FORM I · Form 1 & 1A for Proposed Commercial Construction project 'Runwal REGALIA' by M/s Runwal...

FORM I

Form 1 & 1A for Proposed Commercial Construction project 'Runwal REGALIA' by M/s Runwal Erectors Pvt Ltd,

At Survey no.153A/1 to 4/1/1 & Survey No.153A/1 to 4/1,Hadapsar, Pune

1

APPENDIX I

(See paragraph – 6)

Form – 1

(a) For item (I) relating to the basic information, the following shall be substituted, namely:-

Sr. No. Items Details

1. Name of the project/s Proposed Commercial Construction

project 'Runwal REGALIA' by M/s

Runwal Erectors Pvt Ltd At Survey

no.153A/1 to 4/1/1 & Survey No.153A/1

to 4/1, Hadapsar, Pune.

2. Sr. 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 = 8340.00 SQ.M

Total Built up area = 36925.20Sq.M.

(12340.57Sq.M. FSI 24584.63Non-FSI

Sq.M.)

4. New / Expansion / Modernization New

5. Existing Capacity/ Area etc. Construction done till date is FSI area 4678

Sq.m. Non FSI area 14977.99 Total Builtup

19655.99 Sq.m. (Including Parking).

Construction done is in accordance with

first sanction CC/1610/05 DT: 27.07.2005

with builtup 9010.12 Sq.m. & Second

sanction CC/1132/07 DT: 09.07.2007 with

builtup 11621.47 Sq.m. As the Total Built

up area was less than 20,000.00 Sq.M.

hence Environment Clearance not required.

As per the Ministry of Environment and

Forest notification dt: 4th April 2011, the

basement & parking area has to be included

into the Built UP Area. Hence our project

came into purview of Environmental

Clearance.

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

7. Does it attract the general condition?

If Yes, please specify.

N.A.

8. Does it attract the specific condition?

If Yes, please specify

N.A.

9. Location

Plot/Survey/Khasra No. Survey no.153A/1 to 4/1/1 & Survey



2


No.153A/1 to 4/1

Village Mauje Hadapsar

Tehsil Haveli

District Pune

State Maharashtra

10. Nearest railway station/airport along

with distance in kms.

Hadapsar railway station – 3 km

11. Nearest town, city, district

headquarters along with distance in

Km.

Town- Hadapsar – 0.5 km,

District Headquarter - Pune – 8 km.

12. Village panchayats, Zilla Parishad,

Municipal Corporation, Local body

(complete postal addresses with

telephone nos. to be given)

Municipal Corporation – Pune Municipal

Corporation

13. Name of the applicant M/s Runwal Erectors Pvt Ltd

Mr. Pradeep Amrutlal Runwal

14. Registered address 41/12, Karve Road, Runwal Plaza, First

Floor,Pune-411004

15. Address for correspondence: 41/12, Karve Road,Runwal Plaza,First

Floor,Pune-411004

Name Mr. Ankush Jasraj Parakh

Designation (Owner/Partner/CEO) Vice President

Address 41/12, Karve Road,Runwal Plaza,First

Floor,Pune

Pin Code 411004

E-mail [email protected]

Telephone No. 02066020390,9923102117

Fax No. 02025412471

16. Details of Alternatives Sites

examined, if any. Location of these

sites should be shown on a Topo sheet

No

17. Interlinked Project No

18. Whether separate application of

interlinked project has been

submitted?

No

19. If Yes, date of Submission Not applicable.



3


20. If no, reason Not applicable.

21. Whether the proposal involves

approval/clearances under: if yes,

details of the same and their status to

be given.

The Forest (Conservation) Act, 1980?

The Wildlife (Protection) Act, 1972?

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?

Name of the court

Case No.

Orders/directions of the Court, if any

and its relevance with the proposed

project.

No

(II)Activity

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

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

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)

Yes The proposed project site is designated

for the intended purpose & proposed

estimated built-up area is 36925.20

Sq.M.

1.2 Clearance of existing land, vegetation

and buildings?

No No tree cutting or falling is proposed.

1.3 Creation of new land uses? Yes The proposed project site is designated

for the intended purpose & proposed

estimated built-up area is 36925.20

Sq.M.



4

Sr.

No


confirmation

Yes/No




1.4 Pre-construction investigations e.g.

bore houses, soil testing?

Yes Please refer Ground water quality

Analysis Report. Annexure: 4

Soil Testing Report.

Annexure: 3

1.5 Construction works?

Yes Built up area estimated = 36925.20

Sq.M. will be the construction work.

1.6 Demolition works? No Not applicable.

1.7 Temporary sites used for construction

works or housing of construction

workers?

Yes Temporary housing will be provided

for about average 50 laborers at site.

They will be provided with water &

sanitation facility. Water is pumped

and stored in Storage Tank.

Modular toilets will be provided

during construction phase.

1.8 Above ground buildings, structures

or earthworks including linear

structures, cut and fill or excavations

Yes Excavated top soil will be used for

landscaping and excavated material

will be used for backfilling.

1.9 Underground works including mining

or tunneling?

No Not Applicable as the proposal pertains

to construction of Building only.

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 as the proposal pertains

to construction of Building only.

1.14 Facilities for storage of goods or

materials?

Yes Storage Facility will be provided on

site for the storage of goods or

material like cement, steel, building

material etc with proper shed.

1.15 Facilities for treatment or disposal of

solid waste or liquid effluents?

Yes Modular toilets will be provided for

construction labors. For solid waste

will be treated in OWC.



5

Sr.

No


confirmation

Yes/No




Solid Waste Management

a) During Construction phase:

Construction debris will be used for

construction site itself and therefore

there will not be any solid waste

problem from generation of

construction-excavated earth.

Solid waste, which will be generated

from construction workers working

within site, will be disposed through

composting.

b) During Operation Phase:-

Total population of the Commercial

scheme is projected to be 2409 nos.

Quantity of solid waste – 602 kg/day

Quantity of wet waste – 279 kg/day

Quantity of dry waste – 323 kg/day

Organic waste will be converted in to

manure by composting in OWC

machine.

The dry waste collection, segregation,

recycling & disposal by SWaCH.

Liquid waste management

During construction: 50

M3/DAY

Source: Tanker Water

During operation:

Source: Pune Municipal Corporation

Fresh water : 89 m3/day

Recycled water (Flushing): 68 m3/day

Recycled water (Gardening): 9 m3/day

Total Water Requirement :166 m3/day



6

Sr.

No


confirmation

Yes/No




Sewage generation: 152 m3/day

STP capacity: 160 m3/day

Treated water: 144 m3/day

Total recycled water: 77 m3/day

Excess water to drain: 67 m3/day

Swimming pool: 12.0 m3/day

1.16 Facilities for long term housing of

operational workers?

No Workers will be residing outside the

project area hence, no housing of

construction workers proposed.

1.17 New road, rail or sea traffic during

construction or operation?

Yes The development will not have major

impact on traffic pattern. Internal roads

will be well constructed to manage

traffic.

1.18 New road, rail, air waterborne or

other transport infrastructure

including new or altered routes and

stations, ports, airports etc?

Yes Construction Phase:

There will be some increase in road

traffic. In construction phase 3-5trucks

per day. JCB may ply once or twice a

day.

Operation Phase:

The development will not have major

impact on traffic pattern; internal roads

will be well constructed to manage

traffic.

1.19 Closure or diversion of existing

transport routes or infrastructure

leading to changes in traffic

movements?

No No change in existing road network.

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 No stream crossings in the project site.

1.23 Abstraction or transfers of water

form ground or surface waters?

No During Construction phase Tanker

water will be used for the construction

purpose.



7

Sr.

No


confirmation

Yes/No




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 Only material transport approx. 5 or so

trucks per day.

1.26 Long-term dismantling or

decommissioning or restoration

works?

No Not Applicable since there is no

dismantling involved in the project.

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: As it will

be built in phases during Construction

average 50 numbers of workers will be

working on site.

Influx during operation: During

operation Influx of approximately

projected to be 2409 persons including

Commercial and floating population.

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




2.1 Land especially undeveloped or

agricultural land (ha)

The proposed development has been

planned in such a way that it does not

damage the existing contours.

2.2 Water (expected source & competing

users) unit: KLD

Yes Liquid waste management

During construction: 50



8

Sr

No.


Yes/No




M3/DAY


During operation:












2.3 Minerals (MT) No Since this is a construction project

there will be no use of major minerals

for construction.

2.4 Construction material – stone,

aggregates, sand / soil (expected

source – MT)

Yes Cement: 4230 MT

Crush Sand: 10290 MT

Sand : 12300 MT

Metal: 9000 MT

2.5 Forests and timber (source – MT) No Timber used for Doors & Windows

are purchased from local market

(Pune).

2.6 Energy including electricity and fuels

(source, competing users) Unit: fuel

(MT), energy (MW)

Yes During Construction Phase –

Demand load = 25 kVA

Source: D.G.

DG Set Required = 25 kVA X 1 No.

During Operation Phase –

Source: MSEDCL

Demanded load = 2043 kVA

Connected load = 3204 kVA

Proposed Transformer Configuration:

630KVA X 4 Nos.

Source: D.G. sets

Required Capacity Of D. G. Set With



9

Sr

No.


Yes/No




Sound Proof Enclosure: 630KVA X 4

No

2.7 Any other natural resources (use

appropriate standard units)

No No use of other natural resource.

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.


confirmation

Yes/No


quantities/rates, wherever possible)


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 No such activity will be carried out

which will change or affect vectors to

born.

3.3 Affect the welfare of people e.g. by

changing living conditions?

Yes It can help in improving living

standards of the area.

3.4 Vulnerable groups of people who

could be affected by the project e.g.

hospital patients, children, the

elderly etc.,

No Project will not negatively affect

welfare of people. It will help in

improving living standards in the area.

3.5 Any other causes

No Not Applicable.



10

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

(MT/month)

Sr

No.


confirmation

Yes/No Details thereof (with approximate



4.1 Spoil, overburden or mine wastes Yes Excavated material will be used for

backfilling at the site.

4.2 Municipal waste (domestic and or

commercial wastes)

Yes Solid Waste Management


Construction debris will be used for

construction site itself and therefore

there will not be any solid waste

problem from generation of

construction-excavated earth.

Solid waste, which will be generated

from construction workers working

within site, will be disposed through

composting.


Total population of the Commercial

scheme is projected to be 2409 nos.




Organic waste will be converted in to

manure by composting in OWC

machine.

The dry waste collection, segregation,

recycling & disposal by SWaCH.

4.3 Hazardous wastes (as per Hazardous

Waste Management Rules)

No Not Applicable.

4.4 Other industrial process wastes

No Not Applicable.



11

Sr

No.


confirmation




4.5 Surplus product No Not Applicable.

4.6 Sewage sludge or other sludge from

effluent treatment

The Sludge will be used as manure

after treatment.

4.7 Construction or demolition wastes No Construction waste will be used for

road making & hardening the base of

working area.

4.8 Redundant machinery or equipment No No redundant machinery or equipment

at project site.

4.9 Contaminated soils or other

materials

No No contamination of soil because land is kept unutilized before this development. Soil Testing will be done prior to project.

4.10 Agricultural wastes 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.


confirmation




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

No Not Applicable.

5.5 Dust or odours from handling of

materials including construction

materials, sewage and waste

Yes Problem of odour will be avoided by

using modular toilets during

construction phase.

5.6 Emissions from incineration of waste No Not Applicable.

5.7 Emissions from burning of waste in No Not Applicable.



12

Sr

No.


confirmation




open air (e.g. slash materials,

construction debris)

5.8 Emissions from any other sources No Not Applicable.

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

Sr

No.


confirmation



with source of information data with

source of information data

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

machinery, Cranes and transportation

materials. These equipment/s will be

used in day time only & proper care

will be taken for the minimization of

noise during operation.

6.2 From industrial or similar processes No Not Applicable.

6.3 From construction or demolition Yes Construction equipments will cause

some noise. Ear plugs will be provided

to construction workers, working near

noise generating equipments (about 65

to 70 dB(A)

6.4 From blasting or piling

No Not Applicable.

6.5 From construction or operational

traffic

Yes As per EMP

6.6 From lighting or cooling systems

No Not Applicable.

6.7 From any other sources

No Not Applicable.



13

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




7.1 From handling, storage, use or

spillage of hazardous materials

No Not Applicable.

7.2 From discharge of sewage or other

effluents to water or the land

(expected mode and place of

discharge)

Yes Proper sewage treatment scheme will

be provided & treated sewage will be

reused for flushing & gardening. 77

m3/day treated water will be reused.

7.3 By deposition of pollutants emitted

to air into the land or into water

No No risk of contamination due to

pollutants in air or water Annexure 10-

EMP for further details.

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 Proposed proper environment

management will be done as per

various guidelines by MoEF & CC and

CPCB.

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

human health or the environment

Sr.

No.


confirmation




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 safety

measures shall 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



14

Sr.

No.


confirmation




RCC design of the buildings.

Dynamic analysis will be done by

Response spectrum method.

Importance factor 1 special moment

resisting frame R-5, Zone factor Z-

0.16.

Annexure 7 (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




9.1 Lead to development of supporting,

lities, 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 Proposed project is construction of

commercial infrastructure building.

The site and nearby areas are developed

with good supportive infrastructure

Like roads, transport facility,

entertainment and hospitals.

9.2 Lead to after-use of the site, which

could have an impact on the

environment

No The proposed project will prove to be

boon for the site development.

9.3 Set a precedent for later

developments

No The proposed project will help to

redefine surrounding areas with

enrichment of hassle free life & eco-

friendly project.

9.4 Have cumulative effects due to No Not applicable, because Minor impacts



15

Sr.

No.


confirmation




proximity to other existing or

planned projects with similar

effects

on water availability, sewage disposal,

storm water discharge, availability of

electricity etc. There will be minor

impact on vehicular traffic in nearby

areas of the site.

(I) 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 No, not any areas protected under

international conventions, national or

local legislation for their ecological,

landscape, cultural or other related

value within 15 km of aerial distance.

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or other

water bodies, coastal zone,

biospheres, mountains, forests

No No, not any Areas which are important

or sensitive for ecological reasons -

Wetlands, watercourses or other water

bodies, coastal zone, biospheres,

mountains, forests. Mula Mutha river is

located at 3.6 km of aerial distance.

3 Areas used by protected, important

or sensitive species of flora or fauna

for breeding, nesting, foraging,

resting, over wintering, migration

No No, not any areas used by protected,

important or sensitive species of flora

or fauna for breeding, nesting, foraging,

resting, over wintering, migration

within 15 km of aerial distance.

4 Inland, coastal, marine or

underground waters

NO Mula Mutha river is located at 3.6 km

of aerial distance.

5 State, National boundaries No No, not any State /National boundaries

within 15 km of aerial distance.

6 Routes or facilities used by the

public for access to recreation or

other tourist, pilgrim areas

No Project site is not located in the route of

any recreation or other tourist, pilgrim

areas.

7 Defence installations No Defence installations are located at 4.2

km from project site. However defence

area is surrounded by residential and

commercial zone. The nature of our

construction project is such that it will

not have any adverse impact on defence

installations.

8 Densely populated or built-up area No Census Data 2011- Annexure: 8



16

Sr.

No.

Areas Name/

Identity

Aerial distance (within 15 km.)

Proposed project location boundary

9 Areas occupied by sensitive man-

made land uses (hospitals, schools,

places of worship, community

facilities)

No Community health centers and

primary schools exist in 15 km radius.

School – 1.7 km, Hospital – 1.5 km

10 Areas containing important, high

quality or scarce resources

(ground water resources, surface

resources, forestry, agriculture,

fisheries, tourism, minerals)

No Mula Mutha river is located at 3.6 km

of aerial distance.

11 Areas already subjected to pollution

or environmental damage. (those

where existing legal environmental

standards are exceeded)

No Not Applicable. Nil in 15 km radius

area.

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. Nil in 15 km radius

area. 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 buildings.

(IV). Proposed Terms of Reference for EIA studies (IV):- EIA not required as project is

under 8(a) Category.

FORM IA



1

APPENDIX – II

(See paragraph 6)

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)

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 plans.

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

Annexure – 1 : Master Plan

Annexure – 2 : Site Location 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 8340.00 Sq.M

Total Built-up Area 36925.20Sq.M.

Landscape area 785.41Sq.M.

The overall area of the plot is 8340.00 Sq. M and proposed builtup area is 36925.20 Sq.

M. Landscape area will be 785.41 Sq. M. Total Population for Commercial scheme will

be 2409.



2

Area Statement

Non FSI Statement

F.S.I NON F.S.I AREA F.S.I NON F.S.I AREA F.S.I NON F.S.I AREA

EXISTING PROPOSED TOTAL

FSI AREA 4678.00 BUILT UP AREA 7662.57 BUILT UP AREA 12340.57

BALCONY 431.76 BALCONY 1434.83 BALCONY 1866.59

STAIRCASE 522.38 STAIRCASE 614.41 STAIRCASE 1136.79

PASSAGE/LOBBY/ATRIUM 3250.69 PASSAGE/LOBBY/ATRIUM 440.31 PASSAGE/LOBBY/ATRIUM 3691.00

TERRACE 1233.44 TERRACE 1689.64 TERRACE 2923.08

L.M.R 0.00 L.M.R 105.41 L.M.R 105.41

LIFT SHAFT 16.33 LIFT SHAFT 22.79 LIFT SHAFT 39.12

SERVICE AREA 0 SERVICE AREA 957.29 SERVICE AREA 504.41

PARKING 9059.60 PARKING 3859.04 PARKING 12918.64

ARCH. PROJECTION 463.79 ARCH. PROJECTION 528.80 ARCH. PROJECTION 992.59

SWIMMING POOL 0.00 SWIMMING POOL 407.00 SWIMMING POOL 407.00

TOTAL NON F.S.I 14977.99 TOTAL NON F.S.I 10059.52 TOTAL NON F.S.I 24584.63

TOTAL CONSTRUCTION 19655.99 TOTAL CONSTRUCTION 17722.09 TOTAL CONSTRUCTION 36925.20



3

Tenement Statement

Parking statement:

(REFER ANNEXURE 9 – Parking Plan)



4

vi) LANDSCAPING AND TREE PLANTATION

The green belt area will be 785.41Sq.M. to keep the campus green and environment friendly. We

will give the preference to the local & indigenous species. The list of trees to be planted is as

follows -

In this Plot area total 100 numbers of trees will be planted in the project area.

List of Trees

Sr.

No. Name

Quanti

ty

Characteristics & Ecological

Importance

1 Nyctanthes Arbortritis 10 Tree reches upto height of 10m. flowering tree.

2 Taebubea rosea 20

Is also called trumpet tree, neotropical tree.

deciduous tree

3 Anthocephalous

kadamb 9

Evergreen tree fast growing tree with broad crown

4 Bauhinia variegata 10

It is medium sized tree growing upto 10m. is known

for its dry sson flowering pattern.

5 Areca catchew 17

It is a tropical tree of palm species growing straight

and tall.

6 Plumeria alba. 34

Plumerias grow well in absolutely all kinds of soils.

Plumerias can go without water for long periods of

time.

Total No. of Trees 100

The Project proponents have proposed a landscape development plan, which includes planting of

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

The open spaces inside the plot will be suitably landscaped and covered with vegetation of

indigenous variety.

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

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

and disturbance to the local ecology).

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 open land and meant for

development.

The project site and the surrounding area have Residential, Commercial, Educational & Heath

buildings. The open area will be occupied by vegetation, which will be helpful in increasing

green cover of the area. Proposed project will require manpower during construction phase and

operational phase thereby creating job opportunities. Local skilled and unskilled laborers will

have an opportunity for employment directly or indirectly.



5

There will be additional employment for the poor strata of society by way of domestic helpers,

drivers, cleaners etc.

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

the construction and operational phases of the project a skilled and unskilled workforce will be

needed. The introduction of workers from areas outside the region, could introduce a potential

effect on the local culture, habits and economics.

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).

A. Details of Soil quality and slope

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

variable proportions are modified by sand, gravel, lime salts and other ingredients. Soil erosion is

acute in these soils because of the sloppy nature of lands mostly unprotected by natural

vegetation due to over grazing.

Samples were collected within a radius of 10 Km in the study area. Soil samples collected and

were analyzed for pH, moisture content, water holding capacity, organic matter, ammonia

nitrogen, potassium, phosphorous, Magnesium as Mg, Chlorides as Cl-, Sulphates as SO4--

using standard methods of Association of Official Agricultural Chemist.

(REFER ANNEXURE 3 – Soil Analysis Report)

The geology of the Pune consists of Deccan traps with inter-trapped beds. The volcanic lava

flows are spread out in the forms Horizontal sheets or beds. Pune is a plateau city situated near

the western margin of the Deccan plateau. The main system of hills is Sahyadri, which run south

in the western portion of the district. Pune is situated at latitude of 18o31’ N and longitude 73

o51’

E. Mean elevation of the site is 560 meters.

B. Vulnerability to Seismicity and precautions:

As per the Seismic Zoning Map of India (given in Enclosures) Pune region falls under Zone- 3.

Stability Certificate, as per prevalent IS Code will be obtained for these buildings from registered

Consulting Structural Engineer considering the seismic forces and wind forces etc.

(REFER ANNEXURE 7 – Seismic Zoning Map)

C. Vulnerability to Subsidence

Ground level of the plot is plain land. Backfilling in the vicinity of site is not included in the

project plan. Hence, subsidence is not expected.



6

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.

1.6. What are the quantities of work 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.)

During construction total earthwork involved approximately Excavation in murum/soft rock -

2952.29 Cu.m. Excavation in hard rock- 2882.906 Cu.m. This will be used for Filling with

murum/soft rock&Rubble filling in floor bedding.

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

CONSTRUCTION PHASE:

Total water requirement during construction phase shall be 50 cum/day approximately for

construction as well as domestic use for the workers working on the site and also for the

construction purpose. This water will be made available from Tanker Water. Portable Toilet

block will be provided.

The Biodegradable waste will be composted at site and non-biodegradable solid waste will be

sent recycling. The construction debris will be used for development of Landscape.

All required sanitary and hygienic measures should be in place before starting construction

activities and to be maintained throughout the construction phase.

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 labour and the means of disposal)

Construction debris and waste during construction will not cause health hazard. Temporary

housing will be provided at the site for 50 workers in the form of Labour camp within the site.

Construction debris generated will be used for development of landscape. All the waste generates

will be properly treated and taken care of, therefore will not create any health hazard.



7

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 proposed source of water will be PMC.

It is proposed that water will be available from PMC. The underground tank (UGT) be provided

for the filtered water storage tank. Water may be pumped from proposed UGT to the overhead

tanks on all buildings through a hydro pneumatic tank filling system. It will be then distributed to

Overhead tank on terrace building.

During construction: 50 M3/DAY


During operation:














8

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

WATER BALANCE STATEMENT

Sl

No

Description Area

In

Sqm.

Popula

tion

Water

Req.(Lit)

Per Person

Total

Water

Req.(Lit)

Domestic

Capacity

(Lit)

Flushing

Capacity

(Lit)

Sewage

Generation

(Lit)

1 Hotel

Rooms(121

Nos)

--- 363 135 49005 32670 16335 47372

2 Banquet 419.83 280 45 12594.9 5598 6997 12315

3 Restaurant 871.34 484 75 36306 24204 12102 35096

4 Shopping 4567.1

3

761 45 34253 15224 19030 33492

5 Office 581.41 58 45 2616 1163 1454 2558

6 Sports 2378.6

5

463 45 20835 9260 11575 20372

Total Water Requirement(Lit) 155611 88118 67492 151205

Stp Capacity (Lit Per Day) 160000

Ugr Capacity (Lit)1.5 Days Storage ( Only For

Domestic)

132177

Fire Capacity (Lit)( To Be Confirmed As Per Fire

Noc)

200000

Raw Water Tank(Lit) 44059

Total Ugr ( Dom+Fire+Raw)(Lit) 376236

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 89 m3/day water will be available from Pune Municipal Corporation.

(REFER ANNEXURE: 4- BASELINE STATUS OF WATER QUALITY)

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)

77 m3/day Water used for Landscape and Flushing will be recycled water.



9

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)

The quantity of sewage is about 90% of domestic water consumption. The wastewater-

generated from the proposed activity shall be domestic. The sewage will be collected

from 1934 population.

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

of the facilities created.

(A) Total availability of water at the site

= Geographical area x Rainfall x Runoff Coefficient

= 8340 Sq.Mt. x 0.70 Mt. (700 mm) x 0.6

= 3,502.8 M3

We have considered runoff coefficient for calculating flow for rainwater design based on

Central Pollution Control Board Ministry of Environment & Forests data.

By studying feasibility of ground water recharge we have proposed rain water harvesting

by constructing 160 cum. Rain water harvesting tank to minimized fresh water

requirement.

Rain Water Harvesting Tank Calculations

Sn Descreption Area In

Sq.M

Rain

Intensity

Cm/Hr

Runoff

Coefficient

Storm Water

Runoff

(Cubicm/Sec)

Storm Water

Runoff

(Lit/Sec)

Storm Water

Runoff

(Lit/Min)

1

Area

Considered

For Design

7858 7.5 0.9 0.1473375 147.3375 8840.25

Rain Water Harvesting Tank For 16.40 Minues Holding Capacity 144980.1

Say 1,60,000 Lit

CONCLUSION:

Based on the resistivity modeled values it can be seen that the area shows the presence of shallow

aquifer restricted to 15-20 meters depth at 2 & 3 VES locations. The all VES shows continuous

increase in the resistivity values beyond ~ 10 meters indicating presence of massive hard rock. It



10

is to be noted that from the groundwater potential point of view the overall area can be

categorized as with very low potential.

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 DP so there will not be any land use change. The

runoff from the project site will be used for recharging the aquifers.

The Storm water drains of the area are proposed to be connected to the drain line which will be

developed as a part for project and subsequently connected to public drainage/storm water

system.

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)

Source of water supply will be from PMC during operation phase. However during construction

phase ground water will be utilized for which necessary permission wil be taken from competent

authority.

Rain water entering into the stilt & lower ground floor through ramps etc shall be collected by

Provision of channel drain with pre cast RCC / CI gratings discharging by gravity in to the

nearest external storm drain

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 general ground level of the project site will not be elevated. The run off from the site will be

filtered mechanically through recharge pits and then will reach aquifers thereby preventing direct

pollution of land or aquifers.

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)



11

The storm water from the site will be used for 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 number of workers will be 50. Municipal solid waste generated during

construction will be composted at site. Modular toilets will be provided for the construction

labours. So activity will not lead to 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 2409 Population. The quantity of sewage is about 90% of

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

domestic. Sewage will treated in the Sewage Treatment Plant having capacity – 160 m3/day.

The treated sewage will be partly recycled for flushing & partly connected to Municipal sewer

line.

DETAILED DESCRIPTION OF PROCESS UNITS

Bar Screen:

Bar Screen shall be provided at the entrance point of the holding tank to separate floating

material form the raw effluent. Screened effluent shall be collected in the Equalization tank.

Aeration Tank:

ASEA system is a specially designed aerobic treatment system. The extended aeration process

operates in the endogenous respiration phase of bacterial growth curve, which necessitates a

relatively low organic loading and long aeration time. Thus it is generally applicable to low

strength wastewater only. In order to ensure required population of bacteria in the unit, mixed

liquor suspended solids (MLSS) concentration and food to microorganism ratio (F/M) is

maintained by controlled drainage of excess sludge to drying beds.

Clarifier + Intermediate Tank :

The function of the activated sludge-settling tank is to separate the activated sludge solids from

the mixed liquor. This is the final step in the production of a well-clarified, stable effluent low in

BOD and suspended solids, and as such, represents a critical link in the operation of an activated

sludge treatment process. The presence of the large volume of flocculent of solids in the mixed

liquor requires special consideration during design of activated sludge settling tanks. Mixed

liquor suspended solids are separated from the treated effluent and are recirculated back in the

aeration tank to maintain desired quantity of active biological culture in the tank. The effluent

will overflow to intermediate tank before passing through sand filters.



12

Filter Press:

Sludge generated during the treatment process will be pases through filter press to squeeze out

the water from suldge and compact the solids. Dried sludge shall be disposed in farms /

gardening area. Because of the ASEA process the sludge generated is biologically stable and

does not require separate digestion.

Tertiary Treatment and Filtration

Tertiary Treatment is must if water is to be re-used for Gardening / Flushing

Pressure Sand Filter:

The device is provided to filter the neutralized effluent to remove the suspended solids impurity

in the effluent. Clarified water from the settling tank passed through the system to remove traces

of suspended particles.

Activated Carbon filter:

Activated carbon filter shall be provided to remove the traces of organic material present in the

effluent. It adsorbs the traces of oils, detergents and solvents.

Ozonation :

The outlet water from ACF is dosed with ozone via ozone generator for disinfection. The water

coming out will be free from fecal coliforms and other harmful bacteria.

QUALITY OF THE SEWAGE AFTER TERTIARY TREATMENT

SR.

NO

.

DETAILS Units As per EPA

act

Proposed Conc.

1 pH --- 5.5-9.0 6.5-8.5

2 Total Suspended solids Mg/lit <100 <10

4 Chemical Oxygen Demand Mg/lit <250 <50

5 Total Dissolved Solids Mg/lit 200-300 <10

6 Biochemical Oxygen Demand, 3 day, 27

°C

Mg/lit <30 <10

7 Oil & Grease Mg/lit <10 Nil

8 Phosphorus as P Mg/lit < 5 < 2

9 Fecal Coliforms MPN/ 100

ml

< 100 < 100

10 Residual Chlorine Mg/lit < 1 Ozonation

11 Color and Odor --- Unobjectiona

ble

Unobjectionable

12 Ammonical nitrogen as N Mg/lit < 50 20 max

13 Total kjeldahl nitrogen Mg/lit < 100 20 max



13

2.14. Give details of dual plumbing system if treated waste used is used for flushing of

toilets or any other use.

The quantity of sewage is about 90% of domestic water consumption. The wastewater-

generated from the proposed activity shall be domestic. Sewage will be treated in the

Sewage Treatment Plant having capacity - 160 m3/day. The treated sewage will be

recycled for flushing.

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)

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

is 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.

Flowering plants, shrubbery and lawns shall be planted. So, Biodiversity will in turn

increase.

3.2. Will the construction involve extensive clearing or modification of vegetation?

(Provide a detailed account of the trees & vegetation affected by the project)

Selected site is barren land. However, the project site will cover the flowering plants,

shrubs and lawns. The open spaces inside the plot will be suitably landscaped and covered

with vegetation of indigenous variety.

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 Barren land. There is no important site feature so as to cause any

impact on important site features.

Landscaping and Tree Plantation

The area 785.41 Sq. M will be covered by tree plantation & landscaping so as to give rest

of the area massive to keep the campus green and environment friendly. The Project

proponents have proposed a landscape development plan, which includes planting of

flowering and shady trees, shrubs and lawn within the plot. In this Plot area total 85

number of trees will be planted. The open spaces inside the plot will be suitably

landscaped and covered with vegetation of indigenous variety.



14

4. FAUNA

4.1. There likely to be any displacement of fauna- both terrestrial and aquatic or

creation of barriers for their movement? Provide the details.

The floristic component of the area does not include any rare or endangered species.

Thus, impact on rare and endangered species of flora is nil. There are no potential sources

of impacts on terrestrial biological environment during operation phase of Commercial

scheme.

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

Biological Environment:

The project site and the surrounding area have plain land. The whole area will be

occupied by vegetation. The plantations, which would be grown in the Commercial area,

will be helpful in increasing green cover in the area. This would also increase avifauna in

the area.

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 Commercial scheme, air pollution is not expected to be a major concern.

There will not be notable increase in pollution therefore dispersion model calculations are

not done. But the data on Ambient Air Quality have been collected during the study

period.

In view of the revision of national Ambient Air Quality Standards by Central Pollution

Control Board ambient air quality stations were identified and monitored. The sampling

locations are Project site and buffer zone.

(REFER ANNEXURE 5: BASELINE STATUS OF AIR QUALITY)



15

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, PM - 2.5, PM-10 will be the main pollutant, which could be

generated from site development activities. 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.

It is generally observed that PM-2.5, PM-10 levels are higher in dry weather i.e. during

summer and winter seasons. Pollutant load of the atmosphere is generally low during

monsoon as the gaseous pollutants tend to dissolve and particulate pollutants get

adsorbed forming aerosols.

Fog formation aggravates the problem as rate of dispersion of pollutants reduces. High

wind velocity is helpful for dispersion of pollutants. Higher temperature and pressure in

the troposphere is helpful for better dispersion of pollutants. In general, effective

dispersion of pollutants in the atmosphere depends primarily on the degree of stability of

the atmosphere and on its turbulent structure.

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.

As this is an commercial scheme, there will be no reserved car parking. Scooters & cycle

parking will be provided as per norms.

Measures proposed for improvement including 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

One way traffic inside the complex for comfortable movement of vehicles and

reduction in possibility of congestion.

There will be one entry and exit gate provided to enter within campus and

vehicles will be park accordingly with the building.



16

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

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

We will provide pathways etc as per DC rules and sometimes beyond that to make the

project environment friendly.

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 Commercial scheme will not cause a notable increase in

the noise and vibration during operation. However, use of heavy machinery is inevitable

during construction phase of the project. Sources of noise Pollution during construction

phase are machinery like Earthmoving Machinery Mini Hoist Crane, Hoist Crane,

Concrete mini mixer, Weigh batcher, Compressors and transportation materials.

Incremental increase in baseline noise levels due to this Commercial scheme will not

exceed 55 dB(A). The post project noise levels at the nearest habitation will be less than

the stipulated standards of CPCB.

Noise has various adverse effects on workers and their activities. The first and foremost

effect of noise on workers exposed to high noise level over a long period of severe

impulsive noise of short duration is ‘Loss of Hearing’. This effect is either temporary or

permanent in nature depending upon the length and severity of noise exposure.

Other effects of noise are such as blood pressure, cardiovascular problems and ulcers.

Some studies also point to noise related learning difficulties, reduced work efficiency,

irritation, fatigue, increased accidents and errors and socially undesirable behavior.

MITIGATIVE 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

daytime. 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.



17

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.

DURING CONSTRUCTION PHASE:

Sources of noise Pollution during construction phase are machinery like Earthmoving

Machinery, Mini Hoist Crane, Concrete Mixer, Lift lade, JCB, Dumpers, Compressors

and transportation materials.

DURING OPERATION

These Machineries will be used only during daytime

Canopies will be provided to these mechanical devices to reduce noise and vibration.

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

plantations 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?

Proposed construction will not result in obstruction of a view, scenic amenity or

landscapes. The open spaces have been picturesquely landscaped to capture the variety of

flowers and plants.

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 artefacts nearby? State if

any other significant features in the vicinity of the proposed site have been

considered.

No



18

7. SOCIO-ECONOMIC ASPECTS

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

population? Provide the details.

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:

Proposed project will require manpower during construction phase and operational

phase thereby creating job opportunities. Local skilled and unskilled laborers will have

an opportunity for employment directly or indirectly.

There will be additional employment for the poor strata of society by way of helpers,

drivers, cleaners etc.

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

As during the construction and operational phases of the project a workforce will be

needed this will be including both skilled and unskilled people. The introduction of

workers from areas outside the region, could introduce a potential effect on the local

culture, habits and economics. Those effects have both positive and negative elements and

will be managed by the project proponents and developers. The construction phase

induces employment opportunities for the local people. About 150 persons will be

employed during peak period.

(REFER ANNEXURE 8 : CENSUS DATA & SOCIOECONOMIC ASPECTS OF

PROJECT AREA)

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

Proposed Commercial Construction project 'Runwal REGALIA' by M/s Runwal Erectors

Pvt Ltd., At Survey no.153A/1 to 4/1/1 Hadapsar, Pune. This area is rapidly developing

area. Development of this commercial project will cater to the needs of residents in this

area.

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.



19

Improvement in lifestyle and social status, etc.

Increase in revenue generation.

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

Possible sources of income for this community are direct like Construction and

various job works in Commercial scheme.

As during the construction phases of the project a workforce will be needed which

will be including both skilled and unskilled people. The introduction of workers from

areas outside the region, could introduce a potential effect on the local culture, habits

and economics. Those effects have both positive and negative elements and will be

managed by the project proponents and developers. The construction phase induces

employment opportunities for the local people. About 400 persons will be employed

during peak period.

The open spaces have been picturesquely landscaped to capture the true lavish ambience

of a vacation resort replete with palms, water bodies, fountains and a variety of flowers

and plants.

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)

ECBC (Energy Conservation Building Code`) norms will become applicable for all

buildings as per Energy Conservation Act 2001. These norms will be recommended and

included in design.

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 Earthmoving Machinery, Mini Hoist Crane, Hoist Crane, Concrete mini

mixer, Weigh batcher, Compressors and transportation materials 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:

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

High noise generating construction activities would be carried out only during

daytime.

Installation, use and maintenance of mufflers on equipment.

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

muffs/ear plugs.

(REFER ANNEXURE 6 - BASELINE STATUS OF NOISE QUALITY)



20

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 Landscape. 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 Management


Construction debris will be used for construction site itself and therefore there will not be any

solid waste problem from generation of construction-excavated earth.

Solid waste, which will be generated from construction workers working within site, will be

disposed through composting.

Modular toilets will be provided for proper disposal of liquid effluent.


Total population of the Commercial scheme is projected to be 2409 nos.




Organic waste will be converted in to manure by composting in OWC machine.

The dry waste collection, segregation, recycling & disposal by SWaCH.

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?

During Construction Phase –

Source: D.G.

DG Set Required = 40 KVA.


Source: MSEDCL



21

Demanded load = 2043 kVA

Connected load = 3204 kVA

Proposed Transformer Configuration: 630KVA X 4 Nos.

Source: D.G. sets

Required Capacity Of D. G. Set With Sound Proof Enclosure: 630KVA X 4 No2

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

Alternative Back Up: -

During Construction Phase –

DG Set Required During Construction = 25 KVA.


Required Capacity Of D.G.Set: 630KVA X 4 No2

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 6 mm clear float glass is used. The glass will allow short as well as long wave

radiations to pass through. However, use of sunscreens on window panes will reduce

heating inside the buildings.

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

the applications made in the proposed project.

The external walls exposed to high solar exposure are double walls/cavity walls. Most of

the openings are with appropriate sunshades to cast shadow inside the room. Most of the

external facades are double height terraces, which help in reducing direct exposure to

solar heat.

ARCHITECTURAL DESIGN

Maximum ground is covered by green patches to reduce reflection of heat from

ground surface.

Shade giving trees are proposed around the condominium especially on South and

west side to cast shadow on the ground and building.

By accommodating maximum parking areas are covered parking, heat generation

due to vehicle is compressed below the building.

Thermal Paint application is proposed for external walls which reduce and reflect

heat. Adequate sunshades are proposed.



22

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 with details.

Street lighting will be considered within the complex. For the emergency lighting proper

provision will make by considering available stocks. Solar hot water system will be not

used within complex.

The appurtenant spaces where common lighting is required are proposed to use

unconventional energy.

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.

Thermal Paint application is proposed for external walls which reduce and reflect heat.

Adequate sunshades are proposed.

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 Commercial scheme within built provision for space cooling. Energy efficiency

in lighting and mechanical systems will be achieved by:

Purchase of energy efficient appliances

Adjusting the settings and illumination levels to ensure minimum energy used

for desired comfort levels

Installing programmable on/off timers and sensors for low occupancy areas

Use of solar energy for street lights

Use of compact fluorescent lamps and low voltage lighting.

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 Commercial scheme and will have provision for space

conditioners. Alteration of microclimate is not notable in this case. The glass will be used



23

in a way just to provide optimal lights inside. Also the glass used will be energy efficient

to reduce the heat gain inside the building.

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.

Wall: 1] 20 mm Cement Plaster + 150 mm BBM + 12 mm Cement

Plaster: U Value – 0.309 BT/Hr. / SqFt °F

Thermal Characteristics of the building envelope:

Terraces will be treated with a layer of brick bat coba for reduction in heat gain

through roof.

Overhang projections and horizontal and vertical elevation band of 0.45m will be

provided around the windows which will be reducing solar heat gain but will assure

maximum natural light and ventilation in the buildings.

External shading is prominently used in the complex it intercepts solar heat before it

reaches the glass/ wall.

External walls are 150 mm with 20 mm plaster on both the sides [cavity wall]. The

external walls of the buildings will be coloured with light slightly tinted colours to

reduce solar heat gain and will reflect heat.

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

details of emergency plans.

The building plan approvals are subject to clearance by the Fire Advisor of the state. He pre

sanction the fire safety measures which will be complied.

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

emissivity and thermal characteristics.

The entire building is designed with appropriate openings to reduce heat energy inside the

building.

1.12. What is the rate of air infiltration into the building? Provide details of how you are

mitigating the effects of infiltration.

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.



24

1.13. To what extent the non-conventional energy technologies are utilized in the overall

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

Energy Saving Measures

Use energy efficient lamps like T5, CFL, LED.

Use of solar energy to meet hot water demand.

Use of Higher Efficiency transformer.

Use of efficient motors.

Electrical metering and monitoring.

Use of Solar lighting in street lighting.

Timer based switching for common area Lighting

Use of Energy Efficient Transformers, Energy efficient Motors, power factor correction

Panel, metering and monitoring, power distribution systems shall be as specified in

ECBC.

Lighting scheme shall be designed as per the reference illumination levels as mentioned

in ECBC.

Solar Conventional

Description Units

Saved/

year

Energy cost

savings/

Year

Units

Saved/

Day

Units / year Energy cost

/ Year

%

energy

saving/

yr Kw-hr/

year

Rs/year Kw-hr/

Day

Kw-hr/ year Rs/year

Street

Lights/Landscapin

g/Parking/Passage/

Lobby

16,521.36

67,241.94

45.26

165,213.60

672,419.35

10

Street/Parking +

Passage + Lobby +

Staircase area

44,607.67

181,553.23

122.21

148,692.24

605,177.42

30

VFD’s on Lifts

183,960.00

748,717.20

504.00

919,800.00

3,743,586.00

20

Total

Savings/year

(KWH)

245,089.03

997,512.36

1,233,705.84

5,021,182.77

20

Total Savings/

day (Kwh)

671.48

2,732.91

3,380.02

13,756.67



25

10. Environment Management Plan

The Environment Management Plan (EMP) 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.

LIST OF ANNEXURES

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.

Date: 25/01/2017

Place: Pune

Mr. Pradeep Amrutlal Runwal

M/s Runwal Erectors Pvt Ltd.

41/12, Karve Road, Runwal Plaza, First

Floor,Pune-411004

SR. NO. DESCRIPTION

1. Master Plan

2. Site Location

3. Soil testing Report

4. Baseline Status of Water Quality

5. Baseline Status of Air Quality

6. Baseline Status of Noise Quality

7. Seismic Zoning Map

8. Census Data and Socioeconomic Aspects of Project area

9. Parking Plan

10. Service Layout

ANNEXURES

+98.50 M

OFFICE DROP

OFF POINT BELOW

T

O

E

X

I

T

T

O

M

A

I

N

R

O

A

D

PROJECT

B B'

1

3

.4

0

5.60

26.96

6.17

29.04

7.07

3

4

.

6

6

4.32

22.92

9

.

4

7

2

1

.

6

5

5

.4

5

2

1

.4

2

1

0

.2

3

11.24

4.38

1

.50

7.5

0

2.50

7

.5

0

2

.5

0

1

.50

1

.5

0

1

.2

0

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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+110.4M SECOND FLOOR LVL

+114.6M SERVICE FLOOR LVL

+122.7M FOURTH FLOOR LVL

+128.8M SIXTH FLOOR LVL

+134.9M EIGHTH FLOOR LVL

+137.95M NINTH FLOOR LVL

+141.95M TERRACE LVL

95.6M BASEMENT

FLOOR LVL

+125.75M FIFTH FLOOR LVL

UP DNUPDN

DNUPDN

BANQUET LVL

TERRACE

(TRUSS ROOF)

(2100 x 3080)

DU

CT

SERVICE

LIFT

LIFT

LIFT

LIFT

(2750 x 2050)

(2750 x 2050)

(2750 x 2050)

+117.1M THIRD FLOOR LVL

+131.85M SEVENTH FLOOR LVL

98.8M UPPER GROUND

FLOOR LVL

+106.2 MFIRST FLOOR LVL

+102.0M GROUND FLOOR LVL

(2500 x 2350)

SERVICE

LIFT

(2500 x 2350)

SERVICE

LIFT

(2100 x 3080)

DU

CT

SERVICE

LIFT

LIFT

LIFT

LIFT

(2750 x 2050)

(2750 x 2050)

(2750 x 2050)

BANQUET HALL

SPORTS/ GAMES FLOOR

SHOPS

SHOPS

RESTAURANT /

COFFEE SHOP

HOTEL ENTRANCE LOBBY / PARKING

PARKING

ENTRY LVL

FOR HOTEL

98.8 M

ROOMS

SERVICE FLOOR

BAR/

BUSINESS

CENTRE

ROOMS

ROOMS

ROOMS

ROOMS


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Annexure 8

CENSUS DATA- 2001

DEMOGRAPHIC STRUCTURE

Sr.

No.

Name

No. of

househo

lds

Total population

Schedu

led

Castes

Schedu

led

Tribes

Literat

es

Main

Worke

rs

Margi

nal

Worke

rs

Non

Work

ers

TP M F

Rural

01 Hinjewadi 1128 5407 3047 2360 548 84 3344 2197 149 3061

02 Sus 450 2138 1120 1018 258 21 1197 1125 148 580

03 Bavdhan

Bu.

425 3125 1668 1477 196 60 1687 1250 120 382

04 Bavdhan

kh.

460 2876 1554 1322 230 20 1524 1450 153 422

05 Chinchwad 76 331 165 166 38 - 191 141 58 132

06 Pimpri 145 722 359 363 31 106 249 357 14 351

07 Pimple

Saudagar

2307 9263 4831 4432 1334 77 7064 3270 57 5936

08 Kalewadi 1050 4851 2495 2356 939 26 3622 1658 39 3154

09 Pimple

Nilakh

1844 8500 4316 4184 732 507 6544 2342 209 5949

10 Morwadi 1623 7342 3914 3428 546 108 504 2256 125 4961

11 Wakad 503 3050 1586 1464 1420 122 1769 1528 125 358

12 Chinchwad

Gaothan

1712 7605 3930 3675 433 53 6462 2383 73 5149

13 Bhatnagar 3099 1330

7

7269 6038 1520 111 9930 4354 211 8742

14 Nigdi

Gaothan

2148 9036 5077 3959 931 124 6192 3145 166 5725

15 Akurdi

Gaothan

1806 8315 4348 3967 2692 122 5337 2686 249 5380

Total 18,776 85,868 45,679 40,209 11,848 1,541 60,916 30,142 1,896 50,282

(2100 x 3080)

DU

CT

SERVICE

LIFT

LIFT

LIFT

LIFT

(2750 x 2050)

(2750 x 2050)

(2750 x 2050)

DUCT

LIFT

LIFT

(2000 x 2000)

(2000 x 2000)

RAMP UP TO UPPER GROUND

PROJECT

61057435

1725

5715

6.00

7.44

7.39

6.00

6.00

6.00

6.00

6.00

6.00

6.00


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(2100 x 3080)

DU

CT

SERVICE

LIFT

LIFT

LIFT

LIFT

(2750 x 2050)

(2750 x 2050)

DUCT

LIFT

LIFT

(2000 x 2000)

(2000 x 2000)

ENTRY TO B1 LVL

RAMP DOWN TO BASEMENT

PROJECT

+98.50 M

1

3

.4

0

5.60

7

.50

2.50

7

.5

0

2.50

1.5

0

4.38

1

.5

0

2

1

.4

2

5.45

1

0

.2

3

11.24

4.49

18.89

1

9

.1

0

1.80

(2750 x 2050)

6.00

6.98

7.26

6.00

6.00

6.00

6.00

6.00

6.69

6.00


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PROJECT

ENTRY TO B1 LVL

6820

STP LOCATION TRANSFORMER

YARD LOCATION

D.G SET LOCATION

150MMØ FIRE

BRIGADE INLET

CONNECTION

CONNECT TO EXISTING

MUNICIPAL SEWER

CHAMBER BY PUMPING

12110 6685 14425 14410 14420 11390

8515

12970 17455 15440 14360 17985

FIRE BOX-01

0.9 X 0.6 1.2M

FIRE BOX-02

0.9 X 0.6 1.2M

FIRE BOX-03

0.9 X 0.6 1.2M

FIRE BOX-04

0.9 X 0.6 1.2M

FIRE BOX-05

0.9 X 0.6 1.2M

FIRE BOX-06

0.9 X 0.6 1.2M

FIRE BOX-07

0.9 X 0.6 1.2M

FIRE BOX-08

0.9 X 0.6 1.2M

FIRE BOX-09

0.9 X 0.6 1.2M

FIRE BOX-10

0.9 X 0.6 1.2M

FIRE BOX-11

0.9 X 0.6 1.2M

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

SEWER LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

SEWER LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

SEWER LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

SEWER LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

SEWER LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

FIRE-FIGHTING

HYDRENT LINE

STORM WATER

LINE

300MM WIDE

STORM CHANEL

300MM WIDE

STORM CHANEL

TO

RAINWATER

HARWESTING

OWC LOCATION

59 SQR AREA

500 KG/DAY CAPACITY

FIRE-FIGHTING HYDRENT

PIPE OUTLET FROM PUMP

ROOM

1200

1390

Ø100mm EXCESS TREATED

WATER LINE CONNECTED TO

EXTERNAL MUNICIPAL STORM

WATER LINE (BY PUMPING)

13220

61057435

1725

5715

DROP

CHAMBER


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FORM I · Form 1 & 1A for Proposed Commercial Construction project 'Runwal REGALIA' by M/s Runwal...

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Transcript of FORM I · Form 1 & 1A for Proposed Commercial Construction project 'Runwal REGALIA' by M/s Runwal...