AslamHaji - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/EC/Additional...Room No. 217, Annex Building, ... Village Wagholi Tehasil Haveli ... Designation

Application for Environmental Clearance(Under category 8 (a) of EIA Notification 2006)

To: State Level Environmental Impact Assessment

Authority of Maharashtra

Proposed Residential & Commercial

Construction Project

AtPlot 662, Wagholi, Pune.Plot 662, Wagholi, Pune.

Project By:

Aslam Haji201, City Point, Dhole Patil Road, Pune -411032

ASLAM HAJIRegd. Office: 1st Floor, City Point, Dhole Patil Road, Pune- 411001.

Tel:+91-20-66226500 Fax:+91-20-66226511

Date: 14/09/2015Ref: Aslam Haji/ Residential & Commercial Construction Project / SEIAA/ Sr. No. 001

Member SecretaryState level Environmental Impact Assessment Authority (SEIAA),MaharashtraRoom No. 217, Annex Building,Mantralay,Mumbai- 400 032

Sub: Applicationfor Environmental Clearance under EIA Notification 2006- Category 8A

Dear Madam/ Sir

We are planning for a Residential & Commercial Construction Project at Plot 662 ofWagholi areaof Pune city wherein we propose for 6 number of buildings with a total Built-up area (BUA) of34,128.36 (STC) square meters. The total capital investment in the project would beapproximately INRll0 Crores. As this BUAexceeds the limit prescribed vide Schedule appendedto EIA Notification 2006, we need to seek Environmental Clearance from your esteemedauthority.

Enclosed please find our application form (in the format prescribed by the said notification) alongwith requisite annexure. We hope you will find this in order and request you to kindly processour application at your earliest.

Thanking you,

Sincerely,For Aslam Haji

Au

End: A bound volume containing:1. Form- I with due Annexures2. Form -IAwith due Annexures3. Conceptual Plan

ENCLOSURES

Sr. No. Page No./ Description

1. Appendix I 1 - 14

2. Appendix IA 1 -12

3. EMP 1 - 6

4. Annexure I Location Map/Google Image

5. Annexure II Layout Map

6. Annexure III Contour Plan

7. Annexure IV Area statement

8. Annexure V Building Configuration and Occupancy Details

9. Annexure VI Parking Plan

10. Annexure VII Water Demand & Water Balance

11. Annexure VIII STP details

12. Annexure IX STP layout , schematic

13. Annexure X Rain water harvesting Details

14. Annexure XI Storm water plan & External Drainage Layout

15. Annexure XII Solid waste details

16. Annexure XIII R G Plan

17. Annexure XIV Details of Energy Requirement & Energy Conservation

Measures

18. Annexure XV Fire Details

19. Annexure XVI List of Construction material

20. Annexure XVII Hydro-geological Investigation report

21. Self Assessment Report (SAR)

Presented for Environmental Clearance under EIA Notification 2006 from SEIAA of Maharashtra

Appendix I: Plot 662 at Wagholi 1

(See paragraph-6)

Form 1

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

S.N. Item Details

1 Name of the project Residential cum commercial Construction Project

2 S. no in the scheduled 8 (a)

3

Proposed capacity / Area/ length/ tonnage to be handled/command area/lease area/No. of wells to be drilled

Area of Plot : 20,400 m2; Total BUA (without non FSI area): 20,829.43 m2 Total Built up area (including non FSI area): 34,128.36 m2.

4 New / Expansion / Modernization Construction Project

5 Existing Capacity/Area etc Not Applicable

6 Category of the project i.e. ‘A’ or ‘B’

Project category B2; Activity under Item 8 (a) of the EIA Notification dated 14th September 2006 as amended on 1st December, 2009 does not require scoping and public consultation

7 Does it attract the general condition? If yes, please specify

Not Applicable

8 Does it attract the Specific conditions? If yes, please specify

Not Applicable

9 Location

Plot/Survey /Khasra No. Plot 662

Village Wagholi

Tehasil Haveli

District Pune

State Maharashtra

10 Nearest railway station /Airport along with distance in Km

RAILWAY: Pune railway station is at 14 km. AIRWAY: Lohagaon Airport is about 6 km from site ROADWAY: Nagar Road is 0.06 km away from site.

11 Nearest town / city / district / Headquarters with distance in Km

Wagholi 1.2 km

12

Village pachayats, zilla parishad, Municipal corporation, Local body (complete postal addresses with telephone no. to be given

Grampanchayat, Wagholi, Tal Haveli, Dist Pune



S.N. Item Details

13 Name of the Applicant Aslam Haji

14 Registered address 201, City Point, Dhole Patil Road, Pune -411032

15 Address for correspondence 201, City Point, Dhole Patil Road, Pune -411032

Name Mr. Aslam Haji

Designation (Owner/Partner/CEO) Owner

Address 201, City Point, Dhole Patil Road, Pune -411032

Pin Code 4110032

E-mail [email protected]

Telephone no. +91-020-66226622

Fax No. +91-020- 66226626

16 Details of alternatives sites examined, if any. Location of these site should be shown on topo sheet

Not Applicable

17 Interlinked Projects Not Applicable

18 Whether separate application of interlinked project has been submitted?

Not Applicable

19 If yes, date of submission Not Applicable

20 If no, reason --

21

Whether the proposal involves approval/clearance ; Under if yes details of the same and their status to be given 1. Forest (Conservation) Act, 1980? 2. Wildlife (Protection) Act, 1972? 3. 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 involved (hectors ) No forest land involved

24

Whether there is any litigation pending against the project and/or land in which the project is proposed to be set up? (a) Name of the court (b) Case no. (c) Orders/Directions of the court , if any and its relevance with the proposed project

No, Not Applicable



(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 Please Refer

Annexure I : Location Map

Annexure II : Layout plan

Annexure III : Contour map

1.2 Clearance of existing Land,

vegetation and building?

No No clearance of existing trees is required. No

existing building or trees present on site land is

completely unutilized and barren land.

1.3 Creation of new land uses? Yes As stated in Point 1.1

1.4 Pre-construction investigation

e.g. borehole, soil testing?

Yes Soil testing is done on the project site.

Please refer Annexure XVIII: Soil

Investigation Report

1.5 Construction works Yes The proposal pertains to construction of

Residential complex. Please refer

Annexure IV: Area statement

1.6 Demolition work No Land is lying unutilized and no demolition is

involved.

1.7 Temporary sites used for

construction works or housing of

construction workers?

No No housing at site. The workers from nearby

areas will be engaged in construction activity.

1.8 Above ground buildings,

structures or earthworks

including linear structures, cut

and fill or excavations

Yes Excavation for foundation is prominent activity.

The debris and rubble removed would be used

as filling material for leveling and for road

construction. Top soil will be stored for

landscaping



1.9

Underground works including

mining or tunneling?

No Not Applicable as the proposal pertains to

construction of Residential Complex 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 Residential complex.

1.14 Facilities for storage of goods or

materials?

No Temporary storage Godown will be provided for

storage of construction material on site.

1.15 Facilities for treatment or

disposal of solid waste or liquid

effluents?

Yes Please refer Annexure XII : Details of Solid

Waste Generation and Disposal

1.16 Facilities for long term housing

of operational workers?

No The workers from nearby areas will be engaged

in construction activity

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. Please refer

Annexure VI: Parking and Traffic

management plan

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 increase in some road traffic. In

construction phase 10-12 trucks per day. JCB

may play 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

The site comes under Town planning area.

1.20 New or diverted transmission

lines or pipelines?

No Not Applicable

1.21 Impoundment, damming,

culverting, realignment or other

No Not Applicable.



changes to the hydrology of

watercourses or aquifers?

1.22 Stream crossing? No Not Applicable

1.23 Abstraction or transfers of water

from ground or surface waters?

No Not Applicable

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 Transport of raw material to the site for

construction by Truck / Dumper.

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 since there is no

Decommissioning.

1.28 Influx of people to an area in

either temporarily or

permanently?

Yes Please refer Annexure V: building

configuration, occupancy

1.29 Introduction of alien species?

No No, Project proponent have proposed all the

indigenous species

1.30 Loss of native species or genetic

diversity?

No Not Applicable.

1.31 Any other actions? No No other action with reference to construction

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/N

o

Details thereof (with approximate

quantities /rates, wherever possible)


2.1 Land especially undeveloped or

agricultural land (ha)

No Not Applicable as land is vacant unutilized

and Barren.

2.2 Water (expected source &

competing users) unit: KLD

Yes Construction phase: Water supply

required during construction will be fulfilled

by tankers

Operation Phase: source of water during

operation is Gram Panchayat,Wagholi

Please Refer Annexure VII: Water

Budget.

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

project there will be no use of major

minerals for construction.

2.4

Construction material – stone,

aggregates, sand / soil (expected

source – MT)

Yes

Materials will be procured from authorized

Dealer (Please Refer Annexure XVII:

List of Building material)

2.5 Forests and timber (source – MT) No No wood or timber will be used at greater

extent during construction phase by

project proponent.

2.6 Energy including electricity and fuels

(source, competing users) Unit: fuel

(MT), energy (MW)

Yes Please Refer

Annexure XIV: Details of Energy

requirement and Energy Conservation

measures.

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.

Information/Checklist

confirmation

Yes/No Details thereof (with approximate

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 No use of hazardous substances.

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?

No Project will not negatively affect welfare

of people.

3.4 Vulnerable groups of people who

could be affected by the project

e.g. hospital patients, children, the

elderly etc.

No People will not be affected by project

rather since project aimed to provide

good infrastructure and amenities to

people in operation phase.

3.5 Any other causes No No use or storage of harmful or

hazardous material within the project

area during construction and operation

phase.

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

(MT/Month)

Sr.

No.


confirmation




4.1 Spoil, overburden or mine wastes Yes Debris, excavated material for foundation



will be used as filler material for low lying

areas.

4.2 Municipal waste (domestic and or

commercial wastes)

Yes Please Refer

Annexure VII :Details of generation

and Disposal of Solid Waste

4.3 Hazardous wastes (as per

Hazardous Waste Management

Rules)

No No hazardous waste will be generated.

4.4 Other industrial process wastes

No Not Applicable. Since the project under

reference is residential construction

project.

4.5 Surplus product

No Not Applicable.

4.6 Sewage sludge or other sludge

from effluent treatment

Yes Sewage Sludge will be used as manure

after treatment.

4.7 Construction or demolition wastes Yes Construction waste will be used for roads

and as fill material for leveling and road,

pathway construction.

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 is done prior to project

4.10 Agricultural wastes No Not Applicable

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

Sr. No. Information/Checklist

confirmation




5.1 Emissions from combustion of fossil

fuels from stationary or mobile

Yes Vehicular movement, energy back up DG

sets, will be sources of air pollution.



sources

5.2 Emissions from production

processes

No Not Applicable since the project under

reference is Residential construction

project & there is no manufacturing

process involved.

5.3 Emissions from materials handling

including storage or transport

No Not Applicable since use of ready mix

concrete Containing fly ash will be done

for construction.

5.4 Emissions from construction

activities including plant and

equipment

Yes Dust emissions may occur during

excavation and earthwork proper care

will be taken to reduce dust emission.

Please refer EMP

5.5 Dust or odors from handling of

materials including construction

materials, sewage and waste

Yes Dust will be generated during transport

and handling of material.

5.6 Emissions from incineration of

waste

No No incineration of waste will be carried

out at site.

5.7 Emissions from burning of waste in

open air (e.g. slash materials,

construction debris)

No No burning of waste will be carried out at

site.

5.8 Emissions from any other sources No None as this project pertains to

construction of Residential Project.

6. Generation of noise and vibration and emissions of light and heat:

Sr.

No.


confirmation




6.1 From operation of equipment e.g.

engines, ventilation plant, crushers

Yes Construction phase:

The significant source of noise pollution

will be the machinery used for

construction and vehicular movement.

Operation phase:



During operation phase the only source

of noise will be operation of mechanical

equipment, vehicular traffic and DG sets

however, and these will be operated

during emergency only.

6.2 From industrial or similar processes No Not Applicable

6.3 From construction or demolition

Yes Due to construction machinery / vehicle

movement. However, site is vacant and

no demolition is involved.

6.4 From blasting or piling No No blasting will be carried out.

6.5 From construction or operational

traffic

Yes No Significant disturbance due to traffic

noise during construction and operation.

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




7.1 From handling, storage, use or

spillage of hazardous materials

No No handling storage or use of hazardous

waste is envisaged

7.2 From discharge of sewage or other

effluents to water or the land

(expected mode and place of

discharge)

No The treated sewage from STP will be

utilized for gardening & flushing thus

there will be no impact on the

surface/ground water.

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 Refer 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 Operation phase of project will be only

residential hence no question of long

term building of pollutants. Construction

phase will be only for few months

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

human health or the environment:

Sr.

No.


confirmation


quantities/rates, wherever possible) with

source of information data

8.1 From explosions, spillages, fires etc

from storage, handling, use or

production of hazardous

substances

No Not Applicable as no hazardous substances

are proposed to be used at site.

8.2 From any other causes No Not Applicable

8.3 Could the project be affected by

natural disasters causing

environmental damage (e.g. floods,

earthquakes, landslides, cloudburst

etc)?

No The area is not subject to flooding as

Maharashtra Irrigation Department.

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 a activities in the locality.

Sr.

No.


confirmation




9.1 Lead to development of supporting.

facilities, ancillary development or

development stimulated by the

project which could have impact on

No Not Applicable

The site and nearby areas are developed

with good supportive infrastructure Like

roads, transport facility, entertainment



the environment e.g.:

Supporting infrastructure (roads,

power supply, waste or waste

water treatment, etc.)

• Housing development

• Extractive industries

• Supply industries

• Other

and hospitals.

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 Since there are only 2-3

projects were going on in nearby areas

of the site

(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

None Not Applicable

2 Areas which are important or

sensitive for ecological reasons -

Wetlands, watercourses or other

water bodies, coastal zone,

biospheres, mountains, forests

None Not Applicable

3 Areas used by protected, important or None Not Applicable



sensitive species of flora or fauna for

breeding, nesting, foraging, resting,

over wintering, migration

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

Yes Project site is well connected by roads to

various ways of Pune.

7 Defense installations No Not applicable

8 Densely populated or built-up area

Yes Project located in developing area of Pune

city

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 (ground

water resources, surface resources,

forestry, agriculture, fisheries,

tourism, minerals)

No Not Applicable

11 Areas already subjected to pollution

or environmental damage. (Those

where existing legal environmental

standards are exceeded)

None 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)

Nil Not Applicable



“I hereby give 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 may be rejected

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

Date:

Place: Pune

Signature of the Applicant

Mr. Aslam Haji

201, City Point Dhole Patil Road, Pune-411032

1

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 program)

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 landuse must conform to the

approved Master Plan / Development Plan of the area. Change of landuse if any

and the statutory approval from the competent authority are submitted). Attach

Maps of (i) site location, (ii) surrounding features of the proposed site (within

500 meters) and (iii) the site (indicating levels & contours) to appropriate scales.

If not available attach only conceptual plans.

Name and address of the project : Proposed Residential & Commercial

Construction Project at Plot 662

Location of the project

Name of the Place : Plot 662, Wagholi, Dist. Pune.

Tehsil

District :

Haveli

Pune

Latitude/Longitude Nearest : Latitude: 18035’05.43” Longitude: 74o00’00.78”

The land use of the area is purely residential and the project would not alter the existing land

use. As per Development Plan of Town Planning (sanctioned by State Government), residential

cum commercial development on this plot is permissible; the plot under reference has been

lying unutilized previously. The plot is leveled with no major undulations.

Please refer Following

• Annexure I: Location Map

• Annexure II: Layout Map

• Annexure III : Contour Map

2

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.

A Area Break up Total Plot Area 20,400 Sq. m

Total Built up area 34,128.36 Sq. m

Please Refer Annexure IV :Area statement

B Vehicular Parking

Details

Vehicular parking will be provided as per NBC/DC rules

Please refer Annexure VI: Parking plan and parking

statement

C Water Requirement &

Sources

Source of water for will be tanker during operational phase

Please refer Annexure VII: Water requirement of the

project and water balance statement.

D Power Power supply will be through MSEDCL during operation

phase. Please refer Annexure XIV: Details of energy

and fuel requirement of the project

E Connectivity RAILWAY: Pune railway station on Central Railway is at a distance of at 14 km.

AIRWAY: Lohagaon Airport is about 6 km from site

ROADWAY: Nagar Road is 0.06 km away from site.

F Community Facilities Schools- Lexicon International School, Kidzee School

Colleges: Lexicon Institute of Management, JSPM College Hospitals- Sushrusha Hospital, Jeevan Dhara Hospital. Gardens, Market, Recreation ,Hotels are in vicinity of project

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

adjacent to the proposed site? (Such as open spaces, community facilities,

details of the existing land use, disturbance to the local ecology)

The site is located in developing area of Pune city. The project proponents have proposed

a design, which has minimum stilt area enabling more and more open spaces for

recreation. There would be no impact on community facilities and land use as it is already

a Residential area. Land use map is enclosed for reference. As regards to the disturbance

to local ecology, it is note worthy that the land is barren at present and the project

proponents have proposed for a landscape. In view of this, the project will not have any

adverse impact rather the positive impact as far as greenery and ecology is concerned.

3

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).

No. There will no significant land disturbance as the land is leveled. Soil profile of sub-

surface is given as the land has been lying unutilized, thus there is no possibility of soil

erosion/subsidence etc. The Pune city is in seismic zone III and entire construction will be

done considering the above.

Seismic Environment & Precautions commitment

Pune lies in the seismically active zone of Koyna Region, which is about 100 km south of

Pune. Pune has recently been upgraded to lie in the zone III, which is the second most

dangerous seismic zone in India. Consequently, Pune has experienced some moderate-

intensity and many low-intensity earthquakes. Although earthquakes were not known to

have originated in Pune itself, an earthquake of a very slight intensity took place in Pune

that had its epicenter in Dehu, about 13 km from the main city.

1.5 Will the proposal involve alteration of natural drainage systems? (Give details

on a contour map showing the natural drainage near the proposed project site)

The proposed development is planned in such a manner that it will not alter the existing

drainage pattern of the area Please refer Annexure III for contour Map of project

site.

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)

Earth work will be required only for foundation activity. Land is leveled with no major

undulations. Some backfilling will be done using debris removed from exaction during

foundation.

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

construction period.

Sub-stratum removed will be used for back filling the plinth/foundation in order to bring

formation level of plot above the road level to facilitate storm water drainage. The landfill

able part of waste from use of construction raw materials/building materials will also be

used for filling up the plot. Balance if any will be utilized as fill material in other

construction site in vicinity by the proponents.

Please refer Annexure VII for water requirement Annexure XVI construction material.

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)

No wetland or low laying areas are altered due to construction please refer contour map

4

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)

Waste will also be generated during building construction due to use of various raw

material. This waste-stream will largely comprise of primary materials such as cement

metal and quarried natural aggregates. Dose not cause any health hazard

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.

Project comes under Town Planning. At time of operation, source of water will be Gram

Panchyat Undri Please refer Annexure VII: water requirement of the project and

water balance statement. Requirement of flushing and gardening will be fulfilled by

recycled water

2.2 How much of the water requirement can be met from the recycling of treated

wastewater? (Give the details of quantities, sources and usage)

35 % of total water requirement will be met through recycled water Please refer

Annexure VII: Water requirement and water balance.

2.3 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 as there is no diversion of water from other users. Source of water is

Wagholi Gram Panchayat.

2.4 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)

Please Refer Annexure VI for quality and characteristics of waste water generation.

2.5 Give details of the water requirements met from water harvesting? Furnish

details of the facilities created.

Rain water harvesting is done to recharge ground water table. Daily water requirement

Environment Management Plan 1

Environment Management Plan

Environment friendly housing is an emerging concept in field of construction. Environmental Management

can help this approach for protection of environment within and outside projects premises. Though

construction project does not involve pollution through industrial process, or industrial effluent but is a

larger developmental activity due to major inflow of people, and construction activity. Environment

management will provide an eco-friendly lifestyle to people staying within project area and fulfill statutory

requirement as well.

Objectives of Environment Management Plan

1. Resource Minimization

2. Mitigation of Environmental impacts during construction as well as operational phase.

3. Improve and beautify biological aesthetic status of premises

4. Improvement of Air, water, land environment of project area.

It is emphasized that many of the protective and enhancement measures can be implemented by

adopting suitable planning and design criteria during construction of the project. Further, it is necessary

that the resources required for the mitigation/protection, enhancement measures and monitoring are

provided for in the cost estimates of the project, to ensure proper implementation.

1.0 AIR ENVIRONMENT:

1.1 Construction Phase

a) Mobile source emissions

I. Transportation of raw materials required for construction will be carried out during non-

peak hours.

II. Parking of delivery trucks or other equipment will not be permitted on public road during

unloading or when not in active use.

III. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix

concrete carried in enclosed container will be used, which is a better option as compared to

on site batch mixing.

IV. Use of Dust Control measures during material transport like Water Sprinkling, Covering the

trucks.

b) For stationary source emissions:

I. Most of the machinery related to construction will be located close to construction area for

ease of handling. Machinery such as crushers, conveyers and mixers will be screened with

sheets of suitable material to reduce generation of suspended particulate matter and

noise.

II. Areas prone to fugitive dust emissions due to activities such as excavation, grading sites

and routes of delivery vehicles across patches of exposed Earth, will be frequently water

sprinkled to prevent re-entrainment of dust.

Apart from these, equipment/machines and vehicles will always be kept in good state of repair to

minimize emissions. Low emission vehicles/equipment should be used wherever feasible.

Construction areas will be enclosed, wherever possible.


1.2 Operation Phase:

• Use of 1 DG set as per CPCB norms; HSD used as fuel

• Optimum Air to Fuel ratio for Reduced NOx Levels

• Adequate Parking provision with driveways

• Effective traffic management

• Ventilation for basement parking

• Half yearly monitoring will be done

2.0 NOISE ENVIRONMENT


• Barricades along the periphery of the Site

• Ear Plugs for Laborers

• DG set: Acoustic enclosure for noise control

• Work to be carried out only during day time to avoid noise pollution at night times

2.2 Operation Phase


• Adequate plantation which will act as external noise barrier for the residents


3.0 WATER ENVIRONMENT:


• Construction water requirement met through tankers

• Monitoring of surface and ground water for change in quality due to construction activity.

• Drinking water analysis

• Provision of temporary toilets with proper disposal of sewage through public sewer line

• Use of tanker water for construction

3.2 Operation Phase

We will install scientifically designed Rain Water Harvesting System, Sewage Treatment Plant.

Rainwater harvesting system will have two-fold objective:

1. To utilize rain water available on the plot in direct way or indirect way to reduce the load on

water supply system.

2. To minimize the storm water drainage load to avoid water logging locally as well as on larger

scale.

The total water collected by rainwater harvesting on the plot will be used for Ground water recharge

which would increase ground water table of the area and reduce storm water quantity. We will

implement properly designed storm water drains.

Objective of Sewage Treatment will be to treat waste water so that it can be re-used for toilet flushing

and gardening. Balance water will be let out to Municipal Sewer line. Sewage treatment provided is highly

sophisticated to treat sewage up to tertiary level. Low water consuming fixtures such as electronic

activated taps will be used in the toilets to reduce water consumption.

Other Measures includes;

• Awareness campaign for residents about effective treatment and recycling of treated waste

water, and rain water harvesting.


• We will provide Water Treatment Plant

• Provision of STP with tertiary treatment and disinfecting facility

• Quarterly monitoring for STP inlet & outlet

• Rain water harvesting with 11 No. recharge pits

• Use of recycled water for flushing, gardening

• Strom water drainage will be properly maintained.

5.0 LAND ENVIRONMENT

5.1 Resource Management:

The resources such as sand, metal etc will be taken from Govt. owned / approved agencies. One of the

impacts on the land environment during construction phase is the requirement of construction materials

as identified. It is proposed to use fly ash to partially offset use of cement in the construction. This will

reduce sand requirement by about 20% & will also solve the problem of fly ash disposal.

The proposed project involves removal of sub-stratum during excavation for foundation. The impact of

excavation for foundation will be reduced due to use of excavated material / debris generated for filling

purposes and for road construction.

The solid waste generated due to packaging material will preferably be recycled and / or reused.

5.2 Solid Waste Management:

During construction, solid waste will be mostly construction and demolition waste and most of this waste

will be utilized as filling material or for road construction.

During operation phase management of solid waste will be done through eco friendly method.

Segregation of waste at the source in to biodegradable and Non-biodegradable waste is prime concern.

Biodegradable waste will be treated through organic waste convertor. Manure will be used in own

landscape.

5.3 Traffic Management:

Another impact identified during studies is the minor increase in traffic volume in the area in construction

phase (because of the movement of trucks carrying raw materials) & in operation phase (due to vehicles

movement for ferrying building occupants)

Special care will be taken during transportation of construction material like cement, sand, aggregate etc

as such material would be transported from various material suppliers. Since road transport is

unavoidable, such movement will be carried out during non- peak hours as far as possible.

The entry/exit to the site will be with adequate curvature at turning so that vehicles coming out /

entering the building do not impinge on road traffic directly. As far as possible, material carrying trucks

should be parked inside the complex & should not be parked on public road.

6.0 GUIDELINES FOR BIO-AESTHETIC MANAGEMENT

6.1 Green belt/Landscape Management

Greenbelt is important feature as far as landscape of the premises as well as biological environment

is considered.

Purpose

1. Enhancement of aesthetic value of the area

2. Proposed project is Residential Complex so proper landscape management is necessary to

beautify the area.


3. Help to reduce Air and Noise pollution.

Prior to plantation of trees Ecological value as well as aesthetic value of tree species should be

considered.

6.2 Plantation Specifications:

Trees should be planted in 1 cu. m pits. The tree pits should preferably be in a row that is not

concretized, with exposed ground, to facilitate infiltration of more water into the ground and healthy

growth of root system. Good anchorage would help minimize uprooting of trees during unfavorable

weather conditions.

The pit should be filled with an even mixture of red earth, sand and farmyard manure. Saplings should be

healthy 3-year old in age to ensure better survival. Trees should be watered on alternate days during dry

season, for 4-5 years. Weekly watering is often required at later stage of growth.

During this growing period, care should be taken to ensure that the tree is growing vertically and is

without horizontal branches. Any branch appearing within 8 feet from ground should be removed by

sawing at the trunk level.

6.3 Some Recommended species for plantation:

Annona squamosa

Bauhinea purpurea

Cassia fistula

Erythrina indica

Lagestromia flosreginea

Manikara zapota

Michellia champaca

Murraya koengii

Nyctanthes arbortristis

Peltopherum

Plumeria alba

Plumeria rubra

Pongamia pinnata

Saraca indica

Spathodea campanulata

Syzygium jambos

Tabebuia argentia

Tabebuia rosea

Shrubs should be planted between trees, in the same way as the trees but in smaller pits (0.3 x 0.3 x 0.3

m).

7.0 SOCIO ECONOMIC ENVIRONMENT

The proposed construction project is specifically demarcated for residential development. Thus, there

would not be any adverse impact on local population due to the project. This is seen as a positive impact

on socio-economic environment as it will create additional jobs & give thrust to development of services

sector in the city.


7.1 Construction phase:

The health and safety of the workers for the construction project should be ensured by:

• Adequate drinking water, toilet and bathing facilities for workers

• Personal protective and safety equipments will be provided.

• Doctor & First aid facility for workers

• Crèche for children of workers

• Regular health check up for workers

• Educational and awareness program for safety measures


For safety purpose during operational phase

• Awareness programs regarding socio-economic impacts of residential projects on

surrounding area.

• Environmental and safety awareness programs for surrounding area.

• Disaster management/Emergency preparedness plan will be explained with the help of

experts.

In addition, we will construct a compound wall of 1.5 M height and plant the trees within premises along

compound wall, to attenuate the noise level.

Periodic inspection and maintenance of all water storage tanks should be carried out at regular intervals

to prevent outbreak of waterborne diseases

8.0 Environment Management Responsibilities

During construction phase, contractors as well as site-in-charge will be responsible for implementing all

the mitigation measures recommended.

Planting of trees on open spaces and road-side should be initiated during construction phase itself. In

operational phase, the work should be continued along with post-monitoring of planted area. An officer

will be appointed by us to ensure monitoring and inspection during construction period as explained

above.

Environment Management cost:

Table 2: Capital Cost:

Sr.

No. Particular

Capital cost

(INR)

O & M Cost

(INR/annum)

1 Sewage Treatment Plant 40.0 4.0

2 Solid waste Management 24.0 2.5

3 Rain water Harvesting 10.0 0.5

4 Green belt development 20.0 5.0

5 Storm water networking 30.0 1.0


7 Non conventional Energy 80.0 3.0

8 Environmental Expenditure --- 1.25

9 Safety Training & Awareness 5.0 ---

Total 209.0 22.5

Table 3: Monitoring plan at operation phase:

Details Parameters Frequency Cost/p.a.

Ambient Air PM10,PM2.5,SO2, NOx Six monthly 12,000

DG stack TS,SO2,NOx Six monthly 9000

Noise Ambient Noise level Six monthly 4500

STP waste

water

pH, TDS, TSS,COD,BOD,Oil &

grease, Residual chlorine,

Ammonical Nitrogen,

Phosphorus, Total nitrogen,

coliforms

Quarterly 24,500

Manure from

solid waste

pH, C:Nratio, organic carbon,

Total nitrogen, Total

Phosphates, Total Potassium

Quarterly 25.000

Env. Audit 50,000

Total 1,25,000

5

will get fulfilled by Wagholi Gram Panchayat and recycled water will be used for

gardening and flushing

Please refer Annexure X: Rain water harvesting potential and flow calculations

and Drawing of Rain water harvesting pit

2.6 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?

Strom water management will be done by project proponent at project site with

arrangement of rain water harvesting pits. Overflow will be connected to municipal storm

water drainage line. Hence no problem of flooding will occur in construction and

operation phase as well.

2.7 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)

There will be positive impact on ground water table of the area. Rain water harvesting

will be done to recharge ground water of the area. Ground water will not be used in any

case during construction or operation.

2.8 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 plot is located in developing area. The run-off during construction period will be

diverted to municipal storm water system and during operation phase development of

landscape and rain water harvesting techniques will reduce runoff from the area.

2.9 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 drains in the area are closed type. The drains are laid along roads &

carry the water to the Municipal storm drain. Please refer External storm water drainage

layout of the area.

2.10 Will the deployment of construction laborers particularly in the peak period

lead to unsanitary conditions around the project site (Justify with proper

explanation)

6

No, there will be no unsanitary conditions around the site. as the workers will not live

within the plot. & the workers will be provided with toilet, which will be connected to a

septic tank. Thus, there will be no impact on surrounding due to sewage disposal.

2.11 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)

Sewage Treatment Plant will be provided. Please Refer annexure VIII

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

of toilets or any other use.

Recycled water from sewage treatment plant after tertiary treatment will be used 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)

Since there is no flora existing at site, there is no threat to bio-diversity. Further, the

project proponent proposes to plan adequate green belt. Green belt details enclosed.

3.2 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)

Landscape plan and Tree plantation Details - Annexure XIII

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)

Landscape plan and list trees enclosed as Annexure XIII

7

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.

Not Applicable as site is located in fully urbanized area i.e in the developing area of Pune

City

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

Not applicable

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

impacts on fauna.

Not applicable

5 Air Environment

5.1 Will the project increase atmospheric concentration of gases & result in heat

islands? (Give details of background air quality levels with predicted values

based on dispersion models taking into account the increased traffic generation

as a result of the proposed constructions)

The impacts during construction phase will be temporary and will be restricted to

dust/particulates during land development and construction. During operation phase only

impacts will be due to traffic to ferry occupants to city area. The site was previously a

vacant land. Thus, there will be no increase in air pollution due to traffic.

During the construction phase due to excavation activity, dust emissions are expected. All

other emission sources are intermittent and include emissions from materials transport,

from heavy vehicles on site etc. During Operational phase minimal impacts on air quality

due to vehicular emissions in the premises and emissions from DG sets while in operation

are expected.

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.

Impacts of dust generation during construction will be felt to a slight extent by people

living on adjacent plots. To reduce these impacts following measures are proposed:

8

� Temporary barriers to be erected to reduce dust impact to nearby areas.

� Water sprinkling during construction to reduce dust emissions.

� Trucks only to ply during day time

� Use of ready mix concrete carried in enclosed container

� Dust covers on trucks used for transportation of material

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

The proposed project will not create shortage of parking space for vehicle as adequate

parking space is proposed for the Residential Complex. Parking Plan is attached as

Annexure VI

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

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

Traffic Management Will be as follows

• Internal roads

• Pathways

• Driving instructions along with parking and site map will be displayed at

appropriate place for visitors as well as for residents

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.

Traffic noise and vibration will increase during construction/ operation phase.

Measures during construction phase:

� Temporary barriers to be erected to reduce dust impact to nearby areas.

� Trucks only to ply during day time

� Plantation of trees to reduce effects of noise pollution

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.

DG sets will be used only in emergencies during power failure. The proponents will ensure

that DG Sets are supplied by standards suppliers. The DG Sets shall be provided with the

acoustic enclosures to control the noise completely.

9

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?

As the site is located residential area, there is no question of building being obstacle to view or

scenic amenity or landscape,

6.2

.

Will there be any adverse impacts from new constructions on the existing

structures? What are the considerations taken into account?

There will be no adverse impacts on the existing structures within vicinity. As project will have

minimum stilt area with lot of open space around it.

6.

3.

Whether there are any local considerations of urban form & urban design

influencing the design criteria? They may be explicitly spelt out.

Not Applicable

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

There are no anthropological / archaeological sites or artifacts nearby proposed project within

1Km.

7. Socio-Economic Aspects

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

population? Provide the details.

The proposal involves construction of residential Complex but the development comes

under Town Planning hence not much affects the demographic structure.

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

Social infrastructure is well built as plot is in the developed area of Pune.

School/Hospitals/Residential buildings etc. exists nearby Along with these good

communication and transport facilities are available

7.3. Will the project cause adverse effects on local communities, disturbance to

sacred sites or other cultural values? What are the safeguards proposed?

10

Not Applicable

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)

No use of energy efficient processes or specialized building material for energy

conservation.

8.2. Transport and handling of materials during construction may result in

pollution, noise & public nuisance. What measures are taken to minimize the

impacts?

Special care will be taken during transportation of construction material like cement,

sand, aggregate etc as considerable quantities of such material would be transported

from various material suppliers. Since road transport is unavoidable, such movement will

be carried out during non- peak hours as far as possible

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

savings achieved?

Waste generated during building construction due to use of various raw materials will

largely comprise of primary materials such as cement, metal and quarried natural

aggregates. Part of the sub-stratum removed will be used for back filling the

plinth/foundation in order to bring formation level of plot above the road level to facilitate

storm water drainage. A part of raw material waste will also be used for filling up the

plot. Fly ash utilization will be up to 20 % in concrete blocks and other non-load bearing

construction

8.4. Give details of the methods of collection, segregation & disposal of the

garbage generated during the operation phases of the project.

The project proponents have proposed installation of Garbage Room to collect solid

waste. The garbage will be segregated and recyclable waste will be disposed through

recyclers. The biodegradable waste will be composted by organic waste convertor and

utilized as manure. Note on Solid waste Management is attached as Annexure

XII

11

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?

Please Refer Annexure XIV Energy and fuel consumption and other details of

energy conservation.

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?

1. Increase natural source of light through glazed windows

2. Provision of 230 mm thick brick wall to filter heat radiation in to room thereby

reducing electrical heating

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

Illustrate the applications made in the proposed project.

Orientation of building will be designed so as to use of maximize natural daylight.

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.

Solar street lights will be provided to reduce energy usage in the operation phase

9.6 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?

Building has been oriented in North -South the walls on East and south will have

minimum openings. Also roof will be provided with top deck insulation. About 25%

energy saving is expected due to reduced consumption for air conditioning.

9.7 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

12

Not Applicable

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?

Not Applicable as this is a relatively small development to result in climate change

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.

Not Available

9.10 Precautions & safety measures are proposed against fire hazards? Furnish

details of emergency plans.

Precautions & safety measures are proposed against fire hazard Refer Annexure XV

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

including emissive and thermal characteristics.

Not Applicable

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

are mitigating the effects of infiltration.

Not Applicable

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.

Not applicable

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. Environment Management Plan is enclosed

13


Environment Management Plan

Environment friendly housing is an emerging concept in field of construction. Environmental Management

can help this approach for protection of environment within and outside projects premises. Though

construction project does not involve pollution through industrial process, or industrial effluent but is a

larger developmental activity due to major inflow of people, and construction activity. Environment

management will provide an eco-friendly lifestyle to people staying within project area and fulfill statutory

requirement as well.

Objectives of Environment Management Plan

1. Resource Minimization

2. Mitigation of Environmental impacts during construction as well as operational phase.

3. Improve and beautify biological aesthetic status of premises

4. Improvement of Air, water, land environment of project area.

It is emphasized that many of the protective and enhancement measures can be implemented by

adopting suitable planning and design criteria during construction of the project. Further, it is necessary

that the resources required for the mitigation/protection, enhancement measures and monitoring are

provided for in the cost estimates of the project, to ensure proper implementation.

1.0 AIR ENVIRONMENT:


a) Mobile source emissions

I. Transportation of raw materials required for construction will be carried out during non-

peak hours.

II. Parking of delivery trucks or other equipment will not be permitted on public road during

unloading or when not in active use.

III. To minimize dust emissions due to trucks carrying cement, gravel, sand to site, ready mix

concrete carried in enclosed container will be used, which is a better option as compared to

on site batch mixing.

IV. Use of Dust Control measures during material transport like Water Sprinkling, Covering the

trucks.

b) For stationary source emissions:

I. Most of the machinery related to construction will be located close to construction area for

ease of handling. Machinery such as crushers, conveyers and mixers will be screened with

sheets of suitable material to reduce generation of suspended particulate matter and

noise.

II. Areas prone to fugitive dust emissions due to activities such as excavation, grading sites

and routes of delivery vehicles across patches of exposed Earth, will be frequently water

sprinkled to prevent re-entrainment of dust.

Apart from these, equipment/machines and vehicles will always be kept in good state of repair to

minimize emissions. Low emission vehicles/equipment should be used wherever feasible.

Construction areas will be enclosed, wherever possible.



• Use of 1 DG set as per CPCB norms; HSD used as fuel

• Optimum Air to Fuel ratio for Reduced NOx Levels

• Adequate Parking provision with driveways

• Effective traffic management

• Ventilation for basement parking


2.0 NOISE ENVIRONMENT


• Barricades along the periphery of the Site

• Ear Plugs for Laborers


• Work to be carried out only during day time to avoid noise pollution at night times

2.2 Operation Phase


• Adequate plantation which will act as external noise barrier for the residents


3.0 WATER ENVIRONMENT:


• Construction water requirement met through tankers

• Monitoring of surface and ground water for change in quality due to construction activity.

• Drinking water analysis

• Provision of temporary toilets with proper disposal of sewage through public sewer line

• Use of tanker water for construction

3.2 Operation Phase

We will install scientifically designed Rain Water Harvesting System, Sewage Treatment Plant.

Rainwater harvesting system will have two-fold objective:

1. To utilize rain water available on the plot in direct way or indirect way to reduce the load on

water supply system.

2. To minimize the storm water drainage load to avoid water logging locally as well as on larger

scale.

The total water collected by rainwater harvesting on the plot will be used for Ground water recharge

which would increase ground water table of the area and reduce storm water quantity. We will

implement properly designed storm water drains.

Objective of Sewage Treatment will be to treat waste water so that it can be re-used for toilet flushing

and gardening. Balance water will be let out to Municipal Sewer line. Sewage treatment provided is highly

sophisticated to treat sewage up to tertiary level. Low water consuming fixtures such as electronic

activated taps will be used in the toilets to reduce water consumption.

Other Measures includes;

• Awareness campaign for residents about effective treatment and recycling of treated waste

water, and rain water harvesting.


• We will provide Water Treatment Plant

• Provision of STP with tertiary treatment and disinfecting facility

• Quarterly monitoring for STP inlet & outlet

• Rain water harvesting with 11 No. recharge pits

• Use of recycled water for flushing, gardening

• Strom water drainage will be properly maintained.

5.0 LAND ENVIRONMENT

5.1 Resource Management:

The resources such as sand, metal etc will be taken from Govt. owned / approved agencies. One of the

impacts on the land environment during construction phase is the requirement of construction materials

as identified. It is proposed to use fly ash to partially offset use of cement in the construction. This will

reduce sand requirement by about 20% & will also solve the problem of fly ash disposal.

The proposed project involves removal of sub-stratum during excavation for foundation. The impact of

excavation for foundation will be reduced due to use of excavated material / debris generated for filling

purposes and for road construction.

The solid waste generated due to packaging material will preferably be recycled and / or reused.

5.2 Solid Waste Management:

During construction, solid waste will be mostly construction and demolition waste and most of this waste

will be utilized as filling material or for road construction.

During operation phase management of solid waste will be done through eco friendly method.

Segregation of waste at the source in to biodegradable and Non-biodegradable waste is prime concern.

Biodegradable waste will be treated through organic waste convertor. Manure will be used in own

landscape.

5.3 Traffic Management:

Another impact identified during studies is the minor increase in traffic volume in the area in construction

phase (because of the movement of trucks carrying raw materials) & in operation phase (due to vehicles

movement for ferrying building occupants)

Special care will be taken during transportation of construction material like cement, sand, aggregate etc

as such material would be transported from various material suppliers. Since road transport is

unavoidable, such movement will be carried out during non- peak hours as far as possible.

The entry/exit to the site will be with adequate curvature at turning so that vehicles coming out /

entering the building do not impinge on road traffic directly. As far as possible, material carrying trucks

should be parked inside the complex & should not be parked on public road.

6.0 GUIDELINES FOR BIO-AESTHETIC MANAGEMENT

6.1 Green belt/Landscape Management

Greenbelt is important feature as far as landscape of the premises as well as biological environment

is considered.

Purpose

1. Enhancement of aesthetic value of the area

2. Proposed project is Residential Complex so proper landscape management is necessary to

beautify the area.


3. Help to reduce Air and Noise pollution.

Prior to plantation of trees Ecological value as well as aesthetic value of tree species should be

considered.

6.2 Plantation Specifications:

Trees should be planted in 1 cu. m pits. The tree pits should preferably be in a row that is not

concretized, with exposed ground, to facilitate infiltration of more water into the ground and healthy

growth of root system. Good anchorage would help minimize uprooting of trees during unfavorable

weather conditions.

The pit should be filled with an even mixture of red earth, sand and farmyard manure. Saplings should be

healthy 3-year old in age to ensure better survival. Trees should be watered on alternate days during dry

season, for 4-5 years. Weekly watering is often required at later stage of growth.

During this growing period, care should be taken to ensure that the tree is growing vertically and is

without horizontal branches. Any branch appearing within 8 feet from ground should be removed by

sawing at the trunk level.

6.3 Some Recommended species for plantation:

Annona squamosa

Bauhinea purpurea

Cassia fistula

Erythrina indica

Lagestromia flosreginea

Manikara zapota

Michellia champaca

Murraya koengii

Nyctanthes arbortristis

Peltopherum

Plumeria alba

Plumeria rubra

Pongamia pinnata

Saraca indica

Spathodea campanulata

Syzygium jambos

Tabebuia argentia

Tabebuia rosea

Shrubs should be planted between trees, in the same way as the trees but in smaller pits (0.3 x 0.3 x 0.3

m).

7.0 SOCIO ECONOMIC ENVIRONMENT

The proposed construction project is specifically demarcated for residential development. Thus, there

would not be any adverse impact on local population due to the project. This is seen as a positive impact

on socio-economic environment as it will create additional jobs & give thrust to development of services

sector in the city.


7.1 Construction phase:

The health and safety of the workers for the construction project should be ensured by:

• Adequate drinking water, toilet and bathing facilities for workers

• Personal protective and safety equipments will be provided.

• Doctor & First aid facility for workers

• Crèche for children of workers

• Regular health check up for workers

• Educational and awareness program for safety measures


For safety purpose during operational phase

• Awareness programs regarding socio-economic impacts of residential projects on

surrounding area.

• Environmental and safety awareness programs for surrounding area.

• Disaster management/Emergency preparedness plan will be explained with the help of

experts.

In addition, we will construct a compound wall of 1.5 M height and plant the trees within premises along

compound wall, to attenuate the noise level.

Periodic inspection and maintenance of all water storage tanks should be carried out at regular intervals

to prevent outbreak of waterborne diseases

8.0 Environment Management Responsibilities

During construction phase, contractors as well as site-in-charge will be responsible for implementing all

the mitigation measures recommended.

Planting of trees on open spaces and road-side should be initiated during construction phase itself. In

operational phase, the work should be continued along with post-monitoring of planted area. An officer

will be appointed by us to ensure monitoring and inspection during construction period as explained

above.

Environment Management cost:

Table 2: Capital Cost:

Sr.

No. Particular

Capital cost

(INR)

O & M Cost

(INR/annum)

1 Sewage Treatment Plant 40.0 4.0

2 Solid waste Management 24.0 2.5

3 Rain water Harvesting 10.0 0.5

4 Green belt development 20.0 5.0

5 Storm water networking 30.0 1.0


7 Non conventional Energy 80.0 3.0

8 Environmental Expenditure --- 1.25

9 Safety Training & Awareness 5.0 ---

Total 209.0 22.5

Table 3: Monitoring plan at operation phase:

Details Parameters Frequency Cost/p.a.

Ambient Air PM10,PM2.5,SO2, NOx Six monthly 12,000

DG stack TS,SO2,NOx Six monthly 9000

Noise Ambient Noise level Six monthly 4500

STP waste

water

pH, TDS, TSS,COD,BOD,Oil &

grease, Residual chlorine,

Ammonical Nitrogen,

Phosphorus, Total nitrogen,

coliforms

Quarterly 24,500

Manure from

solid waste

pH, C:Nratio, organic carbon,

Total nitrogen, Total

Phosphates, Total Potassium

Quarterly 25.000

Env. Audit 50,000

Total 1,25,000

Annexure I

Location Map

Annexure for Residential cum commercial construction project –Plot 662

Area Statement Details

Sr. No Details Area in Sq. m

A Area as per 7/12 20,400.00

B Area not under N/A 1028.00

C Net gross plot 19372.00

D Deductions

a.9 m wide D.P. Road 687.35

E Net Plot Area (A - B) 18684.65

F Deductions

a. Amenity space 15% 2802.70

b. Open space 10% 1588.20

G Net plot area 14293.76

H Permissible FSI (1.10) 15723.13

I Paid FSI (0.20 of net plot) 2858.75

J Additions

a. 9 m wide D.P. road 687.35

K Permissible FSI 19269.23

L Proposed FSI 18263.92

Proposed residential area 16069.17

Proposed commercial area 2100.26

M Free of FSI Area 12242.57

Area statement for Amenity Building

N Net gross plot 2802.70

O Add

P Allowable FSI ( 0.75 of net Plot) 2102.02

Q Allowable 0.20 paid FSI (0.20 of net plot) 560.54

R Permissible FSI 2662.56

S Proposed FSI 2660.00

T Proposed Free of FSI 1056.36

U Total Construction Built Up area (L + M + S + T) 34,128.36

Annexure for Residential cum commercial construction project –Plot 662

Free of FSI statement

Sr. No. Details Residential

area in sq.m.

Amenity area

in sq.m.

1. Balcony 2490.23 399.00

3. Terrace 1727.04 --

4. Passage 1398.23 324.72

5. Staircase 1362.92 245.58

6. Lift /LMR 190.04 87.06

7. Club house 85.93 --

8. Refuge 57.96 --

9. Covered Parking 4583.00 --

Services 347.22 --

Free of FSI 12242.57 1056.36

Annexure for Residential cum commercial project-Plot 662

Building Configuration and Occupancy

S. NO

Types of Buildings

Configuration Height (m)

No of Tenements

Occupancy 2

BHK 2.5 BHK

A Residential

1 A B +G +11

40 0 200

2 B B + G+ 11

42 0 210

3 C B + G + 11

0 44 220

D B+ G + 11

0 44 220

E B + G + 11

0 44 220

Total Residential

82 132 1070

B Commercial

1 A G + 1

G.F.- 325 sq.m.

109

1st floor – 310 sq.m.

31

2 B G + 1

G.F.- 288 sq.m.

96

1st floor – 315 sq.m.

32

3 C G G.F. – 191 sq.m.

64

4 E G G.F. – 191 sq.m.

64

5 F G G.F. – 234

sq.m 78

6 Amenity Building

G + 3 2716 sq.m. 906

Total Commercial 1380

Proposed Construction Project at Plot 662

Water Demand and Water Budget

• Water demand

1 Total No. of Tenements 214

2 Population @ 5 per flat 1070

3

Assumed Water Consumption [LPCD]

135

4 Water Requirement [kl] 144

5

Fresh Water Requirement [kl] (90lit/day)

96

6

Flushing Water Requirement [kl] (45 lit/day)

48

7 Commercial Population 474

8 Water Requirement 45

9 Fresh Water Requirement [kl] (15 lit/day)

7

10 Flushing Water Requirement [kl] (30 lit/day)

14

11 Amenity Population 906

12 Fresh Water Requirement [kl] (15 lit/day)

14

13 Flushing Water Requirement [kl] (30 lit/day)

27

14 Landscape 10

Total water requirement 216


• Water Budget: For Residential & Commercial

• * 150 KLD = 130 KLD is for residential & 20 KLD for commercial

Total Fresh Water Demand 103 KL

Loss (10%) 10 KL

STP 93 + 56 = 149

(Capacity: 150* KLD)

Gardening 10 KL

Excess to Sewer line

77 KL

Total Treated WW Quantity 149 KL

Flushing 62 KL

Loss (10%) 6 KL


• Water Budget: For Amenity

Total Fresh Water Demand 14 KL

Loss (10%) 1 KL

STP 13 + 24 = 37

(Capacity: 37 KLD)

Gardening 10 KL

Excess to Sewer line

77 KL

Total Treated WW Quantity 37 KL

Flushing 27 KL

Loss (10%) 3 KL

Details of sewage treatment plant

The quantity of sewage is based on water supply consumption figures. The quantity of

sewage generation is about 80% of domestic water consumption. Domestic water

demand is 117 CMD. The sewage of about 149 CMD will be collected from 214 flats and

commercial complex. The Capacity of Sewage Treatment Plants will be 130 cum/day for

residential & 20 CMD for commercial.

For location of STP please Refer Annexure II: Layout Map

8.2 SEWAGE QUALITY

The wastewater generated is exclusively domestic in nature and hence quality of sewage

is known (as per standard range). The parameter would be as follows:

1 Design Parameters Inlet Outlet

a pH 6.5-8.5 6.5-7.5

b BOD mg/lit 250-300 <10

c COD mg/lit 350-450 <30

d Suspended Solid mg/lit 200-300 <10

e Oil & Grease mg/lit 10-15 <5

The plant will be designed for capacity 150 cum/Day (130 KLD for residential & 20 for

Commercial). The treated waste water will be recycled for gardening through

sprinklers/drip irrigation system and for Flushing. The excess treated water will be

disposed off in nearby municipal sewer. The plant will be constructed below Ground

Level the equipment room will also be located below Ground Level.

PROCESS - FLUIDIZED AEROBIC BIO-REACTOR (FAB):

The domestic sewage generated from residential complex will be collected in

equalization tank after passing through screen chamber. In equalization tank there will

be separate compartment for removal of oil and grease. Floating oil will be removed

manually and collected in oil collection tank by gravity. From equalization tank oil free

raw sewage will be pumped to FAB tank.

The FAB consists of tank filled with special media. These media are made of specially

developed material of control density such that they can be fluidized using an aeration

device. A bio film develops on the media which moves along with the effluent in the

reactor. The movement within the reactor is generated by providing aeration with the

help of diffusers placed at the bottom of the reactor. The thin bio film on the media

enables the bacteria to act upon the bio degradable matter in the effluent and reduce

BOD/COD content in the presence of oxygen from the air that is used for fluidization.

The aerated liquid will overflow to tube settler for separation of solids from liquid. The

settled sewage will be collected in intermediate storage tank & then will be pumped

through sand filter, activated carbon filter and Ozonation system to treated water

storage tank. From storage tank, treated sewage can be reused for flushing/gardening.

The sludge from settling tank will be pumped to FAB tank to maintain desired MLSS

concentration in FAB tank as return sludge (optional) while excess sludge will be stored

in sludge holding tank. This sludge further pumped to sludge dewatering system. The

dried sludge will be used as manure.

1.0 INTRODUCTION Selection of technology for sewage treatment should be on criteria such as plant

which work without electricity, require minimum maintenance and most importantly,

the technology should be self-sustainable. National Environmental Engineering

Research Institute (NEERI), Nagpur has developed a novel technology based on

natural method of treatment of sewage using constructed wetlands. The technology

is named as PHYTORID and is well patented nationally and internationally.

Use of plant species along with their root system along with the natural attenuation

processes can be combined together to get the Phytorid Technology. It is one such

technological solution, which can be easily implemented in cities as well as in rural

areas for treatment of wastewater. The system is based on use of specific plants

normally found in natural reed with filtration and treatment capability. This system can

be utilized for a wide variety of applications. It can be used for secondary and tertiary

treatment of municipal wastewater, sludge management, treatment of industrial or

agricultural effluent as well as for the treatment of landfill leachates.

PHYTORID technology is developed by NEERI for sewage treatment. NEERI is a

government research institute under Council of Scientific and Industrial Research.

This is one of the most reputed laboratories for environmental research and

consultancy. This technology has world patent to its credit. The national

environmental policy recommends use of constructed wetland systems for efficient

sewage treatment. Go Green Solutions is marketing technology as an authorized

licensee of PHYTORID.

2.0 SIMPLE SOLUTION FOR SEWAGE TREATMENT The main objective of the proposed project is to provide a simple, feasible, practically

sound, eco-friendly, maintenance free and cost-effective technology, which can

handle the sewage waste water treatment leading to reuse of treated water for

purposes like gardening.

PHYTORID is a scientifically developed systematic treatment methodology for waste water. � PHYTORID combines Physical, Biological and Chemical processes. � Works on gravity � No electric power requirement � Scalable technology

� Easy to maintain � Adds to aesthetics � Cost effective

3.0 TYPICAL DESIGN FEATURES The general concept design for the Phytorid system is presented in Figure 1.

However, the design may be further modified as per specifications and land

availability.

The sub-surface flow type, Phytorid system is proposed for the treatment of sewage

or domestic wastewater which will consists of a basin or a channel with a barrier to

prevent seepage, but the systems/ cells/ beds contain a suitable depth of porous

Bed

Sectional View Plan

Next

Inlet

Outlet

Parallel System

Series System Combined

Figure 1: Cross Sectional View of Phytorid System

media. A primary treatment facility would also be constructed along with basic for

effective removal of solids and thus reduces the marginal BOD.

The porous media also supports the root structure of emergent vegetation. The

design of the Phytorid system assumes that the water level in the cells will remain

below the top of the filter media.

The vegetation to be utilized for the said Phytorid system is very important. Various

species of aquatic plants have been utilized to attain maximum efficiency in the

treatment of domestic wastes. These include species like Phramites australis,

Phalaris arundinacea, Glyceria maxima, Typha spp., Scirpus spp., other common

grasses etc.

4.0 ADVANTAGES OF PHYTORID TECHNOLOGY � Treatment efficiencies for the removal of BOD, COD and faecal coliform are in

the range of 92-95%,

� Nutrients such as N and P are removed up to 80%, which is greater than the

traditional chemical methods.

� It is a very cost effective technology when compared with the traditional

wastewater treatment methods.

� Since it utilizes natural vegetation and rhizosphere microorganisms, it is eco-

friendly method of treating sewage.

� An important factor to be considered is the aesthetic improvement that is

provided by this methodology.

� No mosquitoes and odour nuisance

� The treated water can be used for enhancement of environmental architecture

such as roadside fountains.

� The quality of treated water is comparable to irrigation standards

5.0 METHODOLOGY The treatment process consists of primary treatment plant followed by Phytorid

treatment system. The hydraulic loading shall be started with 40% capacity in the

beginning till the time of acclimatization of the plants to the hydraulic load and shall

be later increased to 100%. The further loading and efficiency shall be monitored to

establish how much more of either hydraulic or BOD load can be effectively used.

This would entirely depend upon the variation in the sewage characteristics used for

treatment.

Components of PHYTORID system

ProcessesSedimentation

Bacterial action

Filtration

Adsorption

Precipitation

Decomposition

Nutrient uptake

Vegetation system

Phytorid bed

Treated water storage

Sewage collection

/ Settler tankBar screen

Chamber

6.0 LAND AREA REQUIREMENTS The total area required for proposed grey water treatment capacity of 100 m3/day

wastewater treatment is approximately 110 m2. The area includes area requirements

Sewage Collection Tank, Settler tank, Phytorid bed, Treated Water Collection tank

and sludge drying bed.

7.0 OPERATION AND MAINTENANCE This technology is natural system; as a result operation is mostly passive and

requires little operator intervention. Requirement for area can change on various

factors such as load (kg BOD/day), ambient temperature, topography of the region,

flow characteristics, etc. Maintaining uniform flow across the Phytorid system through

inlet and outlet adjustment is extremely important to achieve the expected treatment

performance. Sampling of inlet and outlet will be carried out for a period of 3 months

every month and thereafter quarterly after stabilization of the treatment systems for

first one year.

Rain water Harvesting and Storm water Drain

The rain water harvesting could be done by no of ways. Some of the alternatives are

• Collection of roof rain water from individual bungalow and using it for specified

purpose like drinking, garden etc.

• Collection of storm water and utilizing it for recharging of ground water table

through existing and new wells.

• Collection of storm water in protected underground storage tank / open water

body and utilization of the same as per requirement.

• Trenching within the plots.

We recommend the following:

• The storm water collected in the storm water conveyance system will be used or

recharging of ground water table through the bore wells.

• Wherever possible, the trenches would be provided for percolation.

• Excess water will be stored in the rain water harvesting tank proposed and will

be used for different purposes

• Percolation of the rain water depends upon the permeability of earth strata. By.

Providing no. of recharge pits and recharge of bore well necessary efforts will be

taken for maximum recharging of ground water.

A) Rainwater Harvesting by Ground Water Recharge:

Design Basis:-

• Size of the recharge pit = 1.5 m x 1.5 m x1.5 Depth.

• No of recharge pit proposed = 8 no’s

For calculating flow following formula is used and the calculations are tabulated as

under.

Area x Rainfall intensity x Runoff coefficient

Flow = ----------------------------------------------------

1000 x 60

Average rainfall intensity 50 mm i.e. 0.05 M

RWH Potential = Area x Average intensity (i.e 0.625) x Runoff coefficient

S. N. Type of Area Area in (m3)

Run of Coefficient

Rain water collection (m3/hr)

RWH Potential (annual)

a Roof/terrace 4621.13 0.875 202.17 2527.18

b Landscape 2162.32 0.200 21.62 270.29

C Paved Area 10098.19 0.825 435.95 5206.88

Variable 659.75 8246.36

• The storm water Drain will be used or recharging of ground water

table through the bore wells.

LENGTH OF PIT

WIDTH OF PIT

DEPTH OF PIT

AREA OF L*D

NO OF

SURFACES

AREA OF L*W

NO OF SURFACE

S

AREA OF PITS

NO OF PITS

TOTAL AREA OF PITS

1.5 1.5 1.5 2.25 4 2.25 1 11.25 8 90

DIA OF BORE (m)

DEPTH OF BORE (m)

NO OF BORES

AREA OF ONE BORE (Sq.m.)

TOTAL

AREA OF

BORES

RAINFALL IN DAYS

PERCOLATION IN LTRS /SQ.M. /DAY

TOTAL PERCOLATION in cu.m.

Yearly percolation in cu.m.

% percolated

0.15 12.2 8.0 5.75 45.97 75 204 27.74 2,080.3 25.23

Annexure for Plot 662

SWM Generation, Treatment and Disposal

Details Residential Commercial Total

Population of project 1070 1380 2450

Biodegradable Waste generation

(Kg/day/capita)

0.285

0.050

--

Total Biodegradable waste (kg/day)

305 69 374

Non Biodegradable waste generation (Kg/day/capita)

0.175 0.100 --

Total Non biodegradable waste (kg/day)

187 138 325

Disposal : Biodegradable waste KWIK mechanical composter

Disposal : Non- Biodegradable waste

Through SwACH

Solid Waste Disposal

� Disposal of Non-Biodegradable waste:

Non biodegradable waste will be collected separately from source of generation and further

separation as paper, plastic and metal will be done as solid waste management facility and

then disposed through authorized vendors

� Disposal of Biodegradable waste:

For disposal of solid waste is a big community problem in era of urbanization

Following are the effects

1. Foul Odour

2. Unhygienic and ugly looking vicinity

3. Germs and insects breeding

4. Diseases and epidemic

Annexure for Plot 662

5. Health and fire Hazardous

6. Non –Availability of Land

7. Long distance transport of garbage and dumping site

For disposal of solid waste in sustainable way Organic waste convertor is useful in residential

complexes

Biomechanical Process of Waste conversion

Organic wasteOrganic wasteOrganic wasteOrganic waste (Kitchen and(Kitchen and(Kitchen and(Kitchen and Garden wasteGarden wasteGarden wasteGarden waste) Waste TreatmentWaste TreatmentWaste TreatmentWaste Treatment With BiocultureWith BiocultureWith BiocultureWith Bioculture Homogenized Odour Free OutputHomogenized Odour Free OutputHomogenized Odour Free OutputHomogenized Odour Free Output

In Curing system for 2 weeksIn Curing system for 2 weeksIn Curing system for 2 weeksIn Curing system for 2 weeks CompostCompostCompostCompost (Used in Own Garden as (Used in Own Garden as (Used in Own Garden as (Used in Own Garden as manure)manure)manure)manure)

Annexure for Residential Construction Project Plot 662

Fire Fighting Plan Details

Fire and General Safety Measures:

� Courtyard fire hydrants will be proposed to use in the complex.

� Fire refuge areas to be provided in each building.

� Electrical meter room shall be on the ground floor and it will be adequately

ventilated.

� The lighting of the escape route will be on independent circuit.

� Fire fighting and fire alarm provisions shall be made within the complex.

� Encouragement for residents to buy additional fire extinguishers for their flats. Proper

training given to residents for emergency evacuation procedures and using fire pumps.

• Fire safety plan is provided with all fire details like pump house, Fire line etc.

• Wet risers cum down comers with landing valves on all floors

• There are yard (external) hydrants have been proposed around periphery of the

building.

• Portable Fire extinguishers will be installed

• Provision of fire safety construction and protective and warning system

• Use of fire protection features such as sprinkler systems, hose boxes, hose reels or

standpipe systems, and other fire fighting equipment

• Fire-Resistant materials for flooring and walls

• Safe Passage to a public way or safe dispersal area

• Fire Exits, Sealing of stairways, vertical shafts, and horizontal exits from smoke and

heat

• Sufficient access / set back along all sides of building to facilitate movement of

emergency vehicles

DETAILS OF ENERGY REQUIREMENT & ENERGY CONSERVATION MEASURES

1. Energy Requirement:

A. During Construction Phase:

� Source of power supply MSEDCL.

� Total demanded load will be 45 KW (Approx.)

� D.G. Sets. (Approx.62.5 KVA x 1 No. as backup).

� Fuel Requirement (Diesel at 75% loading) – 10 liters. /hr

B. During Operation Phase:

� Source of supply: MSEDCL.

� Total Connected Load: 1829 KW, 2287 KVA,

� Total Demanded load: 1097 KW, 1372 KVA

� Transformers: 630 KVA X 4 Nos. On connected load as per MSEDCL guidelines.

� DG Sets: 160 KVA X 1 No.

� Fuel Requirement (Diesel at 75% loading) –30 liters. /hr.

2. Energy Conservation Measures:

� Use of LED in Parking area, lift-lobby and stair-case.

� Using Solar system in Common Area Lighting (10%). & Street/ Landscape lights with LED

lamps.

� V3F drive is proposed for all lifts.

� As per MSEDCL requirements, it is recommended to use low loss Transformer. Losses

for Transformer shall, in principal, comply with ECBC norms.

� Recommend to attain power factor of the installation near unity.

� Independent Energy meters for all pollution control equipments.

3. Following are the Energy efficient fixtures recommended for energy conservation:-

� T5 lamp & Electronic Ballasts are proposed for parking areas.

� LED type of light source is proposed for common Lobby, Lounge, and Staircase area.

� Automatic time based controls are proposed for all outside lighting to save power by

avoiding manual switching ON & OFF the lights.

� Motion Sensors are proposed in Car Parking Areas & Lift lobbies.

� The estimated saving in common area lighting consumption is up to 20% i.e. 30240 KWh

per Annum, due to adopting above measures.

Annexure for Residential Construction Project at Plot 662

List of Building Materials & Equipments

List of Materials

Sr. No. Item

1 Cement

2 Steel

3 Sand

4 Metal

5 Hollow blocks

6 Metal

7 Crush sand

8 Others-Plywood, Tiles, Granite, Marble, Plaster of Paries, Murum

Machinery and equipments

Sr. No. Machinery

1 Two bag concrete Mixer

2 Four bag Concrete Mixer

3 Concrete Pump

4 Earth Compactor

5 JCB

6 Rock Excavator

7 Vibrators

8 Concrete Vibrator

9 Drill Machine

10 Shuttering Material

11 Rope Hoiste

12 Concrete Batching Plant

A REPORT ON THE HYDROGEOLOGICAL INVESTIGATIONS

CARRIED OUT AT 662, WAGHOLI, PUNE

INTRODUCTION:

In order to understand the overall Hydrogeological conditions and physical properties of rock below surface investigations were carried out at IVY Estate, Wagholi. The Project area is located in Gat No.662 and measures 19,433.45 Sq.Mt. It is being developed by Aslam Haji & others. The investigations were conducted in two parts, viz. (A) Hydrogeological and (B) Geophysical. The data obtained has been interpreted and analysed and the findings are discussed in the present report.

(A) HYDROGEOLOGICAL:

Field traverses were taken over the entire project area to study

topography, geology and hydrology conditions. These aspects have relevance with the occurrence and movement of ground water. The observations are as below.

(i) Topography :

The project area is comparatively a low lying area adjoining Pune –Aurangabad State Highway. The elevated land could be observed in eastern direction. In fact the land in this direction is occupied by small hills having north south trend. The land has gentle slope in western direction.

(ii) Geology :

Geology of the area is that of Deccan trap Basalt rock formation. Products of weathered Basalt, especially Murumic Soil, could be observed during field traverses. In one of the cuttings, Murum is followed by moderately weathered fractured Basalt. Surface exposures of massive Basalt appears predominant towards eastern upland which is less weathered. Even though the project area indicates highly weathered Basalt (i.e. Murum) followed by fractured Basalt, predominantly, the area is covered with hard rock formation. (iii) Hydrology :

The Hydrological characteristics are well understood from the existing

dug wells/bore wells in the area. However, there are no such structures located in the project area. However, historical data in the adjoining parts of the area indicators that inspite of drilling of bore wells upto 100 Mts. Depth they are eighter poor yielding or dry. (500 – 600 lit/hr). A dug well in the vicinity of the project area, studied initially suggests, jointed, fractured Basalt acting as aquifer having moderate yield. This may be due to upland topography and existence of hard massive Basalt with inadequate fracturing. The project area, since located in comparatively low lying area, the aquifer rock may be slightly more yielding. The overall ground water conditions appear moderate. The weathered jointed and vesicular Zeolitic basalt having shallow depth with inadequate to moderate yielding capacity. In the Deccan trap area, the general trend of water levels for the project area may be as below.

(i) Pre – Monsoon - 20 to 25 Mt. below ground level (ii) Post – Monsoon - 8 to 10 Mt. below ground level.

(B) GEOPHYSICAL (ELECTRICAL RESISTIVITY):

For ascertaining the physical properties of rock below surface, Geophysical investigation was carried out. The Vertical Electrical Sounding taken in the area indicates.-

(1) The area is covered with hard rock formation below surface.

(2) The highly weathered Basalt(Murum)is less thickness.

(3) The aquifer rock, i.e. Vesicular, Zeolitic and jointed Basalt is

restricted upto shallow depth.

(4) The area appears favourable for ground water recharge at shallow depth.

QUANTIFICATION:

(a) Availability of water at the site.

Area (Sq.Mt.) x Rainfall (Mt.) = 19,433 Sq.Mt. x 0.70 Mt. (700 mm)

= 13,603 M3

= 0.013 MCM

(b) Water that can be accommodate in the aquifer Area of aquifer (Sq. Mt.) x Water table fluctuation (Mt.) x Specific capacity of aquifer.

= 3,900 Sq. Mt. x 10 Mt. x 0.03

= 1,170 M3

= 0.0012 MCM

From the above, it will be seen that, out of total water availability at present 10% is being accommodated in the aquifer and rest contributing to run-off. This can be utilised for recharging shallow aquifer by appropriate measures suggested above. Since the ground water is dynamic in nature, ground water continues to move under gravity upto the extention of aquifer or upto the place where, its withdrawal takes place through dug well/bore well. Thus, there exists a scope for accommodating additional recharge.

Due to terrain conditions in and around the project area, having shallow

aquifer rock formation the ground water recharge is restricted upto shallow depth.

RECOMMENDATIONS:

Since the area is favourable for ground water recharge at shallow depth, following recommendation is made.

1) Construction of filter pits of 2 Mt x 2 Mt. x 2 Mt. dimensions. These

may be constructed along storm water drain line keeping a distance of 15 Mts. Between consecutive pits.

2) In some pits a bore of 10 Mt. may be drilled at its bottom thereby

ensuring accelerated shallow ground water recharge.

QUANTIFICATION OF RECHARGE:

In the area covered with predominant hard Basaltic rock formation,

quantification of groundwater recharge is rather difficult. This is due to anisotropic characteristics of Basalt as far as occurrence and movement of ground water is concerned. However, an attempt has been made as below.

Recharge pits Dimensions = 2 Mt. x 2 Mt. x 2 Mt.

Quantification would be = 2 Mt. x 2 Mt. x 1 Mt. (1 Mt. filter media)

= 4 M3 (one time filling)

Now in a monsoon period 5 to 6 days in a month are such when the

rainfall is more than 5 mm. This is useful for ground water recharge. Therefore in a total monsoon period of 120 days there would be such 25 days. Thus the recharge likely to take place through one filter pit would be

4 M3 x 25 = 100 M3

Additional recharge would be available depending upon no. of pits. In the remaining 100 days, emptying of pit (recharge) and refilling during

subsequent rain spell is anticipated in a cyclic manner. A bore of 10 Mt. at the bottom of pit, as suggested, would further

enhance the recharge quantity.

CONCLUSIONS:

(1) Area represents low lying topographic setting adjoining Pune- Aurangabad road.

(2) The weathering of Basalt is more in this part in comparison with the eastern high land topography.

(3) It represents shallow aquifer conditions upto 10 to 12 Mtrs below which the area is predominantly covered by hard Basalt.

(4) The weathered, Vesicular Zeolitic Basalt and jointed Basalt are the aquifers.

(5) The Water Conservation measures, as suggested is likely to strengthen the shallow aquifer and will also help in soil moisture retention through out the year.

(DILIP SATBHAI) HYDROGEOLOGIST

SELF ASSESSMENT REORT (SAR)

Sr. No. Particulars Environment Grading Points

SAR by Proponent

Assessment/ Verification by Members

A Site Planning

a. Orientation, excavation/filling 2 2

b. Landscape, open spaces and parks 3 3

c. Circulation and parking 2 2

d. Social acceptability 3 3

B Management of Water

a. Adequate and suitable source 4 4

b. Management of Demand 4 3

c. Recycling of treated waste water 4 3

d. Rain water Harvesting – quantity & safeguard 4 4

e. Collection, treatment and disposal of waste water 4 3

C Building Materials

a. Use of local materials & construction techniques 3 2

b. Use of fly ash and other industrial wastes 4 3

c. Use of less energy intensive materials 3 3

D Management of Energy

a. Energy consumption per Sq.mtrs. of area 5 4

b. Use of energy saving materials (min. use of Glass) 5 5

c. Insulation to achieve ECBC norms 5 3

d. Use of solar energy for lighting and hot water systems. 5 5

E Renewable Energy Technology

a. Use of alternate energy wind mill 5 0

b. Energy through waste, passive solar architectural features 5 4

F Management of Storm Water

a. Obstruction to others 3 3

b. Capacity of SW drainage 3 3

c. Outfall and prevention of flooding 4 4

G Management of Solid wastes

a. Biodegradable 4 4

b. Non-biodegradable 3 3

c. Hazardous 3 3

H Management of Noise and Odour

a. Containment of noise & odor 3 3

b. Abatement of noise & odor 2 2

c. Design and lay out of green belt 5 4

Total 100 85

Documents

AslamHaji - environmentclearance.nic.inenvironmentclearance.nic.in/writereaddata/FormB/EC/Additional...Room No. 217, Annex Building, ... Village Wagholi Tehasil Haveli ... Designation