Form 1 & 1A for proposed Residential and Commercial ... · no 1).off Wakad Hinjewadi Road, Wakad,...

Form 1 & 1A for proposed Residential and Commercial Project “Horizon at Wakad” by

Survey No-127/2A, 127/2B/2, 176/2/1B(Plot no. 1). of Wakad –Hinjewadi Road Wakad,

Town/Tehsil –Mulshi, District-Pune

�

(See paragraph – 6)

F O R M - 1

(I) Basic Information

S.

No. Item Details

1 Name of the Project “Horizons at Wakad”

2 S. No. in the Schedule 8 (a)

3 Proposed capacity/area/length/tonnage to be handled/ command area/ lease

area/ number of wells to be drilled

Total Plot Area = 12365.0 m2

Total Built up Area (FSI) = 16538.00 m2

Total Built up Area (NON FSI) = 14356.26 m2

Total Construction Area = 30894.26 m2

4 New/Expansion/Modernization New

5 Existing Capacity/Area etc. Total Plot Area = 12365.0 m2

Total Built up Area (FSI) = 16538.00 m2

Total Built up Area(NON FSI) = 14356.26 m2

Total Construction Area = 30894.26 m2

6 Category of Project i.e. ‘A’ or ‘B’ Category ‘B’

7 Does it attract the general condition? If

yes, please specify. No

8 Does it attract the specific condition? If

yes, please specify. No

9 Location of Project Wakad- Hinjewadi Road

Plot/Survey/Khasra No. S. No. 127/2A, 127/2B/2, 176/2/1B(Plot no. 1)

, Wakad –Hinjewadi Road

Village Wakad

Tehsil Mulshi

District Pune

State Maharashtra

10 Nearest railway station/airport along

with distance in Kms. Akurdi Railway Station = 4.9 Kms.

11 Nearest Town, city, District

Headquarters along with distance in

Kms.

Pune – 15 Km

12 Village Panchayats, Zilla Parishad,

Municipal Corporation, Local body

PCMC




�

(Complete postal addresses with

telephone nos. to be given)

13 Name of the applicant M/s .Adi Realties

14 Registered Address Survey No. 127/2A,127/2B/2, 176/2/1B (plot

no 1).off Wakad Hinjewadi Road, Wakad,

Pune.

15

Address for correspondence: Survey No. 127/2A,127/2B/2, 176/2/1B (plot


Pune

Name Mr. Dilip Bhagwani

Designation (Owner/Partner/CEO) Director

Address Survey No. 127/2A,127/2B/2, 176/2/1B (plot


Pune

Pin code 411057

E- mail [email protected]

Telephone No. 020 – 30683848

Fax No. 020 – 30683848

16 Details of Alternative Sites examined,

if any. Location of these sites should be

shown on a toposheet.

No

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 Wild life (Protection) Act

1972?

The C.R.Z. Notification, 1991?

Not Applicable

22 Whether there is any Government

Order / Policy relevant/ relating to the

site?

Not Applicable

23 Forest Land involves (hectares) Not Applicable

24 Whether there is any litigation pending Not Applicable




�

against the project and/ or land in which

the project is proposal 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.

(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.)

Sr.

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 Basically land is barren land. The proposed

project site is designated for the intended

purpose and the necessary change in the land

use of the plot area measuring 12365.0 m2

has already been affected by converting it for

residential use.

SITE LOCATION PLAN IS ATTACHED

AS AN ANNEXURE : III

1.2 Clearance of existing land, vegetation and buildings?

No Not Applicable

1.3 Creation of new land uses? No Not Applicable

1.4 Pre-construction investigations

e.g. bore houses, soil testing? No Not Applicable

1.5 Construction works?

Yes

• FSI area :16538.00 m2

• Non FSI :14356.26 m2

30894.26 m2will be total built up area.

MASTER PLAN IS ATTACHED AS

AN ANNEXURE: V

1.6 Demolition works? No Not Applicable

1.7 Temporary sites used for construction works or housing

of construction workers?

Yes During construction total 50 Nos. of workers.

1.8 Above ground buildings,

structures or Earth works including linear structures, cut

Yes 30745.05m2 (FSI 16531.69 m2 + NON FSI

14213.36m2) will be built up area for residential purpose. Excavated material




�

and fill or excavations during construction will be used for leveling

of land.

1.9 Underground works including

mining or tunneling? 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 and manufacturing

processes? No Not Applicable

1.14 Facilities for storage of goods

or materials? Yes

Temporary shed will be constructed for the

storage of the construction material.

1.15

Facilities for treatment or

disposal of solid waste or

liquid effluents?

Yes

A) SOLID WASTE MANAGEMENT

a) During Construction phase –

Excavated material will be used for

backfilling and landscape.

During Operation Phase –

Total population of the residential scheme is

–1452 Nos.

1) Total Quantity of Solid Waste =

631.90 kg/day

2) Total quantity of Wet Waste = 385.75

kg/day.

3) Total quantity of Dry Waste = 246.15

Kg/day.

Biodegradable and non biodegradable waste will be segregated. Dry waste will be sold

out.

Wet waste will be treated by ‘Organic waste

Convertor’ for composting.

(ANNEXURE NO- XII: OWC- Solid

Waste Management)

B) WATER MANAGEMENT –

I) During Construction Phase:

Water Requirement – 30 m3/day

source - Tankers

II) During Operation Phases: Source –PCMC

WATER DEMAND : Total Water demand is 198.05 m3/day

• Total Water demand is 198.05m3/day.

• Domestic for residence is 119.70m3/day.

• Flushing for residence is - 59.85m3/day.




�

• Domestic for commercial -2.44m3/day.

• Flushing for commercial is 3.04m3/day

• Landscaping is -10.0m3/day.

• Swimming pool -3.0 m3/day

(ANNEXURE VIII – Water Balance

Statement )

1.16 Facilities for long term

housing of operational

workers?

No Not Applicable

1.17 New road, rail or sea traffic

during construction or

operation?

No Not Applicable

1.18 New road, rail, air waterborne

or other transport infrastructure

including new or altered routes

and stations, ports, airports

etc?

No Not Applicable

1.19 Closure or diversion of

existing transport routes or

infrastructure leading to

changes in traffic

movements?

No Not Applicable

1.20 New or diverted transmission

lines or pipelines?

No Not Applicable

1.21 Impoundment, damming,

culverting, realignment or other changes to the hydrology

of watercourses or aquifers?

No Not Applicable

1.22 Stream crossings? No Not Applicable

1.23 Abstraction or transfers of

water from ground or surface waters?

Yes During Construction phase Bore well /

Tanker water will be used for the construction purpose.

1.24 Changes in water bodies or the land surface affecting drainage

or run-off?

No Not Applicable

1.25 Transport of personnel or

materials for construction, operation or

decommissioning?

Yes Approx. 9 trucks per day for Material

transport. Workers through public transport

1.26 Long-term dismantling or

decommissioning or

restoration works?

No Not Applicable

1.27 Ongoing activity during

decommissioning which could

have an impact on the

environment?

No Not Applicable




�

1.28 Influx of people to an area in

either temporarily or permanently?

Yes INFLUX DURING CONSTRUCTION:

During construction approximately 50 nos. workers.

INFLUX DURING OPERATION:

During operation influx of approximately

1452 Nos. of persons are going to reside in

the Residential and commercial complex.

1.29 Introduction of alien species? No Not Applicable

1.30 Loss of native species or

genetic diversity?

No Not Applicable

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):

Sr.

No.

Information/checklist

confirmation

Yes/

No

Details thereof (with approximate

quantities /rates, wherever possible) with


2.1 Land especially undeveloped or

agricultural land (ha)

Yes

Undeveloped land of about 12365.0 m2

The proposed development has been planned

on Non Agriculture land.

2.2 Water (expected source &

competing users) unit: KLD

Yes WATER MANAGEMENT –


Water Requirement –30 m3/day

source –Tankers/Bore well

II) During Operation Phases:

Source – PCMC

WATER DEMAND :

Total Water demand is 198.05 m3/day

• Total Water demand is 198.05m3/day.

• Domestic for residence is 119.70m3/day.

• Flushing for residence is - 59.85m3/day.

• Domestic for commercial -2.44m3/day.

• Flushing for commercial is 3.04m3/day

• Landscaping is -10.0m3/day.


(ANNEXURE VIII – Water Balance

Statement )

2.3 Minerals (MT) No Not Applicable

2.4 Construction material - Stone, Yes Companies authorized approved local




�

Aggregates, Sand/Soil

(expected source-MT)

vendors.

2.5 Forests and timber (source –

MT)

No Not Applicable

2.6 Energy including electricity and

fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes SOURCE – Maharashtra State Electricity

Distribution Company Limited (MSEDCL)

During Construction Phase:

Load – 100 KW

D.G. Set - 100 KVA x 1No.

During Operation Phase:

A)Total Connected Load –1850KW

B)Maximum Demand – 1290 KW

c) Transformer –630KVA x2 Nos

d)DG Set-125 KVA x 1No.

e) Fuel Consumption / hr- for 125 KVA 19

lit./hr

2.7 Any other natural resources

(use appropriate standard units)

No Not Applicable

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

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

perceived risks to human health.

Sr.

No. Information/Checklist

confirmation

Yes /

No

Details thereof (with approx. quantities/

rates, wherever possible) with source of

information data

3.1 Use of substances or materials,

which are hazardous (as per

MSIHC rules) to human health

or the environment (flora,

fauna, and water supplies)

No Not Applicable

3.2 Changes in occurrence of

disease or affect disease vectors

(e.g. insect or water borne

diseases)

No Not Applicable

3.3 Affect the welfare of people

e.g. by changing living

conditions?

No It can help in improving the living standards

of that area.

3.4 Vulnerable groups of people

who could be affected by the

project e.g. hospital patients,

children, the elderly etc.,

No Not Applicable

3.5 Any other causes No Not Applicable

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

(MT/month)

Sr.No. Information/Checklist Yes/ Details thereof (with approx.




�

confirmation No quantities/rates, wherever possible) with


4.1

4.2

Soil, overburden or mine

wastes

Municipal waste (domestic

and/or commercial wastes)

Yes

Yes

Excavated material during construction will

be used for leveling of land.

SOLID WASTE MANAGEMENT

During Operation Phase –

Total population of the residential scheme is

–1452 Nos.

1) Total Quantity of Solid Waste =

631.90 kg/day

2) Total quantity of Wet Waste = 385.75

kg/day.

3) Total quantity of Dry Waste = 246.15

Kg/day.

Biodegradable and non biodegradable waste

will be segregated. Dry waste will be sold

out. Wet waste will be treated by ‘Organic

waste Convertor’ for composting.

ANNEXURE – XII -Organic Waste

Convertor- Solid Waste Management

4.3 Hazardous wastes (as per

Hazardous Waste Management

Rules)

No Not Applicable

4.4 Other industrial process wastes No Not Applicable

4.5 Surplus product No Not Applicable

4.6 Sewage sludge or other sludge

from effluent treatment

Yes Sewage Treatment Plant will be provided for

treatment of domestic effluent. STP details

are enclosed.

Refer Annexure – XI Sewage Treatment

Plant – Schematic Plan & Details

4.7 Construction or demolition

wastes

Yes Construction debris will be used for leveling /

backfilling etc. for landscapes, Internal roads

etc.

4.8 Redundant machinery or

equipment

No Not Applicable

4.9 Contaminated soils or other

materials

No Not Applicable

4.10 Agricultural waste No Not Applicable

4.11 Other solid wastes No Not Applicable

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

Sr.No. Information/Checklist

confirmation

Yes/

No

Details thereof (with approx.

quantities/rates, wherever possible) with




�


5.1 Emissions from combustion of fossil fuels from stationary or

mobile sources

No Not Applicable

5.2 Emissions from production

processes

No Not Applicable

5.3 Emissions from materials

handling including storage or transport

No Not Applicable

5.4 Emissions from construction activities including plant and

equipment

Yes There will be temporary emission from construction equipments (mobile Source)

5.5 Dust or odors from handling of

materials including construction materials, sewage

and waste

Yes As per Environment Management Plan refer

ANNEXURE XVI

5.6 Emissions from incineration of

waste

No Not Applicable

5.7 Emissions from burning of

waste in open air (e.g. slash

materials, construction debris)

No Not Applicable

5.8 Emissions from any other

sources

No Not Applicable

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

6.1 From operation of equipment

e.g. engines, ventilation plant,

crushers

Yes Sources of noise Pollution during

construction phase are machinery like

compressor, Compactors, Concrete Plant,

Cranes and transportation materials.

During operation phase DG sets will be

provided with Canopy to reduce noise.

6.2 From industrial or similar

processes

No Not Applicable

6.3 From construction or

demolition

Yes As per Environment Management Plan

6.4 From blasting or piling No Not Applicable

6.5 From construction or

operational traffic

Yes As per Environment Management Plan

6.6 From lighting or cooling systems

No Not Applicable

6.7 From any other sources No Not Applicable

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:

Sr.

No.


confirmation

Yes/

No




7.1 From handling, storage, use or No Not Applicable




�

spillage of hazardous materials

7.2 From discharge of sewage or other effluents to water or the

land (expected mode and place of discharge)

No Sewage will be treated and reused for flushing & gardening.

Hence there is no risk of contamination due to release of sewage.

7.3 By deposition of pollutants emitted to air into the land or

into water

No Not Applicable

7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term build

up of pollutants in the

environment from these

sources?

No Not Applicable

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

human health or the environment

Sr.

No.


confirmation

Yes/

No




8.1 From explosions, spillages, fires

etc from storage, handling, use

or production of hazardous

substances

No Not Applicable

8.2 From any other causes Yes There is a risk of accident during

construction however proper construction

safety measures will be taken

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g.

floods, earthquakes, landslides, cloudburst etc)?

Yes Floods and landslides are not expected in the

area. Earthquake proneness: the area falls

under Zone III as per IS 1893-2002. Hence

relevant design parameters as per zone III have been considered for RCC design of the

building. Adequate earthquake proof RCC design is adapted.

ANNEXURE IX - Seismic Zoning Map Of

India

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.

Sr.

No.


confirmation

Yes/

No


quantities/rates, wherever possible)

with source of information data

9.1 Lead to development of supporting.

Facilities, ancillary development or

development stimulated by the

project which could have impact on

the environment e.g.:

• Supporting infrastructure (roads,

Yes 1) Power supply is available.

2) Sewage Treatment Plant will be

provided hence there will not additional

load on Municipal Sewage treatment.

3) Solid Waste Management facility

will be provided.




�

power supply, waste or waste water

treatment, etc.) • Housing development

• Extractive industries • Supply industries

• Other

4) Adequate parking facility available

within campus.

Housing development

9.2 Lead to after-use of the site, which

could have an impact on the

environment.

No Not Applicable

9.3 Set a precedent for later

developments

No Not Applicable

9.4 Have cumulative effects due to proximity to other existing or planned

projects with similar effects

No Not Applicable

(III) Environmental Sensitivity

Sr.

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

No Not Applicable

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or other

water bodies, coastal zone,

biospheres, mountains, forests

No Not Applicable

3 Areas used by protected, important

or sensitive species of flora or

fauna for breeding, nesting,

foraging, resting, over wintering,

migration

No Not Applicable

4 Inland, coastal, marine or

underground waters

No Not Applicable

5 State, National boundaries No Not Applicable

6 Routes or facilities used by the

public for access to recreation or other tourist, pilgrim areas

No

Not Applicable

7 Defense installations No Not Applicable

8 Densely populated or built-up area No Not Applicable

9 Areas occupied by sensitive man-

made land uses (hospitals, schools,

places of worship, community

facilities)

No Not Applicable

10 Areas containing important, high

quality or scarce resources

No Not Applicable




�

(Ground water resources, surface

resources, forestry, agriculture, fisheries, tourism, minerals)

11 Areas already subjected to pollution or environmental damage. (Those

where existing legal environmental standards are exceeded)

No Not Applicable

12 Areas susceptible to natural hazard which could cause the project to

present environmental problems

(Earthquakes, subsidence,

landslides, erosion, flooding or

extreme or adverse climatic

conditions)

No Not Applicable

(IV) Proposed Terms of Reference for EIA studies.

EIA not required as project is under B-2 Category




�

�

�

�

�

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

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

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

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

________________________

Signature of the applicant

With Name and Full Address

(Project Proponent/ Authorized Signatory)




�

FORM-1 A

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

1. LAND ENVIRONMENT

(Attach panoramic view of the project site and the vicinity)

1.1 Will the existing land use get significantly altered from the project that is not 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 be 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.

The proposed land use is in conformity with the DP of the area

ANNEXURE NO. I- AERIAL VIEW ANNEXURE NO. II- D.P. PLAN

ANNEXURE NO. III- SITE LOCATION MAP ANNEXURE NO.IV-CONTOURE MAP

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.

Total Area of the plot 12365.0 m2

Total Built up Area (FSI)

16538.00 m2

Total Built up Area (Non FSI) 14356.26 m2

Total Construction Area 30894.26 m2




�

AREA STATEMENT

Sr.No. Details Area m2

1 Plot area 12365.00

2 Road widening Area 1491.74 + 116.75

3 Reservation --

4 Well 38.48

5 Total 10718.03

6 Open space 10% 1071.95

7 Net plot area 9646.08

8 Addition for

a Road area 1491.74 + 1444.26 + 116.75 3052.75

b T.D.R. 3841.77

9 Total plot area 16540.60

10 F.A.R. Permissible 1

11 Permissible B/up area 16540.60

12 Existing B/up area Residential 13846.13




�

Sr.No. Details Area m2

13 Proposed B/up area residential 1967.41

14 Proposed B/up area Commercial 402.30

15 Excess balcony 315.85

16 Proposed balcony 325.43

17 Existing balcony 2422.79

18 Total B/up area proposed 16531.69

TOTAL CONSTRUCTION AREA

Sr. No Description Area in m2

1. F.S.I. Area 16538.00

2. Non F.S.I

Balcony 2749.91

Passage 2086.9

Staircase 1201.14

Lift & Lift Machine Room 105.48

Terrace 2967.66

Refuge Area 422.53

Connecting Slab 68.77

OHT Area 210




�

UGT Area 300

OWC Area 29.80

STP Area 40.38

Transformer Room 52.65

Security Cabin 20

Clubhouse 301.39

Covered Parking within bldg. 1900.65

Elevated Open space 1072

Covered parking Other than bldg. 670

Treated water tank 7.00

Commercial Top Terrace 150

Total Non F.S.I. 14356.26

Construction Built Up Area

Total F.S.I. Area + Total Non F.S.I.

30894.26

TENEMENT STATEMENT

Sr.

No. Name of BUILDING

No. of

Floor

Type No. of

Tenements Population

2 BHK 3BHK

1. BUILDING- A P+11 21 22 43 215

2. BUILDING – B P+12 47 - 47 235

3. BUILDING – C P+12 47 - 47 235

4. BUILDING – D P+12 47 - 47 235




�

5. BUILDING – E P+12 47 - 47 235

6 BUILDING – F G+9 35 - 35 175

9. Total ( Residential )

266 1330

10.

Commercial

Area (

402.30

m2 )

Building F

(216.05m2)

Ground

floor

No. of shops –

6Nos. 72

Convenient

shopping

(186.25m2)

Ground

& 1st

floor

No. of shops-9Nos.

50

11. Total Population (Residential + Commercial) 1452

1.3 WATER REQUIREMENT


Water Requirement –30m3/day

source –Tankers/Borewell


Source –PCMC

WATER DEMAND :

• Source - Pimpri-Chinchwad Municipal Corporation

• Total Water demand is - 198.05 m3/day.

• Domestic for residence is - 119.70 m3/day.

• Flushing for residence is - 59.85 m3/day.

• Domestic for commercial -2.44 m3/day.

• Flushing for commercial is - 3.04 m3/day

• Landscaping is -10.0 m3/day.


WATER BALANCE STATEMENT

Total No. of Tenements – 266 Nos. Total Populations –1330 Nos.

Total Comm. Area – 402.30 m2 Total Population- 122 Nos.




�

Sr.

No. Description

Water

Requirement Loss

Sewage

Generation

Water Use

Fresh Recycled

1

Domestic for residence

(@ 90 LPCD ) no. of

persons 1330

119.70 11.97 107.73 119.70 -

2

Flushing for residence

(@ 45 LPCD ) no. of

persons 1330

59.85 5.985 53.865 - 59.85

3

Domestic for Commercial

(@ 20 LPCD ) no. of

persons 122

2.44 0.24 2.20 2.44 -

4

Flushing for commercial

( @ 25 LPCD ) no. of

persons 122

3.05 0.31 2.74 - 3.05

6 Landscaping 10.0 0.0 0.0 - 10.0

7. Swimming pool 3.0 0.0 0.0 3.0 -

TOTAL 198.05 185.05 166.54 125.15 72.90

STP CAPACITY – 180 m3/day

(ANNEXURE VIII – WATER BALANCE STATEMENT)

POWER REQUIREMENT :

SOURCE -MSEDCL. (Maharashtra State Of Electricity Distribution Company Ltd.)


Total Load - 100KW

b) D G Set – 100 KVA x 1 No


• A)Total Connected Load –1850KW

• B)Maximum Demand – 1290 KW

• c) Transformer –630KVA x2 Nos




�

• d)DG Set - 125 KVA x 1No.

• Fuel Consumption / hr -for 125 KVA 19 lit./hr

(ANNEXURE XIV ELETRICAL CALCULATION, D.G. CHART & LOCATION & DETAILS)

PARKING STATEMENT:

Approximately 145 Nos. of four wheeler, 566 Nos. of two wheelers & 546 Nos. cycles are proposed

in the residential & commercial complex Internal circulation pattern will be so as to avoid any

congestion within the complex. Parking space will be allotted within the campus.

(REFER ANNEXURE VII– PARKING AND TRAFFIC MANAGEMENT PLAN)

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

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

disturbance to the local ecology).

Although it is a construction activity, its impact on air quality, water quality, noise and soil will not be

notable. As a matter of fact this activity will have positive impact, on socio-economic culture of people

residing in the vicinity of the proposed area. There will not be any disturbance to the local ecology as

the selected site for the construction is a barren land.

The project site and the surrounding area are not developed. The plantations, which would be grown in

the residential area, will be helpful in increasing green cover of the area. This would also increase

avifauna in the area.

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

Generally, soil types found in Pune district are black, copper, red, & paddy soil. Soil blends

Of variable properties are modified by sand, gravel, lime salts, & other ingredients.

(REFER ANNEXURE IV - CONTOUR PLAN)

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)

Not Applicable

(REFER ANNEXURE IV- CONTOUR PLAN)




�

1.6 What are the quantities of earthwork involved in the construction activity cutting, filling,

reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials

from outside the site etc.)?

Excavated material during construction will be used for leveling of land at site.

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

Total water requirement during construction phase will be approximately 30 m3/day for domestic use

for the workers working/dwelling on the site. The construction water requirement will be in addition to

this. The source will be Bore well. The non biodegradable solid waste will be segregated and will send

to kabadi. The wet waste will be treated by ‘Organic Waste Convertor”.

A septic tank and soak pit will be constructed for temporary shelters of construction workers. The

construction debris and cut and fill waste will be recycled for road construction.

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). Not Applicable.

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

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

means of disposal)

Construction debris and waste during construction will not cause health hazard. The natural depression

on site will be lined and converted into water bodies which would add to passive cooling and will act as

Rainwater Harvesting devices.

Construction debris generated will be used for development of landscape.

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 be met? State the sources &

quantities and furnish a water balance statement.

The proposed source of water will be PCMC. The underground tank is provided for the filtered water

storage tank. Water may be pumped from proposed underground tank to overhead tanks on all building

through a hydro pneumatic tank filling system. It will be then distributed to overhead tank on terrace

building.

WATER REQUIREMENT

II) During Construction Phase:

Water Requirement –30 m3/day

source –Tankers/Borewell


Source – PCMC




�

WATER DEMAND :

• Total Water demand is - 198.05 m3/day.

• Domestic for residence is - 119.70 m3/day.

• Flushing for residence is - 59.85 m3/day.

• Domestic for commercial -2.44 m3/day.

• Flushing for commercial is - 3.04 m3/day

• Landscaping is -10.0 m3/day.


WATER BALANCE STATEMENT

Total No. Of Tenements – 266 Nos. Total Populations –1330 Nos.

Total Comm. Area – 402.30 M2 Total Population- 122 Nos.

Sr.

No. Description

Water

Requirement Loss

Sewage

Generation

Water Use

Fresh Recycled

1

Domestic For Residence

(@ 90 Lpcd ) No. Of

Persons 1330

119.70 11.97 107.73 119.70 -

2

Flushing For Residence

(@ 45 Lpcd ) No. Of Persons 1330

59.85 5.985 53.865 - 59.85

3

Domestic For Commercial

(@ 20 Lpcd ) No. Of Persons 122

2.44 0.24 2.20 2.44 -

4

Flushing For Commercial

( @ 25 Lpcd ) No. Of

Persons 122

3.05 0.31 2.74 - 3.05

6 Landscaping 10.0 0.0 0.0 - 10.0

7. Swimming Pool 3.0 0.0 0.0 3.0 -

Total 198.05 185.05 166.54 125.15 72.90

(REFER ANNEXURE VIII – WATER BALANCE CHART)

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




�

The source of water during operation is PCMC.

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 will be available from tanker which will accomplish the water requirement for this Residential complex.

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 72.90 m3/day of water will be recycled for flushing at Residential building & landscaping.

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)

Not Applicable

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)

There will not be any incremental pollution load from the proposed activity. The Quantity of sewage is

about 88.56% of domestic water consumption. The wastewater-generated from the proposed activity

shall be domestic. Total water will be treated and recycled within the site to the extent possible

2.7 Give details of the water requirements met from water harvesting? Furnish details the facilities

created?

RUN-OFF CALCULATION

RUNOFF CALCULATIONS

Total Plot Area= 10710.8 Sq.m.

Annual Average Rain fall= 500 mm.

Run off

Coefficients

Concrete= 0.9

Roads= 0.7

Landscape= 0.5

Podium/Concrete= 0.9

Other areas&Open Parking= 0.7

Annual Surface

Run off

Annual Runoff in

m3

Roof Top Area

A & F Bldg. 529.36 Sq.m. 238212 238.212

B,C,D&E Bldg. 1071.08 Sq.m. 481986 481.986

Commercial Area 207.9 Sq.m. 93555 93.555




�

Services 712.9 Sq.m. 320805 320.805

Internal Road Area 4112.39 Sq.m. 1439336.5 1439.3365

Landscape Area 2719.65 Sq.m. 679912.5 679.9125

Podium Area 364 Sq.m. 163800 163.8

Rest Area & Open Parking

Area 993.56 Sq.m. 347746 347.746

Roof Top Area

Surface Run

Off Per day

Total Run

Off Per Day

(M3)

A & F Bldg. 529.36 Sq.m.

B,C,D&E Bldg. 1071.08 Sq.m. 5.9553

Commercial Area 207.9 Sq.m. 12.04965

Services 712.9 Sq.m. 2.338875

Internal Road Area 4112.39 Sq.m. 8.020125

Landscape Area 2719.65 Sq.m. 35.9834125

Podium Area 364 Sq.m. 16.9978125

Rest Area & Open Parking

Area 993.56 Sq.m. 4.095

Total = ( m3 ) 8.69365 94.133825

INTENSITY OF PRECIPITATION

• Average Daily Rainfall = 55 mm

• Total no. of pits is 9 Nos.

• Size of pit 1.0 X 1.0 X 1.0 M. Depth and 60 m. deep bore well.

(REFER ANNEXURE X – RAIN WATER HARVESTIG & STORM WATER MANAGEMENT

PLAN )

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 proposed land use is in conformity with the Development Plan so there will not be any land use

change. The runoff from the project site will be used for the aquifers.

The storm water drains of the area are proposed to be connected to the future drain line which is future

development along the project.

2.9 What are the impacts of the proposal on the ground water? (Will there be tapping of ground

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

competent authority, if any)




�

A comprehensive Rainwater Harvesting System will be implemented in the form of aquifer recharge.

The water table in the area is likely to increase due to the proposed system with no adverse effects

envisage.

2.10 What precautions/measures are taken to prevent the run-off from construction activities

polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse

impacts)

The runoff from the site will be filtered mechanically and present rate of discharge will be retained

without any incremental pollution load from the site.

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 storm water from the site will be harvested in the form of recharging the aquifers. Recharge pits will be created on site.

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)

During construction phase numbers of workers will be 40.Municipal solid waste generated during

construction will be composted at site. Temporary Toilets, Septic tank and soak pits are provided during

construction phase. This will not lead unsanitary conditions at the site.

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)

The sewage will be collected from 266 Nos. tenements. The quantity of sewage is about 88.56 % of

domestic water consumption. The waste water generated from the proposed activity shall be domestics. Sewage will be treated in the sewage treatment plant of 180 m3/day. The treated sewage will be

recycled for flushing & gardening.

(REFER ANNEXURE XI – SEWAGE TREATMENT PLANT- SCHEMATIC PLAN &

DETAILS)

Design Basis

Capacity of STP :180 m3 /d Average

Design Parameters with Inlet & Outlet Characteristics:

RAW WATER

CHACTERISTICS

TREATED WATER

CHARACTERISTICS

pH 5.5 - 9 5.5 - 9

Total suspended solids < 300 ppm < 10 ppm

C.O.D < 500 ppm < 50 ppm

B.O.D < 300 ppm < 20 ppm




�

Oil & Grease < 20 ppm < 10 ppm

Copper (as Cu) < 3 ppm < 3 ppm

Fluoride (as F) < 15 ppm < 15 ppm

Iron (as Fe) < 3 ppm < 3 ppm

Zinc (as Zn) < 15 ppm < 15 ppm

PROCESS DESCRIPTION

The Sewage Treatment System being proposed by us is SMBR Based technology. Suspended Media

Bio Reactor (SMBR)(MMBR) is emerging as a clear choice for STP’s all across the sector for various

reasons like:

Less Area Requirement.

No Sludge Recycle, monitoring of F/M ratio etc. hence easy to operate Minimal moving parts thus

lesser maintenance requirements.Flexibility to correct the performance by just adding the media in a

reactor or increasing the Air quantity. No more costly replacements. The STP being proposed by us has

following steps incorporated as a part of our system

Bar Screen: The System is provided with a Bar Screen to remove the objects like plastics, pouches,

metal pieces etc.

Equalization: Equalization of effluents is essential to make a uniform mixture for further treatment. To

achieve this air is bubbled in the first chamber through air grid. In smaller systems this is achieved by

taking help of turbulence of the incoming stream.

SMBR (Suspended Media Bio Reactor) (MMBR) : This is a very important part of treatment process

where Oxygen from the air is transferred to the liquid with the help of Air Grid.

A specially designed plastic media are filled in the tank (to the required level). During the treatment

this media facilitates attached growth. This also ensures that the required MLSS (Mixed Liquor

Suspended Solids) are maintained at the required level (3500 – 5000 p.m.). The residence time of the

reactor tank is considered in such a way that there is enough time for treatment in the reactor. A blower

is provided to supply air to the Grid.

Settling Chamber: After Solid Liquid separation in SMBR reactor, the liquid is taken in the Settling

Chamber. The Settling Chamber is provided with Tube Packs in the top section of the tank. The

Bottom portion is with sufficient Slope to ensure the accumulation of suspended solids. There are no

moving parts in this section.

Sludge Handling: A Sludge pump is provided to periodically remove the Solids accumulated at the

bottom of Settler Chamber. The Sludge is pumped to a Sludge Holding tank which is provided to hold




�

the sludge in rainy season. The Sludge holding tank size is usually designed considering 2-3 months

storage. From sludge holding tank, concentrated sludge will be pumped to proposed Filter Press .

Filtrated from Filter press will be recycled in Equalization tank. The Sludge Holding tank is provided

by Air pipe to facilitate complete removal of sludge and to tackle odour nuisance if it occurs.

Filtration : The water from the settling chamber is taken clear water tank from where it is pumped to

set of 2 filters in series. The first filter has a specific combination of media like Gravels, Pebbles,

Filtration Sand to ensure proper filtration. The next filter has Activated Carbon media of higher (1200)

Iodine Value which absorb colour & odour of filtered water. The Carbon beds also ensures further

polishing of BOD. Backwash water from both filters will be recycled in Equalization Tank.

Disinfection: Ozonization System will be provided after ACF in Treated Water Tank for disinfection

of treated sewage water.

Treated water achieved out of such treatment is suitable for gardening as well as toilet flushing.

2.2.14 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)

The sewage will be collected from 266 Nos. tenements. The quantity of sewage is about 88.56 % of

domestic water consumption. The waste water generated from the proposed activity shall be

domestics. Sewage will be treated in the sewage treatment plant of 180 KLD. The treated sewage will

be recycled for flushing & gardening.

3 VEGETATION

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

with its unique features, if any)

There will not be any threat of the project to the biodiversity. The selected site for project is a barren

land. The project proponents have proposed a landscape development plan, which includes planting

of flowering and shady trees, shrubs and lawn within the plot.

3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a

detailed account of the trees & vegetation affected by the project

No. Selected site is a barren land. However, the project site will cover the flowering plants, lawns.

The open spaces inside the plot will be suitably landscaped and covered with Vegetation.

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)

The site presently is a barren land with no important site features. Addition to this landscape is

proposed.

LANDSCAPING AND TREE PLANTATION

Total Green belt area will be 1072.0 m2




�

Total Nos. of Trees 110 Nos.

Landscape design is in such a way that,

1) Maximum Green Area covers the site.

2) Native Trees species are used which have water retaining capacity

(REFER ANNEXURE VII – LANDSCAPE PLAN & LIST OF TREES)

4. FAUNA

4.1 Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of

barriers for their movement? Provide the details.

No

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

No

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

The proposed project will not have any adverse impact on the flora or fauna.

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)

As this will be a Residential complex, air pollution is not expected to be a major concern.

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.

During construction phase, suspended particulate matter, dust, will be the main pollutant, which

could be generated from site development activities and movement of vehicles. Odorous fumes or

hazardous gases generation is not expected. Concentration of SO2, NO2 and CO may rise a little due

to traffic. Proper upkeep and maintenance of vehicles, sprinkling of water on roads and construction

site and providing sufficient vegetation all around the plant site are some of the measures that would

reduce the impact during construction phase.

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.

Residential Parking –




�

Approximately 145 Nos. of four wheeler, 566 Nos. of two wheelers & 546 Nos. of cycle proposed

within the complex will ensure no traffic congestion outside the campus. Measures proposed for

traffic management at the entry and exit to the project site are: Maintaining flow of traffic for

approach roads Entry and Exit points carefully placed so as not to disturb this flow. Easy movement

of fire tender in and around the complex ensuring accessibility to every building.

(REFER ANNEXURE VII - PARKING AND TRAFFIC MANAGEMENT PLAN)

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

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

Area of Internal road will be 6 m wide also serve as pedestrian pathway and footpath.

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.

The proposed activity being of residential type will not cause a notable increase in the noise and vibration during operation.

Sources of noise Pollution during construction phase are machinery like compressor, Compactors,

Concrete Plant, Cranes and transportation materials.

Mitigation measures:

The project proponents have agreed to take precautions to control noise pollution as mentioned

under:

• Use of equipment generating noise of not greater than 90 dB (A).

• High noise generating construction activities would be carried out only during day time. Also,

adequate parking space will be provided to avoid crowding and noise Pollution.

• Installation, use and maintenance of mufflers on equipment.

• Workers working near high noise construction machinery would be supplied with ear

Muffs/ear plugs.

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.


Sources of noise pollution during construction phase are machinery like Earthmoving Machinery,

Mini Hoist Crane, Mixer, Lift lade, JCB, Dumpers, Compressors and transportation materials.

These machineries will be used only day time. Canopies will be provided to these mechanical devices to reduce noise & vibration. Maximum mitigation measures such as regular maintenance or

overhauling etc.


There will not be any considerable impact on the ambient air quality around the project site as CPCB approved DG sets along with acoustic room will be developed and plantation will be

provided.




�

6. AESTHETICS

6.1 Will the proposed constructions in any way result in the obstruction of a view, scenic amenity

or landscapes? Are these considerations taken into account by the proponents?

No. Proposed construction will not result in obstruction of a view, scenic amenity or landscapes.

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

are the considerations taken into account?

Not Applicable

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

design criteria? They may be explicitly spelt out.

No

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

7. SOCIO-ECONOMIC ASPECTS

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

Provide the details.

Critically analyzing the socio-economic baseline in the context of the proposed project, the impacts

of the project could be variable in nature. The proposed project does not involve any displacement

of inhabitants.

During construction 50 will be provided temporary shelters at the site. After completion of the

project, there will be influx of 1452 people in the area. The population of the area is likely to

increase.

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

This project has proposed to establish Residential by Adi Realties is coming up at S. No. Survey No-127/2A, 127/2B/2, 176/2/1B(Plot no. 1). of Wakad –Hinjewadi Road Wakad, Town/Tehsil –Mulshi,

District-Pune . This area is rapidly developing.

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

cultural values? What are the safeguards proposed?

It could be seen that the overall impact on Socio-Economic Environment is positive and permanent

in nature. The impacts on socio-economic environment due to the proposed project are listed below

Positive aspects of the projects are as follows

� Improvement in transport, communication facilities.

� Improvement in lifestyle & social status etc.

� Increase in revenue generation

� Due to the proposed project, facilities are likely to grow in line with the development.

� Possible source of income for this community are direct like Construction and various job




�

works in Residential complex

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)

Conventional construction materials used from nearest source to minimize energy consumption for

transportation.

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 construction phase, sources of noise pollution will be due to operation of machinery like

compressors, compactors, concrete plant, cranes etc. as well as transportation vehicles. This will

cause nuisance to the occupants of the nearby area. The project proponents have agreed to take precautions to control noise pollution as mentioned under

i)Use of equipment generating noise of not greater than 90 dB (A).

ii) High noise generating construction activities would be carried out only during day time. Also,

adequate parking space will be provided to avoid crowding and noise Pollution.

iii) Installation, use and maintenance of mufflers on equipment.

iv) Workers working near high noise construction machinery would be supplied with ear

Muffs/ear plugs.

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

Solid waste that would be generated due to excavation will be in the form of rubble and soil. This

soil and rubble would be used for development of landscaping. Construction debris will be reused

for backfilling of roads and other construction.

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

during the operation phases of the project.

Solid waste generated in the campus is domestic type having source separated dry and wet

components. As far as possible the dry waste like paper, cardboard boxes, thermocol packing, plastics etc. shall be sent for recycling purpose.

However, wet waste, which is biodegradable, shall be converted to bio-compost adopting following

aerobic composting method. The quantity of biodegradable waste generated is about 695.5 Kg/Day.

The ‘Organic waste Convertor’ will be used for composting of solid waste.

Solid Waste Management –

4) Total Quantity of Solid Waste = 631.90 kg/day

5) Total quantity of Wet Waste = 385.75 kg/day.

6) Total quantity of Dry Waste = 246.15 Kg/day.

Biodegradable and non biodegradable waste will be generated. Dry waste will be sent for recycling




�

and wet waste will be treated by’ Organic Waste Convertor’’ for composting.

“Organic Waste Convertor” is based on the following principles.

1) Valuable resources must be recovered & reused / recycled.

2) Biodegradable matter must be composted.

3) Minimize the material to be disposed off in a landfill.

B) Organic Waste Convertor

PROCESS DESCRIPTION

Segregation: The waste will be segregated at source by flat owners

Flat owners will segregate garbage in two different color

buckets

Collection: 03 people will manage to collect the waste from each flat and

deliver it to OWC in closed containers

Storage: The B/D waste will be treated on daily basis. In order to store

the manure, a small storage room is proposed on site

Treatment –Biodegradable waste : KWIK Composter (Organic Waste

Converter)

Disposal: Biodegradable waste will used in garden as manure




�

Disposal –Non-biodegradable waste : Through Authorized vendors

Process Flow Chart

(REFER ANNEXURE XII – ORGANIC WASTE CONVERTOR – SOLID WASTE

MANAGEMENT)

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?

Source – Maharashtra State Electricity Distribution Company Limited (MSEDCL)

a. During Construction Phase:

• a) Total Load - 100KW

• b) D G Set – 100 KVA x 1 No




�

b. During Operation Phase:



• b) Transformer –630KVA x2 Nos

• D.G. Set Suggested – 125 KVA X 1Nos

• Fuel Consumption – 19 Lit/hr. at full load

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



• b) Transformer –630KVA x2 Nos

• D.G. Set Suggested – 125 KVA X 1Nos

• Fuel Consumption – 19 Lit/hr. at full load

(REFER ANNEXURE XIV – ELECTRICAL CALCULATIONS, TRANSFORMER,

D.G.SET LOCATION & DETAILS)

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?

Normal 5 mm clear float glass is used. The glass will allow short as well as long wave radiations to

pass through. However, use of shading devices on window panes will reduce heating inside the

buildings. Sunshades will be provided & sufficient no. of windows will be provided for natural light

& Ventilation.

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

applications made in the proposed project.

Solar architectural features have been planned in order to reduce cooling loads of the structure. They

are:

1. Longer side facing dominant wind direction

2. Water bodies ample adding to passive cooling

3. Proper shading devices for windows. (Not Applicable)

9.5 Does the layout of streets & buildings maximize the potential for solar energy devices? Have

you considered the use of street lighting, emergency lighting and solar hot water systems for

use in the building complex? Substantiate

Solar System is being used for Hot water & street lighting.

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?

The construction is designed in order to assure maximum of the natural light and ventilation in the




�

structure. Light shades will be used to color the walls so that heat gain is reduced.

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?

Provide specifications.

As it is a residential complex with no built provision for space cooling. Energy efficiency in lighting

and mechanical systems will be achieved by:

• Auto Timer control for external & Common lighting

• Use of CFL / LED lamps in all public/ common areas.

• Solar powered water heating .

• Electronic V3F Drives for Elevators

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?

The proposed project is of residential type and will not have space conditioners or glass wall.

Alteration of microclimate is not notable in this case. Systematic design of buildings in order to

assure maximum natural ventilation and light will be considered to reduce the effect of creation of heat island.

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.

Fenestration area is most vulnerable to heat gain or loss. Thermal characteristics of the envelope are

as follows:

The U and R values of the construction parameters shall comply with ECBC.

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

emergency plans.

The project proponents shall follow all the safety rules and regulations as prescribed by

regulatory authority.

(ANNEXURE XV- FIRE MOVEMENT & SERVICES ATTACHED)

9.11

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

emissivity and thermal characteristics.

The entire building is designed with appropriate opening to reduce heat energy inside the building. No use of glass 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.




�

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

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

Not applicable. As the ground surfaces are covered with green patches to have dust control.

These openings too habitable spaces are adequate just to be functional. The openings are

covered with dust proof, air and water light aluminum glazing.

9.13 To what extent the non-conventional energy technologies are utilized in the

Overall energy consumption? Provide details of the renewable energy technologies used.

Use of Solar Energy.

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.

(REFER ANNEXURE – XVI - ENVIRONMENT MANAGEMENT PLAN)




�

the data and information submitted is found to be false or misleading at any stage, the project

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

________________________

Signature of the applicant

With Name and Full Address

(Project Proponent/ Authorized Signatory)

Form 1 & 1A for proposed Residential and Commercial ... · no 1).off Wakad Hinjewadi Road, Wakad,...

Documents

Transcript of Form 1 & 1A for proposed Residential and Commercial ... · no 1).off Wakad Hinjewadi Road, Wakad,...