider, in place of conventional

system, which will help in achieve approximately 36 %

water demand. Details of the same are as represented in given below

graph:

• Electromagnetic Current Water meter will be installed at various locations

to monitor the water usage;

• Raw water collection points

• WWTP Inflow

• WWTP out Flow

• And others

One toilet facility (@ per 25 workers), One Urinal facility (@ per 50 workers)

hand washing (@ per 50 workers) facility will be provided

Potable water will be provided (@ 5 L / person) and placed in / at various locations

readily accessible to all.

The employer will notify each employee of the location of the sanitation facilities and

water and will allow each employee reasonable opportun


diseases, and retention of urine / wastewater.

BathingFlushing (Dual

3 L & 6 L)Washing @ 7.5

LPMOther use

20 21 15 23

53 62

Check valve, flange, at regular defined interval, and

regular maintenance of WWTP log book WWTP

Locally available active fragrance plants around WWTP

chemical monitoring of groundwater.

At least 10 % higher capacity of WWTP is

Wastewater will be flow in closed system; hence possibility of rainwater

Regular cleaning of drains / associated structure

Take necessary suitable action, like sprinkling of Bleach Powder near

site, regular monitoring for generation of vector in WWTP water.

Sludge pretreatment and utilization as manure

Excessive sludge may be sent to public space plantation

Use of water efficient fixtures can be consider, in place of conventional

system, which will help in achieve approximately 36 % reduction in fresh

Details of the same are as represented in given below

Current Water meter will be installed at various locations

(@ per 25 workers), One Urinal facility (@ per 50 workers) and one

facility will be provided.

and placed in / at various locations

The employer will notify each employee of the location of the sanitation facilities and

water and will allow each employee reasonable opportunities during the workday to


Other useTotal reduction

(%)

23

36

Table: Environmental Monitoring Plan (Responsibility: competent EHS / authorized person)

S.No. WATER ENVIRONMENTAL MONITORING PROGRAM

Cost estimate*

(Rs. approx.)

i. Groundwater / Surface water / Rain water / others

S.No. Sample Collection Points S1 S 2 S 3 Freq. Rs.*

1. Ground water monitoring plan

1. Upstream (Ref. point WWTP) 6 M 2,500

2. Downstream (Ref. point WWTP) 6 M 2,500

3. Near WWTP 6 M 2,500

4. Total 7,500

2. Rain water

12. Rain water (run-off) RWH /

Collection point

Se 2,500

Se 2,500

13. Total 5,000

ii. Wastewater Treatment Plant (WWTP)

S.No. Sample Collection Points S1 S 2 S 3 S4 S 5 Freq. Rs.*

3. WWTP (STP - performance evaluation program)

1. Equalization tank cum collection tank 3 M 2,500

2. Biological reactor 1 3 M 2,500

3. Biological reactor 2 3 M 2,500

3. Assessment of significance of impacts (Criteria for determining significance, Assigning significance)

Impact source Source Project activity GW FL WR CW

Diffuse Source

Drainage Sewer networks 3 N/A 5 N/A

Roads 2 N/A 2 N/A

Plantation

areas

Landscape / greenbelt 2 N/A 1 N/A

Fertilizer application 2-4 N/A 1-4 N/A

Pesticide / herbicide application 2-4 N/A 2-3 N/A

Drainage 2 N/A 4 N/A

Planting/ground preparation 2 N/A 2-5 N/A

Felling - N/A - N/A

Other diffuse sewage sludge reuse / recycling to land 2-4 N/A 5 N/A

atmospheric deposition N/A N/A - N/A

Point

Source

Wastewater Wastewater primarily domestic 1 N/A 5 N/A

Storm water and emergency overflow 1 N/A 5 N/A

Wastewater primarily septic tanks 3-4 N/A 4 N/A

Impacts scoring: 1 = minimum relevance, 5 = maximum relevance, N/A = Not Applicable, ;GW: Ground water, WR: Water reservoir (rain water collection pits), FL:

Flowing Water, CW: Coastal Water; Note: Degree of relevance based on known history of occurrences

4. After physico-chemical treatment 3 M 2,500

5. Treated water tank 3 M 2,500

6. Total 12,500

4. Regular WWTP (STP regular monitoring program)

6. Equalization tank cum collection tank 6 M 2,500

7. Treated water tank 6 M 2,500

8. Total 5,000

5. WWTP (STP -Sludge monitoring plan)

9. Sludge physico- chemical analysis 6 M 3,000

10. Sludge leachate physico-chemical analysis 6 M 3,000

11. Total 6,000

*EC/CTO/CTE compliance reports will be regularly submitting to State Pollution Control Board / concerned agencies, Water Cess yearly,

M: Monthly; S: Sample; Se: Seasonal ; Freq.: Frequency : Note: monitoring for all key parameters as described by CPCB

RAINWATER HARVESTING SCHEME:

CALCULATION OF PEAK DISCHARGE:

Type Area

(sq.m)

[A]

Runoff

Coefficient

[C]

Peak Rainfall

Intensity/

[I1] (m/Hr)

Average

Rainfall

[I2]

(m/annum)

Peak

Discharge

Q1=CI1A

Annual

Discharge

Q2=CI2A

Roof Top 29321.18

0.9 0.06 0.597 1583.34 15754.27

Landscape 14298.56

0.3 0.06 0.597 257.37 2560.87

Paved 94116.34

0.75 0.06 0.597 4235.23 42140.59

Open 1304.37

0.2 0.06 0.597 15.65 155.74

1,39,040.45

6091.59 60611.47

VOLUME OF RAIN WATER DRAINAGE

Total Rain Water Flow : 6091.59 m3/hr

Considering 15 minutes of peak rainfall,

Runoff volume : 1522.89 say 1523 m3/hr

Volume of each pit : 27 m3 (3 m x 3 m x 3 m)

Total no. of rain water harvesting pits required : Total run-off volume/volume of each pit

= 1523/27

= 56.40 nos. say 56 nos

Hence, 56 Nos. rain Water Harvesting pit of size 3 m length x 3 m width x 3 m depth with PVC

slotted pipe upto minimum depth of 30 m as following figure.

Total Annual Recharge to Ground Water Regime of the area through rainwater harvesting

structure would be 60,612 m3/ annum.

MITIGATION MEASURES

S. No. Anticipated impacts Mitigation measures / Management

1. • Daily water demand 265 KLD

(96,725 cu. m./ annum).

• Daily fresh water demand reduced to 265 KLD

(96,725 cu. m./annum) (42.64%) after

implementation of Environment Management Plan

which will be met from PHED supply.

• The maximum annual recharge will be to the tune of

60,612 cu. m. by harvesting the storm water.

• Dual plumbing system will be used for separation of

grey and black water.

• Efforts will be done for water conservation by the use

of efficient and low flow fixtures. The same is

summarized as under:

S.

No.

Name of the

Fixtures

Flow Rate

1. Low flow fixtures 10 LPM

2. Water closets 6 L/flush (solid)

3 L/flush (liquid)

3. Urinals 2 L/flush

4. Showerheads 7.5 LPM

5. Low flow taps 2 LPM (at 3 bar pressure)

2. • Daily waste water generation:

350 KLD

• Surface / ground water

contamination due to untreated

wastewater

• Domestic waste water will be treated in sewage

treatment plant based on FAB technology with capacity

of 400 KLD.

• Treated water from STP will be used for flushing (105

KLD), plantation & general washing (77 KLD), Filter

backwash (15 KLD) while about 135 KLD of excessive

treated water

3. • Water usage • 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

• Collected data will help in monitoring the effectiveness

of EAP. Regular Water Cess will be submitted to SPCB

office.

4. • Un-captured storm water run-

off.

• Flooding or logging of storm

water drains

• The run-off from the building terraces, paved areas and

landscape areas will be channelized to the rain water

harvesting structures designed on the peak intensity of

rainfall (60 mm/hr) to accommodate peak surface

runoff, which will avoid the problems of flooding.

• The storm-water drains will be cleaned in the pre-

monsoon phase so that the water logging can be

avoided.

LAND ENVIRONMENT:

SOIL ANALYSIS REPORT

Date of sampling: 15.07.2014

Location: Project Site

S. No PARAMETERES UNITS SOIL RESULTS

1 Texture - Sandy Clay

2.

Particle size Distributions

Sand % 38

Silt % 16

Clay % 46

3. Appearance -- Light Brown Color

4. Sodium as Na mg/100grm 1.86

5. pH (10% Slurry) @25 oC - 7.39

6. Conductivity @25 oC µmhos/cm 188

7. Bulk density gram/cc 1.28

8. Porosity % v/v 28

9. Total Organic Matter(T.O.C) % 1.06

10. Nitrogen as N mg/100grm 189

11. Potassium as K mg/100grm 67

12. Phosphorus as P mg/100grm 58

13. Zinc as Zn mg/kg 3.13

14. Cadmium as Cd mg/kg 0.02

15. Chlorides as Cl mg/100grm 0.69

16. Alkali Metals mg/kg 0.42

17. Permeability Cm/h 6.6

18. Water holding capacity % 32.8

19. Copper as Cu mg/kg 0.04

20. Iron as Fe mg/kg 0.05

21. Lithium mg/kg <0.01

22. Moisture Content % <1.00

23. Boron as B mg/kg 0.06

Soil analysis report is enclosed as Annexure VI.

SOLID WASTE GENERATION:

Solid waste will be generated both during the construction as well as during the operational phase of

the project. The waste management during construction phase is

CONSTRUCTION PHASE:

S. No. Source Nature of waste

1. Construction

activities

Solid waste:

Construction waste

Figure: Composition of construction waste

Concrete

9%

Metal Scrap

2%

Cardboard

15%

COMPOSITION OF CONSTRUCTION

SOLID WASTE GENERATION:


The waste management during construction phase is summarised as under:

Nature of waste Treatment/ Disposal

Solid waste:

Construction waste

The typical waste will compute to around

consists as stated under:

S.

No.

Particulars Approx.

Qty, (MT)

1. Wood 1084

2. Dry wall 452

3. Concrete 203

4. Metal Scrap 45

5. Cardboard 339

6. Plastic 45

7. Electronic scrap 45

8. Misc. (paint,

insulation,

ceramic etc.) 45

*Source: Innovative Waste Management, “Construction Materials

Recycling Guidebook.

Figure: Composition of construction waste

WOOD

48%

Dry Wall

20%

Cardboard

15%

Plastic

2% Electronic Scrap

2%

Misc.

(Paint, Insulation

, Ceramic etc)

2%


WASTE


summarised as under:

The typical waste will compute to around 2258 MT and this will

Approx.

Qty, (MT)

Disposal

1084 Sold to vendors

452 Disposal site.

203 Disposal site.

45 Actual user

339 Sold to vendors

45 Sold to vendors

45 Actual user

45

Actual user

*Source: Innovative Waste Management, “Construction Materials


3. Construction

workers

Solid waste:

Biodegradable

waste (27

Effluent:

Figure: Solid waste management scheme

POST CONSTRUCTION PHASE

The solid waste generated from the project

waste and estimated quantity of the same will be approx

will be first segregated as plastic, glass, paper, and other waste separately and disposed off as per

MSW Rules.

S.

No.

Bins Particulars

1. Green

(households)

Compostable waste

Kitchen waste

Garden waste

2. Dark grey

bins

(households)

Non – biodegradable +

recyclable waste:

Plastics

Metal cans

Solid waste:

Biodegradable

27 kg / day)

Will be sent to Jaipur Municipal Corporation

Effluent: (5 KLD) Will be treated in temporary septic tank followed by soak pit.

Figure: Solid waste management scheme (Construction phase)


The solid waste generated from the project considering full occupancy will be mainly domestic

waste and estimated quantity of the same will be approx 1359 kg/day. The solid waste generated

ated as plastic, glass, paper, and other waste separately and disposed off as per

Particulars Quantity Treatment

Compostable waste

Kitchen waste

Garden waste

1100

kg/day




biodegradable +

recyclable waste:

Metal cans

177 kg/day

• 146 kg/day

• 7 kg/day




Will be sent to Jaipur Municipal Corporation disposal sites.

Will be treated in temporary septic tank followed by soak pit.

(Construction phase)

full occupancy will be mainly domestic

kg/day. The solid waste generated

ated as plastic, glass, paper, and other waste separately and disposed off as per

Disposal

situ treatment.



Will be sent to

Jaipur Municipal

Corporation

disposal sites.

situ treatment.



Will be sent to

Jaipur Municipal

Corporation

disposal sites.

Glassware

Misc.

3. Blue

(households)

Paper waste

Paper

Newspaper

Cardboards

Packing material

Source: Seemann,06

Figure: Solid waste management scheme (

NOISE ENVIRONMENT:

Date of Monitoring:

S.No

1.

2.

3.

4.

5.

6.

7.

8.

9.

Glassware • 17 kg/day

• 7 kg/day

Paper waste

Newspaper

Cardboards

Packing material

82 kg/day


the best possible

extent.


daily basis.

Figure: Solid waste management scheme (Post-Construction phase)

ENVIRONMENT:

NOISE MONITORING REPORT

Date of Monitoring: 15.07.2014-16.07.2014; Sampling Location: Project Site

Monitoring Time Project Site

(Units in dB(A))

06.00 42.6

07.00 44.8

08.00 47.6

09.00 48.7

10.00 49.3

11.00 47.6

12.00 44.2

13.00 46.5

14.00 47.9


possible


Sent to the vendors

for recycling.

Construction phase)

Sampling Location: Project Site

Project Site

(Units in dB(A))

10. 15.00 49.0

11. 16.00 47.3

12. 17.00 45.6

13. 18.00 44.2

14. 19.00 43.5

15. 20.00 40.5

16. 21.00 36.9

17. 22.00 35.3

18. 23.00 35.6

19. 24.00 35.1

20. 01.00 36.2

21. 02.00 37.3

22. 03.00 38.9

23. 04.00 39.9

24. 05.00 41.8

Leq day dB(A) 46.5

Leq Night dB(A) 38.0

CONSTRUCTION PHASE:

During construction phase following will be the tentative sources of noise:

Name of Source Noise level at 16 m from source

{dB (A)}

Noise level at 1 m from source

{dB (A)}

Back hoe/Loader 81 105

Dump truck 83 107

Generator Not considered 75 (as prescribed by CPCB)

To understand the combined effect of these noise levels on the nearby community, Custic 3.2

(Lakes Environmental – USEPA approved) scientific model has been used to estimate the noise

levels at different distances from the proposed project. All the major noise generating machineries

like D.G. Sets, Pumps, Trucks, vibrators, drilling machine, etc., are considered in this model. The

noise level at project boundary due to different sources is calculated based on the following

formula:

Lp2 = Lp1 – 20 log (r2 / r1) – Ae1, 2

where, Lp1 and Lp2 are sound levels at points located at distance r1 / r2 from the source and Ae1,2 is

the excess attenuation due to environmental conditions. The resultant noise level is obtained by

adding existing maximum levels to that of predicted level.

The predicted noise levels based on the above analysis at the project boundary considering that

there is no attenuation on account of barriers, will be as follows:

LOCATION MAX.EXISTING MAX. PREDICTED RESULTANT MAX

Project Site 49.3 52 53.9

All values are in dB(A)

From the above, it is clearly seen that there will be no significant impact on the surrounding

community due to noise from the proposed activity.

Further due to natural attenuation effects, by proper green belt development, design / maintenance

of machines, provision of PPE’s for the workers, etc., the impact on noise levels will be minimal.

MANAGEMENT PLAN

SOURCES MANAGEMENT

Major sources of noise

pollution:

• Vehicular traffic

• Heavy moving

machinery

• Operation of D.G.

sets, etc.

• The construction area will be shielded with help of tarpaulin sheets.

• Complete construction work especially heavy earth work will be done during

day time.

• Traffic planning and management will be made adequate to ensure

uninterrupted traffic movement in the area so as to minimize the noise due to

congestion.

• The vehicles will be regularly maintained and optimum use of the same will be

made.

• Moving parts of the machines will be maintained properly so as to avoid metal-

to-metal impact noise.

• The D.G. sets used will be eco friendly with minimum noise.

• Ear plugs will be provided to the workers.


SOURCES MANAGEMENT

• Vehicular noise

• Operation of

D.G. sets.

• EPA/CPCB certified DG sets conforming to the 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 (up to 6 m.) 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.

• Entry & exits will be manned with trained & 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 14298.56 sq. m. (10.28%) area under landscape, which will help

to absorb noise.

ENERGY CONSERVATION TECHNIQUES:

• Total external lighting load (4.9 KW) can be reduced to 3 KW i.e reduced by 20 % by the use of

Standalone Solar fixtures.

• Total Flat light load can be reduced by 25 % by the use of energy efficient compact Fluorescent

Lamps.

• Solar Panels will be installed on the terrace floor and will be used for meeting hot water requirement.

• About 43.2 KL of hot water requirement will be met through solar hot water generators (173 nos.) of


• Lift load can be reduced by 23% by use of VF drives.

• The DG sets will be used only in case of power cuts or failure for back up. Low sulphur content fuel

(Sulphur content 0.05%) will be used.

• Energy efficient compact Fluorescent Lamps to 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.

• Insulation of exposed walls and roof will be done to minimize heat gains inside the building. This will

help to reduce the air conditioning demand of the buildings.

• 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.

• Total Energy Saving:

S. No. Particulars Actual Load (KW) Load saving (KW) Energy Saving (KWh)

1 Lighting load – Flats 2760.09 690.02 6900.2

2 Total Power load 4601.61 460.16 4601.6

3 Outer lighting load 15 03 36

TOTAL

11537.8 (29.79%

reduction)

BIODIVERSITY

Biotic component comprises of both plant animal communities which interact not only within and

between them self but also with abiotic i.e. physical and chemical components of the environment.

Generally a biological community is being dependent on the environmental conditions and

resources of its location may change if there are many major changes in the environment. The

number of variables like temperature, humidity, atmospheric conditions, soil, topography, etc. is

responsible for maintaining the homeostasis of the environment and a change in any one or more

of these variables may tend to destabilize the ecosystem. In such cases the change may be

mostly irreversible. Therefore, the need to assess the changes of the animal and plant resources

is primary requisite as these living things determine the environmental healthiness of any given

ecosystem or environment.

Biological impact assessment generally includes listing of plants and animals present at the project

site. The identified species are then checked for their status according to IUCN list of threat

categories viz., endemic, endangered, vulnerable, rare, indeterminate and insufficiently known.

As part of this assignment, a flora and fauna study has been conducted for the proposed project of

Akshat Kanota Estates at Kanota village, tehsil Bassi, Jaipur, Rajasthan. Field study was

undertaken in the month of November 2014. The proposed site and habitats adjacent to the site

were surveyed for flora and fauna species.

1. Objective of Study

The present work was undertaken with the following objectives:

• To collect the baseline terrestrial biodiversity status regarding flora and fauna in the

project area.

• To evaluate the dominant species of plant and animal. Secondary data also be collected

from the local residents.

• To identify the endangered / threatened / scheduled species in the study area (both flora

and fauna). The conservation plan will be given if any wildlife species of schedule I is

present there.

• To mark the ecologically sensitive areas such as national parks/ sanctuaries.

• To provide the conservation plan and given the suggestion and recommendation for

plantation and green belt.

• To assess the effect of construction and operation of the project on existing ecology.

• On the basis of onsite observations a checklist of flora and fauna was prepared.

2. FLORAL STUDY

Trees

S. No Species name Binomial name

1 Neem Azadirachta indica

2 Shisham, Dalbergia sissoo

3 Siris Albizia lebbeck

4 Khejri Prosopis cineraria

5 Bael Aegle marmelos

6 Arru Ailanthus excelsa

7 Lasoda Cordia dichotoma

8 Jamun Syzygium cumini

9 Lemon C. limon

Shrubs S.No Species name Binomial name

1 Gokharu Tribulus terrestris

2 Satyanasi Argemone mexicana

3 Ber Ziziphus mauritiana

4 Peeli Doodhak Launaea nudicaulis

5 Tulsi Ocimum tenuiflorum

6 Munja Saccharum munja

Herbs and Grasses:

S.No Species name Binomial name

1 Bermuda Grass Cynodon dactylon

2 Aak Calotropis procera

3 Jungli chulai Amaranthus spinosus

4 Crowfoot Grass Dactyloctenium aegyptium

5 Crabgrass Digitaria sanguinalis

4. FAUNA:

Faunal studies were also conducted during November 2014. During the survey of the study site,

no threatened/ endemic species in and around the study area were observed.

Major Features in the Study Area:

Feature Name / Status

National Park / Sanctuary Nil

Biosphere Reserve /Tiger Reserve/ Elephant Reserve

/any other Reserve

Nil

Habitat for migratory birds Nil

Corridor for animals of Schedule I & II of the Wildlife

(Protection) Act, 1972

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Enkay Enviro Services Private Limited, Jaipur EIA coordinator Authorized Signatory

Project: Akshat Kanota Estates Conceptual Plan and Environmental Management Plan


5. Plantation for Green belt development:

The greenbelt development plan aims at overall improvement in the environmental conditions of

the region. Green belt planning will be done with ecological perspectives for project. Nature of

pollutants, availability of space and dominant wind directions should be considered. This will

help in reducing the concentration of pollutants and will also be effective in attenuating noise

levels.

Moreover, keeping in view the characteristics of soil, water quality and topography of the area

the following additional aspects should also be considered. Plant species should have such

characteristics:

� Fast growing and perennial species;

� Locally available species which are tolerable to soil and climate of area;

� Low water requirement and heat tolerant;

� Pest resistant species;

� Tolerance to inorganic chemicals;

6. Suggested plants

Table 1. Following listed species are suggested to develop greenbelt around the project

site:

S.No Type of Plants (Common name) Botanical name No of Plants

1. Ashok Polyalthia longifolia 85

2. Neem Azadirachta indica 185

3 Gulmohar Delonix regia 122

4 Amaltas Cassia fistula 161

5 Shisham Dalbergia sissoo 138

6 Satani Alstonia scholaris 95

7 Kadam Anthosephalus cadamba 70

8 Karanj Pongamia pinnata 102

9 Palas Butea monosperma 85

10 Sago Palm Cycas revoluta 45

11 Jacaranda Jacaranda cuspidifolia 73

12 Royal Palm Roystonea regia 123




13 Lasoda Cordia dichotoma 45

14 Jamun Syzygium cumini 38

15 Bael Aegle marmelos 36

16 Arru Ailanthus excelsa 65

17 Lemon C. limon 45

18 Siris Albizia lebbeck 73

Total 1586

Shrub

S.No. Common Name Botanical Name

1 Bougainvillea Bougainvillea glabra

2 Chandni Tabernaemontana divaricata

3 Snake plant Sansevieria trifasciata

4 Croton Codiaeum variegatum

5 Thunja Thuja occidentalis

6 Fire bush Hamelia patens

Herbs

S.No. Common Name Botanical Name

1 Rose Rosa macdub

2 Flox Phlox subulata

3 Crown Daisy Garland chrysanthemum

4 Genda Tagetes patula

5 Moss rose Portulaca grandiflora

7. Post Plantation Care

� Water in trees at least once a week, barring rain, and more frequently during hot

weather.

� Keep the soil moist but not soaked;

� Overwatering causes leaves to turn yellow or fall off.

� Other follow-up care may include minor pruning of branches damaged during the

planting process.

� Prune sparingly immediately after planting and wait to begin necessary corrective

pruning until after a full season of growth in the new location.

� Tree guard should be around the saplings until the plant reaching at mature stage.




� Fertilizers and pesticides/insecticides should be given proper time.

8. IMPACT OF PROJECT ACTIVITIES ON BIODIVERSITY

DIRECT, INDIRECT AND CUMULATIVE IMPACT ON FLORA

� Direct Impact

� Clearing of project site for construction activities – The project site is a plain land

with sparse vegetation of shrub and herbs which are commonly distributed

throughout and none of rare, endangered or threatened or endemic species was

observed during survey / reported. These will be cleared during site preparation.

Therefore, the impact will be negligible and not very significant.

� Indirect Impact

� Construction activity is likely to affect the movement of the animal

� Increase in noise may affect the feeding, breeding and movement of animals.

Felling of trees may affect the avifauna.

� Likely settling of dust to be generated by movement of vehicles and other

construction activities on leaves may results in to stunted growth of vegetation and

may also affect the capacity of production.

� Large numbers of labour population will influx the area during construction phase.

� Dumping of huge quantity of excavated earth material may lead to loss of flora in

the project area

� The soil erosion due to natural and anthropogenic activities may cause major threat

to survival of vegetation.

� Cumulative Impact

� Indirect and cumulative impacts are associated with various construction activities

such as clearing of vegetation movement of vehicles, construction equipments &

machineries etc, interferences due to influx of labours etc.

� The losses of land for various project units will also not adversity affect the fauna as

similar habitat is present throughout the project immediate influenced area.

Therefore, impact due to loss of habitat for birds, reptiles and mammals of the

project area is not expected.




� Impacts on surrounding fauna due to movement of vehicles, machinery, equipments

and work force may slightly interfere in animal movements.

� Intermittent settlements any adverse impacts on wildlife are ruled out.

MITIGATION MEASURES:

1. EFFECTIVE REMOVAL OF POLLUTANTS

(1) Plants grow under conditions of adequate nutritional supply (for healthy and better

growth),

(2) Absence of water stress (to maintain openness of stomatal apertures and form of

epidermal structures),

(3) Well-exposed to atmospheric conditions of light and breeze ( i.e. away from engineering

structures hindering free flow of air) to maintain free interaction with gases.

� Characters of plants including shapes of crowns considered necessary for effecting

absorption of pollutant gases and removal of dust particles are as follows:

1) Tolerance towards pollutants in question, at concentrations, that are not too high(

to be instantaneously lethal)

2) Longer duration of foliage,

3) Freely exposed foliage , through

• Adequate height of crown,

• Openness of foliage in canopy,

• Big leaves( long and broad laminar surfaces),

• Large number of stomatal apertures,

• Stomata well- exposed ( in level with the general epidermal surface)

2. REMOVAL OF SUSPENDED PARTICULATE MATTER

1) Height and spread of crown,

2) Leaves supported on firm petioles,

3) Abundance of surfaces on bark and foliage, through

• Roughness of bark,

• Epidermal outgrowth on petioles,

• Abundance of auxiliary hairs,

• Hairs or scales on laminar surfaces,

• Stomata protected (by wax, arches/rings, hairs etc.)




The plant species should be capable of sorption of dust pollutants and barrier of noise pollution.

Combined deficiency of a variety of species will be contributed to reach the goals of restrict the

pollution.

3. MITIGATION OF IMPACT: The mitigation measures of biological impacts are aimed at (in

order of preference):

i) Avoid impact,

ii) Minimize impact,

iii) Rectify impact,

iv) Compensate for impact.

Setting aside or exclusion of critically important areas, compensatory afforestation, creation of

green belts, rehabilitation of species or individuals are basic actions taken for mitigation of

impact. While creating green belt and undertaking the afforestation works, it is required to plant

indigenous/local plants and as far as possible exotics should not be introduced. The cost of

eco-restoration of the site should be included in the project cost. This is desirable on two

counts:

i) It ensures allocation of fund for undertaking the rehabilitation of the area during and

also after the project period is over.

ii) It also acts as deterrent in selection of site for the project by bringing in the cost of

eco-restoration which can be enormous in cases where activities are proposed on a

critical ecosystems.

9. CONCLUSION

The present study is with the objective to minimize adverse environmental impacts as

discussed. The study covers all possible environmental issues involved in the project and the

necessary mitigation measures. It was observed that diversity of trees; shrub and herbs were

in low at site. It can be planted by the cultivation of native and local species in post

construction phase. Faunal diversity of the site was also low. Therefore, we can say that the

biological diversity of the study site not much more impacted by the present proposed

infrastructure development and the sustainable environment scenario can be retained by the

proper plantation in post construction period. Taking appropriate mitigation measures for the

sustainable environment at the site and the surrounding area is our sole responsibility.




SOCIO ECONOMIC ENVIRONMENT

OBJECTIVES

The broad objectives of the socio-economic impact assessment are.

1. To study the socio-economic status of the people living in the study area.

2. To study the demographic profile of the study area.

3. To assess the impact on socio-economic environment due to the project concerned.

4. To evaluate the community development measures proposed to be taken up by the

Project Proponent, if any.

5. To suggest community development measures that needs to be taken for the study

area with stakeholder engagement.

The studies carried out are descriptive and exploratory in nature.

The information analyzed for the project has been collected from various secondary sources

which have been supported by the extensive site visits and field observations.

SAMPLING METHOD

The studies are conducted on a target sample; and inferences are drawn on the basis of

survey.

The proposed project Akshat Kanota Estate promoted by Akshat Apartment Pvt. Ltd. in village

Kanota, Tehsil Bassi and District Jaipur. There are 2 habituations of respective 2 villages in the

Study area of 2.0 km. periphery.

Habitation and Human settlement

This Akshat Kanota Estate by Akshat Apartment Pvt. Ltd. is proposed at Kanota village in

Jaipur. The habitations of developing urbanization Kanota and Hardhyanpura villages are in

vicinity.

Population

The total population of the study area (2.0 km.) is approx. 12,362. There are 1,985 households

as per the Census of India, 2011 and approx 6 members per household. The proposed project

falls at Kanota village in Jaipur District.

Table 0.1: Population Composition of Study Area

Sl. No. Name TRU Households Population Male Females

1. Hardhyanpura Rural 187 1112 576 536




Sources: Census of India, 2011

Gender Distribution

Out of the total population, 52.22% are male and 47.78% are female in the study area. As

according to the above mentioned table, the gender ratio of the study area is 915 per thousand

male. The gender ratio of the study area is poor and equal to the district Jaipur (910).

Literacy Profile

An average literacy rate of the study area as per census 2011 is 75.52%. The male

literacy with respect to the male population is 87.05% and the female literacy with respect to the

female population is 63.18%. The literacy gap between male & female is approx. 23.88%. There

are 24.48% people in our study area is illiterate. In the study area of the project the literacy is as

reflected from the following table:-

Table 0.3: Literacy Profile of the Study Area


Occupation

The average work participation rate of the study area is 35.82% in which males are 48.25% with

respect to the male population and females are 22.23% with respect to the female population.

The employment rate in the 2.0 Km. periphery for main workers, marginal workers and non

workers are as follows:

� The Main workers constitute 93.81% in which male worker’s participation is 96.60%

with respect to the male working population whether as female worker’s participation is

87.20% with respect to the female working population.

� The Marginal workers constitute 6.19% in which male workers participation is 3.40%

with respect to the male working population and female workers participation is

12.80% with respect to the female working population.

2. Kanota Urban 1798 11250 5880 5370

Total 1985 12362 6456 5906

S. No. Name Literates

Total Male Female

1. Hardhyanpura 562 349 213

2. Kanota 7280 4324 2956

Total 7842 4673 3169




� The Non Workers constitute 64.18%; and there is distribution of men 51.75% and

women 77.77% in the non working population.

Table 0.4: Occupational Structure of the Study Area

S.

No

.

Name of the

Village

Main Workers Marginal Workers Non Workers

Total Males Female Total Males Female Total Males Femal

e

1. Hardhyanpura 349 260 89 53 13 40 710 303 407

2. Kanota 3805 2749 1056 221 93 128 7224 3038 4186

Total 4154 3009 1145 274 106 168 7934 3341 4593


SOCIO ECONOMIC SURVEY

Methodology

The information analyzed for the project has been supported by the extensive site visits and

field observations.

Sampling Method

The Social impact assessment is conducted on a target sample; target samples of 9 people

were interviewed selected on the basis of non probability sampling with access to the nearest

habitation to the extent possible.

Socio Economic Observations

� The major occupations in the area involve are government jobs, private jobs, small retailing

and agriculture.

� The work participation of women in the study area is poor.

� Girl child education is predominantly promoted in the region and is good.

� Personal hygiene and awareness of cleanliness is good.

� Public toilets are missing in public places.

� Lack of sanitation on public place.

� Animal health care, mainly cattle, improves and keeps up the human health care.

� Government run healths programmes are organized in the villages falling in the study area.

� There is requirement of some improvement and upgradation in the government run health

centers.

� There is no major health issues observed.

� Hand punps and taps are main sources of drinking water and other domestic use.

� Electricity supply is available in the villages of the study area of Kanota.

� Television and FM radio is the medium of mass communication.

SOCIO ECONOMIC IMPACT




S.

no.

Existing variables/

situations of Socio-

economic Issues :

Predict (adverse/ favorable) impacts

(reasons for variations & bias of

representative data).

Mitigation measures. In

numbers.

1 Habitation in the Buffer

Zone: The existing

habitations in the

villages of study area

are predominantly semi-

urban and rural with

pacca and semi-pucca

houses of LIG/MIG.

The proposed project will fulfill the

housing requirements of approximately

7816 people. It will also lead to

temporary influx of approx. 200 workers

during the construction phase (peak)

and approx 50 people post operation.

This may lead to the locality

development and further. The project

will create supporting businesses, post

construction commercial activity &

indirect employment.

Regular Eco club activities

will be organized for various

environment protection and

awareness activities

amongst the existing

residents of Hardhyanpura

and Kanota villages,

students of Govt. Primary

School Kanota, Govt. Sr.

Sec. School Kanota and the

incoming society of

residents in the proposed

project.

EMPLOYMENT IMPACT

S.no

.

Existing variables/


economic Issues :





numbers.

2 The existing

inhabitants in the

study area are

primarily either

engaged in the

government jobs,

private jobs, small

retailing and

agriculture.

Direct, (Local), employment generation.

A minimum of approx. Rs. 1.19# crore

of direct money incomes could be

generated by the local people in the

region through the construction

activities.

Post construction phase: Towards

administration and staff approx. 10

Jobs.

Operation phase: Commercial activity in

the area shall lead to approx. 40

employment opportunities.

Further, employing local

residents helps to maintain

the demographic profile of the

neighboring villages.

A proper direction given to

the villagers would help route

the savings for growth.




3 Indirect Employment

The secondary

employment activities

in the study area

include local labour

(daily basis), head

loading, and dairy etc.

The security and administration will

generate post construction

opportunities. Indirect employment

Approx. 100 will also be generated

through the potential residents posing

demand of helpers, (for household

activities), petty shops on the main

road.

Construction materials will be

procured locally. Thus there

is a possibility of generation

of local trading opportunities,

though temporary in the

operation phase of the

project.

#: Proposed manpower [200] * [199] (Calculated at the minimum wage rate per day of semi-

skilled, Raj.) = 39,800 * 300 (approx. working days) = Rs. 1,19,40,000/-

GROWTH OF POSITIVE EXTERNALITIES

S.no. Existing variables /


economic Issues :

Predict (adverse/ favorable)

impacts (reasons for variations

& bias of representative data).


numbers.

4 The local markets are on the

Jaipur-Agra main road at

Kanota, 0.9 km. (SW) and

on the Kanota-Nayala main

road Kanota 0.250 km. (W).

In the nearby villages for

example demand for

communication facilities, (for

each apartment), super markets

for convenience (staples, impulse

& emergency) goods is estimated

to increase.

Considering the proposed

region as rural and semi

urban, hence the mixed

income group of all the

apartments would create

the demand for all

construction related and

petty shops in the

surrounding for electrical,

mechanical, carpentry,

black smithy, and plumbing

thereby developing

positive externalities.

GROUP HOUSING V/S INDEPENDENT HOUSES

S.no. Existing

variables/situations of

Socio-economic Issues :




Mitigation measures.

In numbers.




5 India subsists 15% of the

world population in 2.5%

of the worlds land area.

Hence with rising

population affects a

growing need of

accommodation. Group

housing provide vertical

structures and fulfills

housing requirement on a

single piece of land

whereas independent

housing expands

horizontally thereby

occupying more land,

(which further meets the

crisis of shortage of land

and rising land prices).

Growing vertical than horizontal will not

put the burden of rising prices of land on

the society :-

Considering the same piece of land

area:

Number of plotted area provided by the

proposed project = 374 plots (plotted

villas – 173 nos., plot – 105 nos., EWS

plot – 55 nos., LIG plot – 36 nos. and

group housing plot – 5 nos)

Number of houses provided by the

independent houses = 375 approx.

(Calculated on the similar built up area

as of flats)

Further, it is analyzed that, owning an

independent house is more expensive

an option than owning an apartment with

common amenities, thus resulting in

lesser number of persons entering the

independent housing market.

Proposed group

housing structures

aims at not putting the

burden of water and

sanitation on society

through its Rain water

harvesting structures

and Sewage treatment

plants.

HEALTH & RELATED IMPACTS:

S.

no.

Existing

variables/situations of

Socio-economic Issues :

Predict (adverse/ favorable)

impacts (reasons for variations

& bias of representative data).


numbers.

6 Site Security

The site location is around open

vacant plots with low density

population.

Construction phase site specific

security shall be managed

accordingly.

Adequate security arrangement

will be made to ensure that the

local inhabitants and the stray

cattle are not exposed to the

potentials injury during

construction activities.

7 Health impacts – on

mental, physical, and social

well being.

The proposed project will not

adversely impact the mental,

physical and social well being.

Expectations in Fair pay,

employee care, social

responsibility commitments etc.




will be timely met. Grievance

redressal mechanism will be

made to handle complaints

from the study area.

8. Loss/ gain of health &

fitness in short term (<1) or

long term (>1):

The deterioration in health &

fitness of the habitation will be

negligible for a temporary phase

during construction activities.

Regular health camps to trace

the developments and control

any ill-consequences during

construction activities.

9. Loss/gain of view by study

area inhabitants:

The project is located in midst of

scattered housing and vacant

lands.

Plantation & landscaping will be

done; cleanliness will be

maintained in and around the

group housing premises during

construction and post

construction phases.

10. Loss/gain of culture and

religion: It is clearly stated

in as per the Human

Rights, that the obligation

of States is to promote

universal respect for, and

observance of, culture &

religion.

The proposed project will follow

universal respect for, and

observance and protection of,

human rights and fundamental

freedoms for all.

The proposed project

expansion will promote neither

selective, nor relative, but

universal respect through

contribution in various

festivities, equal observance

and protection among

employees and societies at

large in all community activities

and social responsibility.

TERTIARY IMPACTS

S.

No.

Existing variables/


economic Issues :





numbers.




11 Economic benefits to

immediate community

and public revenue.

If the proposed group housing project

operationalizes, then it is expected to

appreciate the land prices of the

LIG/MIG housing and petty shops in

the vicinity (in 2.0 k.m. vicinity).

The project after its

commencement and

operation will generate

revenue for government, as

registry, stamp duty and

House tax, to J.D.A.

12 CSR Benefits The proposed project aims to

contribute to sustainable community

development in the concerned areas of

Health, Employment, Sanitation &

facilities, and Women empowerment.

An action plan is with

monetary allocation is given

in CSR activity.

CORPORATE SOCIAL RESPONSIBILITY:-

S.No. Activities Capital Cost (Rs. in lacs)

1st Year

IInd Year

IIIrd Year

1. Promotion of Education: Merit cum need

Scholarship to the student in the Government

Primary School Kanota, 1.0 km. (SSW) and

Government Sr. Sec. School Kanota, 1.23 km.

(SW).

11.0 11.0 11.0

2. Medical Check-up Camp: A certified Government/

Private doctor will be consulted and Regular

Medical check-up camp will be organized in the

Government Ayurvadik Aushadhalaya Kanota 1.2

km. (SSW).

12.0 6.0 6.0

3. Women empowerment programs: Arrangement

of awareness Camps on women rights &

legislations, Training classes for basic reading and

writing and on maintaining earnings & accounts for

women in the village Kanota and Hardhyanpura.

Stitching machine will be distributed among the

women belonging to the vulnerable group of

families in the village Kanota.

7.0 5.0 5.0




4 Facilities development in education /sports/

Installation of fans /Desktop computer and books

for library every year for three year in the Govt.

Primary School and Govt. Sr. Sec. School, Kanota.

4.0 4.0 4.0

5 Sanitation and echo-environment awareness

program in the village Kanota, Government Primary

School Kanota and Government Sr. Secondary

School Kanota

6.0 4.0 4.0

6. Swachchh Bharat Kosh 50.0 0 0

Total 90.0 30.0 30.0

Capital Cost: 150.0 Lacs

EXPENDITURE ON ENVIRONMENTAL MEASURES:

S.

No.

Particulars Capital Cost Annual recurring cost

1. Acoustic enclosures & stack attached to DG sets 2 lacs 0.5 lacs

2 STP 25 lacs 5 lacs

3 Rain water harvesting 8 lacs 1 lacs

4 Solid waste management 5 lacs 1 lacs

5 Pollution monitoring 4 Lacs 2 lacs

6 Fire fighting & emergency handling 30 lacs 2 lacs

7 Green Belt 15 lacs 0.5 lacs

8 Training in the area of environment & occupational

health.

1 lacs 1 lacs

TOTAL 90 Lacs 13 Lacs

***************

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