Form-I for the proposed Affordable Group Housing Project...

Form-I for the proposed Affordable Group Housing Project at Village Dhamlaka, Sector-26 & 27, District: Rewari

(I) Basic Information

APPENDIX -I

(See Paragraph – 6) FORM-1

Sl. No. Item Details 1. Name of the project Affordable Group Housing Colony 2. S.No. in the Schedule 8 (a) 3. Proposed capacity/area/length/tonnage to

be handled/command area/lease area/ number of wells to be drilled.

Total Plot Area as per License: 24179.929 m2

Total Plot Area as per Zoning plan: 23087.279 m2

Built up Area: 63177.86 m2

4. New/Expansion/Modernization New Project 5. Existing Capacity/Area etc. Not Applicable 6. Category of Project i.e. ‘A’ or ‘B’ B 7. Does it Attract the general condition? If

yes, please specify. No

8. Does it attract the specific condition? If yes, please specify.

No

9. Location Killa No. 11, 12, 13/2, 14/2, 15, 16, 17

Dhamlaka

Rewari

Rewari

Haryana

Plot/Survery/Khasra No Village Tehsil District State

10. Nearest railway station/airport along with distance in kms.

Nearest Railway Station: Rewari Junction, Approx. 5 km in NNW direction. Nearest Airport: Indira Gandhi International Airport, Approx. 65 km in NE direction.

11. Nearest Town, City, District Headquarters along with distance in kms.

Nearest City: Rewari City, Approx. 2 km in North direction.

District Headquarters: Rewari, Approx. 3 km in North direction.

12. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (Complete postal addresses with telephone nos. to be given)

Municipal Council : Rewari Address: MC Office Near Bhadawas Chowk Rewari Pincode-123401 Telephone No.: 01274-225263


13. Name of the applicant Mr. Navin Singhal M/s B M Gupta Developers Pvt. Ltd.

14. Registered Address M/s B M Gupta Developers Pvt. Ltd. Room No. 2, First Floor, 5948 & 5949, Basti Harphool Singh, Sadar Thana Road, Delhi - 110006

15. Address for correspondence: Mr. Navin Singhal Name

Designation(Owner/Partner/CEO) Group AGM Finance Address M/s B M Gupta Developers Pvt. Ltd.

Room No. 2, First Floor, 5948 & 5949, Basti Harphool Singh, Sadar Thana Road, Delhi

Pin Code 110006 E-Mail [email protected] Telephone No. 9812215661

Fax No. 16. Details of Alternative Sites Examined, if

any, Location of these sites should be shown on a toposheet.

Not applicable for Building & construction projects.

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 Not Applicable

21. Whether the proposal involves Applicability of these rules has been examined approval/clearance under: If yes, detail of & no requirement for clearance under these

acts will be required. the same and their status to be given (a) The Forests (Conservation) Act, 1980? (b) The Wild Life (Protection) Act, 1972? (c) The C.R.Z. Notification, 1990?

22. Whether there is any Government order/policy relevant/relating to the site?

Not Applicable for the project site.

23. Forests Land Involved (Hectares) Forest land is not involved.

24. Whether there is any litigation pending against the project and/or land in which the project is proposed to be setup? (a) Name of the Court (b) Case No. (c) Orders/ directions of the Court, if any and its relevance with the proposed project.

No litigation is pending against the project and/or land on which the project is proposed.


(II) Activity

1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)

S. No. Information/Checklist

confirmation Yes/ No

Details thereof (with approximate quantities/rates, wherever possible) with source of information data

1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)

No The selected site is marked for residential use as per the Master plan of Rewari District, 2021, and will be developed as per the same.

The land is allotted for the development of the Affordable Group Housing Colony by the Director General, Town & Country Planning, Haryana. A copy of land documents is at tached as Annexure-I and copy of license is attached as Annexure-II.

The land cover of project site is a fallow land and depicts plain topography. The Contour plan of the site is attached as Annexure- III.

During the construction phase, land cover of the project site will be altered, which will be temporarily in nature.

1.2 Clearance of existing land,

vegetation and building?

No

The project site is vacant land, no clearance of existing land, vegetation and building will be required.

1.3

Creation of new land uses?

No

There will not be creation of any new land uses. The land is allotted for the development of the Affordable Group Housing Colony by the Director General, Town & Country Planning, Haryana.

1.4 Pre-construction investigations e.g. bore houses, soil testing?

Yes A Geo Technical investigation study has been carried out at the site.

1.5 Construction Work? Yes Construction work will be done as per Affordable Group Housing Policy, 2013 after taking all the necessary clearances.

1.6 Demolition works? No There is no existing construction at the site, thus no demolition work will be required.


1.7 Temporary sites used for construction works or housing of construction workers?

Yes Site office will be provided for the Construction Management team during construction phase. Temporary sites for storage of raw materials will be confined to the project site only. Workers camp will be provided. Mostly local workers will be involved.

1.8 Above ground building, structures or earthwork including linear structures, cut and fill or excavations

Yes Excavation will be carried out for foundation of buildings and basements. During the construction phase, excavated earth from foundation of the project will be reused for backfilling purposes. The excavated soil will be properly stacked within the site under tarpaulin cover. The top-soil will be preserved separately to be used for landscaping purposes only.

1.9 Underground works including mining or tunnelling?

No As this is a building and construction project, no mining or tunneling would be required.

1.10 Reclamation works? No No reclamation work required. 1.11 Dredging? No No dredging required. 1.12 Offshore structures? No No offshore structures required. 1.13 Production and manufacturing

processes? No As it is a building and construction project,

so these activities are not associated with the project.

1.14 Facilities for storage of goods or materials?

Yes Material storage yard will be constructed for storage of construction materials at the construction site.

Following raw material handling methods will be adopted:

• Sand & aggregates will be stacked neatly under tarpaulin cover.

• Bricks and steel will be laid in open.

• Finishing materials like tiles, sanitary fixtures, etc shall be stored in closed rooms.

1.15 Facilities for treatment or disposal of solid waste or liquid effluents?

Yes 1.) Details regarding the Disposal and treatment of Solid waste:

i) Solid Waste generated during construction phase: Details of solid waste is given below:

1. Soil, Sand and Gravel 2. Brick and Masonry


3. Concrete 4. Metal 5. Bitumen 6. Wood 7. Other (Glass, Plastic material, paper

etc.)

Reuse: The construction waste will be used in back filling, road making and pavement. Metals, tin cans, glass will be sold to local recyclers/kabadiwalas.

ii) Solid Waste generated during operational phase: Total quantity of the solid waste during the operational phase will be in the form of both dry waste and wet waste. Total amount of dry waste is 1195 kg/day and wet waste is 797 kg/day. The municipal solid waste will comprise of biodegradable fraction, non-biodegradable fraction and inert fraction.

Disposal: The biodegradable waste will be collected in green colored bins/containers and will be segregated in collection chamber and will be disposed to MSW site. Non bio degradable waste will be collected into blue colored bins/containers and will be segregated in collection chambers and sold to kabadiwala or govt. approved agency or recycling industry. Inert waste will be separately collected and stored in black containers and will be handed over to municipal authority. Segregation and Collection at site and disposal will be done as per Municipal Solid Wastes (Management and Handling) Rules, 2000.

2.)Details regarding the Disposal and treatment of Liquid Effluent: i) During the construction phase, Approx. 5 KLD sewage will be generated and it will be treated in the modular STP and the treated water will be used for construction activities. ii) During the operational phase, waste


Water generated will be 567 KLD and it will be treated in the 2 STP installed of 200 & 450 KLD capacity of FAB technology. The treated water will be recycled and reused for flushing; horticulture purposes and the remaining excess water will be discharged in to the

1.16 Facilities for long term housing of operational workers? No There will be no facility for long term

housing for operational workers. 1.17 New road, rail or sea traffic during

construction or operation? No Sectoral roads/existing roads will be used in construction stage at the site for construction work and transport of construction materials. During operational phase, traffic will increase to some extent. But there will be no rail or sea traffic

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc?

No

Sectoral roads/existing roads will be used.

1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?

No

There will be no need for diversion or closure of existing traffic routes as the traffic routes which are existing are enough for proper control and circulation of the additional traffic. The project shall not affect the existing traffic status during the construction and operational phase.

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

1.21 Impoundment, damming, culverting, realignment or other changes to the hydrology of watercourses or aquifers?

No

No impoundment, damming, culverting, realignment or other changes to the hydrology of surface watercourses is proposed.

1.22 Stream crossings? No No stream is crossing in the project site. 1.23 Abstraction or transfers of water

from ground or surface waters?

No No Ground water will be abstracted. Source of water will be municipal water supply. To meet the water demand of the project, the onsite STP and the treated water will be reused for flushing, and landscaping.

1.24 Changes in water bodies or the land surface affecting drainage or run-off?

No

Runoff will increase due to increased paved surface. However, increased runoff will be managed by well-designed rainwater harvesting system and storm water management system.

1.25 Transport of Personnel or materials for construction, operation or decommissioning?

Yes There will be transport of construction materials. Precautions will be taken to reduce the impact of the vehicular


movement by trying to avoid the vehicular trips during peak hours. Adequate parking space within the project site for loading and unloading of materials will be provided.

1.26 Long-term dismantling or decommissioning or restoration works?

No Not Applicable

1.27 Ongoing activity during decommissioning which could have an impact on the environment?

No Not Applicable

1.28 Influx of people to an area in either temporarily or permanently?

Yes Construction phase: Immigrant workers (Temporarily).

Operation Phase: Persons in Residential Apartments (Permanently).

1.29

Introduction of alien species?

No

The landscaping will be carried out mainly with local species and also a few ornamental varieties of flora that are well suited to the local conditions will be planted at the site.

1.30 Loss of native species or genetic diversity? No No

1.31 Any other actions? No No

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):

S. No. Information/ Checklist


Details thereof (with approximate quantities /rates, wherever possible with source of information data)

2.1 Land especially undeveloped / agricultural

Yes The land is allotted for the development of the Affordable Group Housing Colony by the Director General, Town & Country Planning, Haryana.

The total area of land is about 5.975 acres.

It is a vacant land which is devoid of vegetation and is marked as the residential land according to the Master Plan Rewari, 2021.


2.2. Water (expected source & competing users) Unit: KLD

Yes Total Water requirement of the proposed project will be 660 KLD. Total Fresh water requirement will be 428 KLD. Source of water would be municipal water supply.

2.3. Minerals (MT) No Not Applicable

2.4. Construction material – stone, aggregates, sand/soil ( expected source – MT)

Yes List of building materials being used at site:

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Fly Ash 7. Reinforcement steel 8. Plywood & steel shuttering 9. Pipe scaffolding (cup lock

system) 10. Bricks 11. Marble 12. P.V.C. conduit 13. MCBs/DBs 14. PVC overhead water tanks 15. Pave tiles 16. GI pipe 17. Wastewater lines 18. S.W. sewer line up to main

sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen 21. Insulated glass on external

facade with ACP 22. Joinery hardware

2.5. Forests and timber (source – MT) Yes Minimum wood will be used in the project, mainly would be used for doors.

2.6. Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)

Yes Power consumption during the operational phase will be 4.2 MW and will be supplied by Dakshin Haryana Bijli Vidyut Nigam Ltd. (DHBVNL) For power back up, 4 DG Sets of total capacity 4000 KVA (1000 KVA+ 1000 KVA + 1000 KVA + 1000 KVA) i.e. 4.00 MW will be provided. DG sets will be installed with suitable stack height as per CPCB guidelines and enclosed by the acoustic enclosure for noise abatement.


2.7. Any other natural resources (use appropriate standard units)

No Not Applicable

3. Use, storage, transport, handling or production of substances or materials, which could be harmful to human health or the environment or raise concerns about actual or perceived risks to human health.

S. No.

Information/Checklist Confirmation

Yes/ No

Details there of (with approximate quantities/rates, wherever possible) with source of information data

3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)

Yes In the construction phase diesel for DG sets will be stored in drums in earmarked locations. It shall also be handled as per The Manufacture, Storage and Import of Hazardous Chemical Rules, 1989.

In the operational phase there will be storage of spent oil (Category 5.1 as per MSIHC rules). Suitable management practice will be adopted for the same. It will be stored in HDPE drums and kept in covered rooms, under lock and key and will be sold to SPCB authorized vendor’s only. Specialized care will be taken to prevent leaks and/or spills.

3.2 Changes in occurrence of disease of disease or affect disease vectors (e.g. insect or water borne diseases)

No Suitable drainage and waste management measures will be adopted in both the construction and operational phase such that there will be no stagnation of water or accumulation of waste.

The solid waste generated both during construction and operation shall be properly managed and disposed off. The waste water generated from the project will be treated in a STP. The cleanliness of the project shall be maintained. Hence, it is expected that there shall be reduction in vectors as well as vector borne diseases.

3.3 Affect the welfare of people e.g. by changing living conditions?

Yes Due to the proposed project Socio-economic condition of the area will improve. The project shall not have any adverse effect on the living condition of the people.


3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.,

No The project shall not affect any vulnerable groups of people in the vicinity.

3.5 Any other causes No Not Applicable

4. Production of solid wastes during construction or operation or decommissioning (MT/month)



Details thereof (With approximate quantities/rates, wherever possible) with source of information data

4.1 Spoil, overburden or mine wastes No As this project is the Building and Construction project, so no mine, spoil and overburden waste will be generated

4.2 Municipal wastes (domestic and or commercial wastes)

Yes Total solid wastes generated will be 1992.45 kg/day

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes In the operational phase used oil will be generated from the DG Sets. Used oil is categorized as hazardous waste as per the Category 5.1 of Schedule-1 of the Hazardous Wastes (Management, Handling & Transboundary Movement) Rules, 2008.

4.4 Other industrial process wastes No Not Applicable 4.5 Surplus product No Not Applicable 4.6 Sewage sludge or other sludge from

effluent treatment Yes Small amount of sewage sludge from STP is

expected which will be further used as manure. (On wet basis).

4.7 Construction or demolition wastes Yes Details of Construction waste is given below: 1. Soil, Sand and Gravel 2.Brick and Masonry 3. Concrete 4. Metal 5. Bitumen 6.Wood 7. Other (Glass, Plastic material, paper etc.) Construction waste shall be used for back filling, road making and pavements. No demolition activities will be required.

4.8 Redundant machinery or equipment No Not Applicable

4.9 Contaminated soils or other materials No Not Applicable

4.10 Agricultural wastes No Not Applicable

4.11 Other solid wastes No Not Applicable


5. Release of pollutant or any hazardous, toxic or noxious substances to air (kg/hr) S. No.

Information/Checklist confirmation

Yes/ No


5.1 Emissions from combustion of fossil fuels from stationary or mobile sources

Yes The operation of proposed project does not envisage any major air pollutant generating sources except DG sets and vehicular movement and proper mitigation measures will be adopted for the same. There will be provision of acoustic enclosures as well as adequate stack height and DG sets will be maintained as per CPCB norms.

5.2 Emissions from production processes No Not Applicable 5.3 Emissions from materials handling

including storage or transport Yes Fugitive emissions are envisaged only from

material handling and transporting areas, loading/unloading the construction material, transportation and earthwork (leveling etc.) during the construction period. Regular sprinkling of water in the construction area will be proposed.

5.4 Emissions from construction activities including construction materials, sewage and waste

Yes As most of the construction equipment will be mobile, the emissions are likely to be fugitive. The dust generated will also be fugitive in nature, which can be controlled by suitable mitigation measures like sprinkling of water.

The impacts will be localized in nature and the areas outside the project boundary are not likely to have any adverse impact with respect to ambient air quality.

5.5 Dust of odours from handling of materials including construction materials, sewage and waste

Yes Dust is likely to be generated during construction, this will be water sprinkled and tarpaulin cover will be provided over stored raw material to reduce dust emission.

5.6 Emissions from incineration of waste No Not Applicable

5.7 Emissions from burning of waste in open air (e.g. slash materials, construction debris)

No Burning of waste will not be done and the waste generated shall be managed as per the Municipal Solid Waste (Management & Handling) Rules 2000. Construction debris will be used in internal road construction.

5.8 Emissions from any other sources No Not Applicable


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

S. No Information/Checklist confirmation

Yes/ No


6.1 From operation of equipment e.g. engines, ventilation plant, crushers

Yes Moderate noise will be generated from construction machinery such as concrete mixer with hopper, JCB/Pockline, road roller etc. To avoid this, ear muffs will be provided to the construction worker.

Source of noise in the operational phase will be DG sets only. The DG sets will be operational during power failure only.

During construction the machinery used for construction will be of highest standard of reputed make and will adhere to international standard. These standards itself take care of noise pollution control/vibration control and air emission control. Hence insignificant impacts due to construction machinery are envisaged.

6.2 From industrial or similar processes No Not Applicable

6.3 From construction or demolition Yes Moderate noise during construction.

6.4 From blasting or piling No Not Applicable

6.5 From construction or operational traffic

Yes Moderate noise during construction /operation traffic.

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

S. No. Information/Checklist confirmation

Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data.

7.1 From Handling, Storage & spillage

No The used oil from DG sets will be carefully stored in HDPE drums at isolated storage, and periodically sold to authorized recyclers. All precautions will be taken to avoid spillage from storage as per The Hazardous Wastes (Management, Handling & Transboundary Movement) Rules, 2008


7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)

Yes Treated sewage from STP will be reused for flushing, landscaping. The Excess treated water will be discharged in the drain.

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

No Not Applicable

7.4 From any other sources No Not Applicable

7.5 Is there a risk of long term buildup of pollutants in the environment form these sources?

No There is no such risk.

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

human health or the environment

S. No. Information/Checklist confirmation

Yes/No Details thereof (with approximate 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 This is basically a construction project and does not involve major hazardous construction activity. Hence, chances of explosions, spillages, fires are minimal.

During construction, all the laborers will be provided with suitable protective equipment (PPE) as required under the health and safety norms. Training and awareness about the safety norms will be provided to all supervisors and laborers involved in construction activity.

An agreement will be signed with the contractor, which will clearly deal with the safety aspects during construction.

No major hazardous waste shall be stored within the project site. No chemical industry or process activity is involved in this project, hence no chemical hazard and accidents due to the envisaged. Safety measures for the potential sources of Fire hazards, like diesel storage for DG sets etc. will be taken into consideration from safety point.


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 project falls under seismic active Zone IV indicating High damage risk zone, according to the National Disaster Management Authority (NDMA). The buildings will be designed as earthquake resistant and comply with the required IS specifications. There are no chances of floods and landslide.

9. Factors which should be considered (such as consequential development) which could lead to environmental effects or the potential for cumulative impacts with other existing or planned activities in the locality


confirmation Yes/No Details thereof (with approximate

quantities/rates, wherever possible) with source of information data

9.1 Lead to development of supporting facilities, ancillary development or development stimulated by the project which could have impact on the environment e.g.: • Supporting infrastructure (roads, power supply, waste or waste water treatment, etc.) • Housing development • Extractive industries • Supply industries • Other

Yes

Yes No No No

Appropriate infrastructure like roads, power supply, waste management and waste water treatment will be developed within the project site.

Dwelling Units Not Applicable Not Applicable Not Applicable

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 development Yes Infrastructure development of area. Socio economic conditions will improve.

9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects

No As it is planned development by the authorities and as per the master plan, hence no adverse impacts are envisaged.


(III) Environment Sensitivity

S. No.

Area Name/Identity Aerial distance (within 15km) Proposed project location boundary

1. Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value

Nil

--

2. Areas which are important or sensitive for ecological reason–Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, f t

Nil --

3. Area used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration

Nil

--

4. Inland, coastal, marine or underground waters

Nil --

5. State, National boundaries Interstate boundary between Haryana & Rajasthan

Approx. 8 km in SSE direction

6. Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas

NH-8

SH-15

Approx. 4 km in SSE direction Approx. 5 km in West direction

7. Defence installations Nil -- 8. Densely populated or built- up area Rewari Approx 2.5 km in North direction

9. Areas occupied by sensitive man-made land uses (hospitals, schools, places of worship, community facilities)

Cambridge Public School

Pushpanjali Hospital

Shiv Mandir

Approx. 1.5 km in East direction Approx. 2 km in North direction Approx. 2 km in North direction

10. Areas containing important, high quality or scarce resources (ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)

Nil --

11. Areas already subjected to pollution or environmental damage. (those where existing legal environmental standards are exceeded)

Nil --

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)

Yes Area is susceptible to Earthquake. Project area falls in Zone-IV as High Damage Risk Zone.

(IV) Proposed Terms of Reference for EIA studies - Not Applicable

"I hereby given undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any art of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance give, if any to the project will be revoked at our risk and cost.

Date: Place: Rewari

Navin Singhal

(Group AGM Finance)

Note:

1. The projects involving clearance under coastal Regulation Zone Notification, 1991 shall submit with the application a C.R Z map duly demarcated by one of the authorized agencies, showing the project activities, w.r.t. C.R.Z (at the stage of TOR) and the recommendations of the State Coastal Zone Management Authority (at the stage of EC). Simultaneous action shall also be taken to obtain the requisite clearance under the provisions of the C.R,Z Notification, 1991 for the activities to be located in the CRZ.

2 The projects to be located within 10 km or the National parks, Sanctuaries, Biosphere Reserves, Migratory corridors of wild Animals, the project proponent shall submit the map duly authenticated by ·chief wildlife warden showing these features vis-a-vis the project location and the recommendations or comments of the Chief Wildlife Warden' thereon (at the Stage of EC)."

3. All correspondence with the Ministry of Environment & Forests including submission of application for TOR/Environmental Clearance, subsequent clarifications, as may be required from time to time, participation in the EAC Meeting on behalf of the project proponent shall be made by the authorized signatory only. The authorized signatory should also submit a document in support of his claim of being an authorized signatory for the specific project."

Form-IA for the proposed Affordable Group Housing Project at Village Dhamlaka, Sector-26 & 27, District: Rewari

APPENDIX II

(See paragraph 6)

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

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

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

management plan & monitoring program)

1. LAND ENVIRONMENT

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

with the surroundings? (Proposed land use must conform to the approved Master Plan /

Development Plan of the area. Change of land use if any and the statutory approval from

the competent authority to be submitted). Attach Maps of (i) site location, (ii) surrounding

features of the proposed site (within 500meters) and (iii) the site (indicating levels &

contours) to appropriate scales. If not available attach only conceptual plans.

The project will be developed at Killa No. 11, 12, 13/2, 14/2, 15, 16, 17, Village: Dhamlaka,

Tehsil & District: Rewari. The land is used for the development of Affordable Group Housing

Colony by M/s B M Gupta Developers Private Limited. A copy of land documents is attached

as Annexure-I. The allotted land is designated for residential use on Rewari Master Plan-2021.

Thus there will not be any change in land use.

i. Site location is marked on Rewari Master Plan-2021 in Figure-1.

ii. A Google map showing surrounding features of proposed site within 500 m is shown as

Figure-2.

iii. The Contour plan of the site is attached as Annexure-III.

Form-IA

for the proposed Affordable G

roup Housing Project at V

illage Dham

laka, Sector-26 & 27, D

istrict: Rew

ari

Figure-1: Site location m

arked on Rew

ari Master Plan-2021 &

Expansion Area

PRO

JECT SITE

Form-IA



illage Dham


istrict: Rew

ari

Figure-2: G

oogle map show

ing surrounding features within 500m

of site periphery


Page 4

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. Table-1 shows the list of major project requirements

Table-1 Major Project Requirements

S. No. Detail

1. Total Plot Area (License) 24179.929 m2 or 5.975 acre

2. Total Plot Area (Zoning Plan) 23087.279 m2 or 5.705 acre

3. Built-up Area 63177.86 m2

4. Total Water Consumption 660 KLD

5. Total Freshwater Requirement 428 KLD

6. Power Requirement 4.2 KVA

7. Power Backup 4 D.G. sets of 1000 KVA each

8. Total Parking 468 ECS

Connectivity

1. Nearest Railway Station Rewari Junction, Approx. 5 km in NNW di i

2. Nearest Airport Indira Gandhi International Airport, Approx. 65 km in NE direction.

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 proposed development shall be carried out as per the defined Affordable Group

Housing Policy, 2013; hence no negative impact is envisaged due to proposed development.

Further, the construction as well as operation stage of the project will generate direct and

indirect employment opportunities for a large section of society. The employment will

have positive impact thereby improving the quality of life.

The main areas of concern which will pose a significant impact are Emissions from D.G.

Sets, Noise from D.G. Sets and Sewerage discharge. Mitigation options that are proposed

are mentioned below,

i. Emission from the numbers of DG sets: Proper stack height will be provided as

per CPCB/MoEF guidelines;


Page 5

ii. Noise from DG sets: Acoustic enclosure will be provided for D.G. sets.

iii. A Sewage Treatment Plant (STP) of capacity 450 & 200 KLD is proposed and the

treated water will be reused for landscaping and flushing purposes.

Further, there shall not be any change in the land use pattern due to the proposed project.

Currently, there is no construction on the area.

1.4 Will there be any significant land disturbance resulting in erosion, subsidence &

instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity

etc may be given).

Soil Type: Major Soil types in the district are Sandy clay & loamy. The soil type at the

project site is Sandy clay. Physical and Chemical properties of soil samples collected from the

project site were analyzed. Results are mentioned below:

Table-2 Result of Soil Quality

Sr. No. PARAMETERES RESULTS UNIT 1 Colour Yellowish Brown - 2 Texture Sandy Clay - 3 pH (20% Slurry) 6.88 - 4 Conductivity (20% Slurry) 152.8 μmhos/cm 5 Bulk Density 1.32 gm/cm3 6 Moisture 0.06 % 7 Chlorides (as Cl) 614 mg/kg 8 Organic Matter 2.4 % 9 Water Holding Capacity 32 % 10 Potassium as K 15 mg/Kg 11 Phosphorus as P 2.69 mg/kg 12 Nitrogen as N 21 mg/kg 13 Carbonate (as CO3 ) NIL mg/kg 14 Bi-Carbonate (as HCO3 ) 2500 mg/kg

Reference Methods: Soil Chemical analysis by Jackson,M.L. 1967.

Slope Analysis:

The terrain in Rewari is a gentle slope from south-east to northwest with a gradient of 0.5 m/km

The contour plan of the site shows that the Reference Level is almost constant at all the points.

Thus it is inferred that the slope at the site is zero degree and topography is plain.

Seismicity:

The whole country has been divided into 5 Seismic zones as per maximum intensity of

‘Modified Mercalli Scale’ (MMS). The project site lies in Seismic Zone IV, called as ‘High

Damage Risk Zone’.


Page 6

Source: National Disaster Management Authority (NDMA)

Figure-3: Map showing the Seismic Zone classification of Haryana

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).

There will be no alteration of natural drainage due to the proposed project. A map showing

natural drainage within 10 Km of the project site is given in Figure-4.

Form-IA



illage Dham


istrict: Rew

ari

Figure-4: Drainage M

ap of 10 Km


Page 8

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?)

During Construction phase, excavation will be carried out to provide foundations and for

establishing the pillar. Approximately 40,000 m3 of soil will be excavated for the proposed

project. The filling works will be done by the excavated material and no extra material will be used. All the topsoil excavated during construction activities shall be stored for use in horticulture/landscape development within the project site. The lower strata earth is either used for filling the plinths, road substructure and leveling low lying areas.

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

Water Supply:

Water required during the construction period will be supplied through private water tankers.

� Water will be used in the construction activity for cement mixing, sprinkling, dust

suppression and domestic purposes of the construction workers.

� The only source of wastewater during the construction is domestic sewage of construction

workers and water used in construction activities and it will be treated in modular STP and

recycled in Construction activities.

Waste Generation/Handling:

Waste to be generated during the construction period includes construction waste and solid

waste that will be stored in a separate covered area so as to prevent damage to property and

personnel working at the project site. Further, most of the construction debris will be used for

filling activities and the rest will be disposed off through authorized recyclers. Major types of

construction wastes are expected from the proposed Project:-

� Clean Fills: Clean fill is uncontaminated soil, rock, sand, gravel, concrete, asphaltic concrete, cinder

blocks brick, minimal amounts of wood and metal and inert (non-reactive) solids for fill,

reclamation or other beneficial use. Minimal means the smallest amount possible.

� Recovered Materials

Recovered Materials are those removed for reuse (lumber, doors, windows, ceramic tile and


Page 9

glass) and those removed to be recycled into new products. Potentially recyclable

construction and demolition wastes will include scrap metals, asphalt shingles, sheet

rock, lumber, glass and electrical wire.

� Regulated construction and demolition waste

Regulated construction and demolition wastes are those not classified as clean fill and not

being reused or recycled. Regulated non-hazardous construction and demolition wastes will be

disposed off at a permitted landfill or transfer station.

Scrap metal painted with heavy metals will be sent to a salvage yard for recycling.

� Asbestos containing material

Buildings may contain asbestos in materials such as ceiling or floor tile, as insulation or

soundproofing on ceilings, pipes, ductwork or boilers, or on the outside as transit siding or

in shingles. The presence of asbestos-containing materials cannot be confirmed just by

looking.

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. There are no low lying areas and wetlands in near vicinity of the project site.

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

quantities of various types of wastes generated during construction including the

construction labor and the means of disposal). � No significant health hazard is associated with the proposed construction.

� During construction period, source of fugitive dust generation will be material handling and

vehicular movement. Impact due to fugitive dust emission is negligible as water

sprinklers will be used to suppress fugitive dust emission as and when generate. However,

the impacts will be confined to laborers/workers particularly with regard to occupational

exposure. Proper Personal Protective Equipment’s will be provided to the workers working

in the potential areas (e.g. masks, ear plugs etc.).

� Careful design, planning and good site management would minimize waste of materials

such as concrete, mortars and cement grouts. Construction wastes will be segregated as

much as possible at site itself to increase the feasibility of recycling concrete and masonry as

filling material and steel pieces as saleable scrap. Litter disposal and collection points will


Page 10

be established around the work sites. Empty packaging materials, drums, glass, tin, paper,

plastic, pet bottles, wood, thermocol and other packaging materials, etc will be disposed

through recyclers. The construction spoils will be temporarily stored at designated dumpsite

located inside the site premises. Later on these wastes will be used for land filling / leveling

work within the site premises. An estimate of the average composition of waste generated

from the onsite construction activities given in Table-3.

Table-3: Waste Composition - During Construction Phase

Sl. No. Constituents Percentage Composition

1 Soil, Sand and Gravel 34.99

2 Brick and Masonry 29.95

3 Concrete 24.98

4 Metal 4.97

5 Bitumen 2.04

6 Wood 2.04

7 Other 1.02

Total 100 Source: TIFAC Report “Utilization of Waste from Construction Industry,” 2001

2. WATER ENVIRONMENT

2.1. Give the total quantity of water requirement for the proposed project with the breakup of

requirements for various uses. How will the water requirement met? State the sources &

quantities and furnish a water balance statement.

The total water requirement for this project is given in the Table No. 4 mentioned below. The water

demand is mainly in two forms i.e. domestic and flushing purposes. The main source of water supply

for this project is Municipal Supply. Water balance diagram is also shown below.


Page 11

650 KLD

225 KLD

Landscaping 3.4 KLD

Total Wastewater 567 KLD

339.6 KLD Discharge to Drain

510 KLD @ 90% of 567

KLD

STP DESIGN (20% extra to the

wastewater generated) CAPACITY: 200 KLD

& 450 KLD

650 KLD

225 KLD

3.4 KLD

Total Domestic Demand Domestic Use (428 KLD) + Flushing (225 KLD)

Waste Water (80% of 428 KLD + 100% of 225 KLD)

= 567 KLD

Table-4: Breakup of Water Requirement

S. No. Particulars Occupancy/A

rea(m2) Rate of water demand (Lt)

Daily Water Demand (KLD) Domestic Flushing Total

1. Residential Population 4660 135 419.4 209.70 629.1

2. Visitors of Residential Apartments

466 15 2.80 4.194 6.99

3. Shopkeepers 180 45 2.7 5.39 8.080

4. Visitors of Retail area 359 15 2.15 3.232 5.39

5. Creche area 55 45 0.820 1.641 2.461

6. Community Hall 71 15 0.423 0.634 1.057

Total 428.29 224.8 652.0

say 428 KLD

say 225 KLD

say 650 KLD

Figure-5: Water Balance Diagram

Municipal Water Supply

Recycled Water


Page 12

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

The proposed source of water is Municipal Supply. The anticipated total fresh water requirement

for the proposed project is Approx. 428 KLD.

2.3. What is the quality of water required, in case, the supply is not from a municipal source?

(Provide physical, chemical, biological characteristics with class of water quality)

The source of water supply will be from Municipal Supply.

2.4. How much of the water requirement can be met from the recycling of treated wastewater?

(Give the details of quantities, sources and usage)

Table-5 gives the details of water requirement met through recycling.

Table-5: Use of Recycled water

Recycled Water Uses

Season

Treated Water (KLD)

Source

Water for landscaping

@1 lit/m2

(KLD)

Water for

Flushing (KLD)

Water Requirement

met from recycling

(KLD)

Discharge to

Drain (KLD)

Non- Monsoon Season

567 STP 3.4

225 228.4 339.6

Monsoon Season 567 STP 0 225 225 342

2.5. Will there be diversion of water from other users? (Please assess the impacts of the project

on other existing uses and quantities of consumption).

Water demand of this region will not be affected due to proposed project as the water supply will

be from Municipal water, ground water will not be abstracted. Hence not likely impact on others

user is anticipated.

2.6. What is the incremental pollution load from wastewater generated from the proposed

activity? (Give details of the quantities and composition of wastewater generated from the

proposed activity).

The proposed waste water generation is given in Table-6.


Page 13

Table-6: Details of Wastewater Generation

Details Water (KLD)

Water requirement for domestic purpose 428

Wastewater generated from domestic use (@ 80% of domestic water requirement) 342

Water requirement for Flushing Purpose 225

Wastewater generated from Flushing (@ 100% of flushing requirement) 225

Total Wastewater generated 342+225= 567

Table-7: Characteristic of untreated and treated sewage

Parameters Value

Raw sewage Treated Sewage

pH 6.0-9.0 7.0-8.0

BOD3 27ºC 250-300Mg/L Less than 20 Mg/L

Suspended Solids 300-400 Mg/L Less than 5 Mg/L

COD 400-600 Mg/L Less than 50 Mg/L

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

of the facilities created.

(i) Rainwater Collection Potential for Reuse or Recharging: The calculations for Rain Water

Harvesting are shown in Table-8 and Table-9.

Table-8: Runoff Calculation of the Area

S. No.

Type of Surface

Catchment's Area (m2)

Runoff Coeff. [C]

Rainfall

Intensity (I)

Discharge (Run Off) [Q=CIA] m3/hr

In 15 mins (Retention

time) 1. Rooftop

Area 6405.62 0.85 45

128 32

2. Green Area 3691.93 0.20 45 31.4 7.85 3. Paved Area 14208.84 0.65 45 475.5 118.9 Total 24306.39 -- -- 634.9 158.75


Page 14

Table-9: Numbers of Pits Calculation

S.No.

Diameter of the Pit

(m)

Depth of the Pit (m)

Volume of one Pit(m3)

(1)

Runoff in 15 minutes(m3)

(2)

No. of pits required

(2)/(1)

No. of pits proposed

1. 3 3 35.33 158.75 4.49 4

Figure-6: Cross Section of Rain water harvesting structure

A Plumbing system layout plan showing location of Rain Water Harvesting Pits is attached as

Annexure-IV. 2.8. What would be the impact of the land use changes occurring due to the proposed project

on the runoff characteristics (quantitative as well as qualitative) of the area in the post

construction phase on a long term basis? Would it aggravate the problems of flooding or

water logging in any way?

� There will not be such impact as the proposed project will be developed on a land base which

is designated for residential purpose as per the Rewari Master Plan-2021.

� As the project site is almost plain land and the topography of the site is not anticipated to


Page 15

change due to the project activities, hence, no impacts are expected on the drainage profile or

runoff characteristics after construction phase.

� A network of storm water drain is proposed all along the direction along the main roads and

cross roads of suitable area size. All storm water drains will be covered with RC slabs so as to

prevent the entry of soil and dust. Storm water collected through storm water drains and

discharged into existing Storm Water Drains. Storm water drains will be constructed on all

the edges of roads.

� The proposed project will have a storm water management system aiming at “Maximum uses

of Storm water.” The system will include collection of storm water and roof-top rainwater

and recharging through designed RWH systems. Excess storm water will be discharged

outside of the project site through a drainage system. The proposed project would not

aggravate the problems of flooding or water logging in anyway.

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

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

obtained from competent authority, if any)

The measures taken to prevent any contamination of ground water during construction and

operational phase are as follows:

• Excavation during monsoon season will be avoided

• Any area with loose debris within the site shall be planted

• Leak proof containers would be used for storage and transportation of oil/grease

• Collection and settling of storm water

Pre-Monsoon Depth to ground water: 12.20 to 24.20 mbgl

Post-Monsoon Depth to ground water: 8.50 to 25.53 mbgl (Source: District brochure of Rewari, CGWB 2007).

Rain water harvesting is proposed for recharge of ground water at the site. Recharge capacity at

the site is 158.75 m3. For this purpose a total of 4 RWH pits will be constructed within the site premises. There will be no abstraction of ground water during construction and operational phase.


Page 16

2.10. What precautions/measures are taken to prevent the runoff from construction activities

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

adverse impacts)

During Construction phase suitable garland drain as per the existing contours of the plot will be

developed to avoid any chance of contamination due to runoff.

In operation phase most of the storm water produced on site will be harvested for ground water

recharge. Thus proper management of this resource must be ensuring that it is free of

contamination. A detailed Storm Water Management Plan will be developed which will consider

the sources of storm water. The plan will incorporate best management practices which will

include the following:

9 Regular inspection and cleaning of storm drains.

9 Installation of clarifiers or Oil/Water separators system of adequate capacity around

parking areas and garages as per requirement.

9 Cover waste storage areas.

9 Avoid application of pesticides and herbicides before wet season.

9 Conducting routine inspections to ensure cleanliness.

9 Preparation of spill response plans, particularly for fuel and oil storage areas.

9 Provision of silt traps in storm water drains.

9 Good housekeeping in the above areas.

Precautions /Measures Taken to Prevent the Run-Off from Construction Activities

• Domestic Wastewater from Toilets: Domestic wastewater generated from the toilets will be

treated in the modular STP and treated water will be used for construction purpose.

• Site Development and Construction: The wastewater generation during site development

and construction mainly includes the storm water run-off from the construction areas,

stockpiles of construction materials and wastes, etc. mainly containing high suspended solids

(SS), in case these activities are undertaken during rainy season.


Page 17

2.11. How is the storm water from within the site managed? (State the provisions made to avoid

flooding of the area, details of the drainage facilities provided along with a site layout

indication contour levels).

Most of the storm water will be managed through Rain water harvesting technology. Storm water

layout is attached as Annexure-IV. The storm water management plan will include practices as

stated in point 2.10. A site layout indicating contour levels is attached as Annexure- V

2.12. Will the deployment of construction laborers particularly in the peak period lead to

unsanitary conditions around the project site (Justify with proper explanation).

There will be no unsanitary condition around the project site during peak period of the

construction activity. The construction labors hired are mostly temporary basis and proper

sanitary facility like common bating places, mobile toilets will be provided to labors. Sewage

treatment will be done by using modular STP in construction phase.

2.13. What on-site facilities are provided for the collection, treatment & safe disposal of sewage?

(Give details of the quantities of wastewater generation, treatment capacities with

technology & facilities for recycling and disposal).

Waste water generated from the site is 567 KLD. To treat this water, STP of capacity 450 &

200 KLD are proposed. The STP will be located in basement. Location of STP is marked in

Plumbing System Layout Site Plan attached as Annexure-IV.

Proposed Technology

FAB (Fluidized Aerobic Bed) technology is proposed.

Features

9 Low O&M cost

9 Low Maintenance

9 97% removal of organic loading

9 Reusable : Gardening/Toilet Flush


Page 18

Process

Wastewater from bathroom, Kitchen, floor wash etc. will pass through oil and grease trap

followed by bar screen to enter sludge collection tank. Wastewater is pumped into primary

settling tank, where chemical dosing increases the settling process. Clear water flows to Aeration

Tank for further treatment like UV and Ozonation. The collected sludge from the bottom of

settling tank is pumped into sludge holding tank using sludge transfer pumps.

Figure-7: A Conceptual Process Flow Diagram of Fluidized Aerobic Bioreactor (FAB)

The treated water will be used for gardening and flushing purposes. Dual plumbing system is

proposed to restrict flushing and domestic water from mixing.

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

or any other use.

Maximum treated water generated from STP will be 510 KLD. The treated waste water will be

used for Flushing and Gardening purposes. A Dual Plumbing system is proposed. Plan for Dual

Plumbing is shown in the plan attached as Annexure-IV & Annexure VI.


Page 19

3. VEGETATION

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

ecosystem with its unique features, if any)

There is no such area within 10 km radius of the project site. Even the local flora and other

species will not be affected due to the pre and post construction activities. Also, there are no eco-

sensitive areas located within 10 Km of the project site.

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

detailed account of the trees & vegetation affected by the project) No trees are required to be cut. The construction site is a vacant land.

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?) There will not be any kind of impact of this project on site features. The Green Belt for the

proposed project has been planned to provide a clean, healthy and beautiful green environment

for the people to live in and work in

Within the proposed project site green belt area has been for use of various species of plants,

shrubs to create a clean, healthy and aesthetic environment that provides a visual retreat and

relaxation to the occupants of the project. A combination of evergreen trees and ornamental

flowering trees and shrubs is used in the project site.

The capability of plants to act as a sink for air contaminants has been addressed by a number of

reviews. Various studies indicate that the surface of vegetation provides a major filtration and

reaction surface to the atmosphere for removing pollutants from the atmosphere. Therefore, the

green belt is essential feature of any developmental project because it acts as a pollution

cleansing region, improvement of the aesthetic value of the project and a noise buffer.

Impact will be minimized by existing green cover and soft landscape. Total green area of 3483.29 m2

is proposed to be developed at the project site. Landscape Plan is attached as Annexure-VII.

The suggested trees and shrubs are given in Table-10


Page 20

Table-10: List of suggested trees and shrubs

S.No. Botanical Name Common Name Trees

1. Azadirachta indica Neem 2. Delonix regia Gulmohar 3. Ixora parviflora Torch Tree 4. Polyalthia longifilia Ashoka

Shrubs 1. Rose Indica Rose 2. Baganvillia glavara Bouganinvillea 3. Tabernamontana divaricata Chandani 4. Thevetia Peruviana Yellow kaner 5. Nerium indicum Pink Kaner

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.

There will not be any type of displacement or any other effect on the local fauna due to

proposed project activities.

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

Within the proposed project site, proper landscaping has been planned to provide a

clean, healthy, and beautiful green environment for the people to live and work in.

Common native variety of trees and ornamental flowering species will be planted in the green

space. Landscaping can have direct positive impact on the local avifauna as this will provide

shelter to local birds.

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

on fauna.

These measures are not applicable for this project.


Page 21

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 source of air pollutants in the construction phase of the project will be,

A. D.G. Sets installed at the construction site

B. Vehicles for transportation of materials

C. Fugitive Dust Emissions

To mitigate the pollution from D.G. Sets proper stack height will be provided to the D.G

sets. HSD fuel with low sulphur content will be used to run D.G. sets. Vehicles will be

checked for pollution every 6 months. Pollution Under Control certificates will be maintained

properly.

Fugitive dust emissions shall be prevented by water spraying, sprinkling & screening.

Table -11: Background air quality at the project site (AQ1)

October’ 2014 S.No. Date Location PM2.5 PM10 SO2 NO2 CO

1 02-03.10.2014 AQ1 39.8 89.4 11.9 24.1 1.1 2 05-06.10.2014 AQ1 43.6 91.2 13.2 17.1 1.3 3 08-09.10.2014 AQ1 44.9 90.8 15.1 23.1 1.3 4 11-12.10.2014 AQ1 44.8 95.9 12.4 24.9 1.1 5 15-16.10.2014 AQ1 41.2 90.9 12.2 19.6 1.0 6 18-19.10.2014 AQ1 39.2 94.2 12.1 16.4 1.2 7 22-23.10.2014 AQ1 40.2 91.2 14.6 21.9 1.1 8 25-26.10.2014 AQ1 42.2 92.3 11.7 23.9 0.8

AQ1

Min 39.2 89.4 11.7 16.4 0.8 Max 44.9 95.9 15.1 24.9 1.3 Average 41.98 91.98 12.9 21.4 1.1 98 %tile 43.4 93.8 15.0 24.8 1.3 NAAQS

(For 24 hourly

monitoring)

60

100

80

80

2


Page 22

5.2. What are the impacts on generation of dust, smoke, odorous fumes or other hazardous

gases? Give details in relation to all the meteorological parameters.

During the construction and operation phase of proposed project, air pollution causing agents

can be vehicular movement and occasional use of DG sets. Stacks for DG sets will be

provided with proper height as per CPCB guidelines and with acoustic enclosures and

emissions from DG sets will meet the stipulated norms as per NAAQS.

Measures taken during Transport and Handling of Materials during Construction

The transport and handling of materials during construction has potential impacts on air

quality in the vicinity. Thus the following mitigation measures are adopted to minimize the

impacts.

Air Emissions

• Dust Suppression: The most cost-effective dust suppressant applied to mitigate

airborne dust is water, because of its efficiency as well as ready availability on the

construction site. Water can be applied using handheld sprays and automatic sprinkler

systems depending on the location. Water spray at the site also effectively suppresses

dust generated. Results have proven that for about 80% of such active area(s), the water

spray suppresses airborne dust by about >90%.

Table- 12: EMP for Dust Suppression

Sources/Process Emission Potential Scope of Control Effectiveness

Hydraulic excavators and loaders (e.g Front loader, backhoe face shovel bulldozers) for the excavation, lifting and movement of material such as Soil, overburden.

High when dry or fine silty material are being handled, particularly during strong windy weather

Use of water sprays to moisten material being handled. Soils may be subject to a soil moisture content planning condition

Moderate

Low when coarse or wet material are being handled during conditions of low wind speed

Minimize drop heights when unloading material. Protect from exposure to wind where possible.

Tractor scrapers (Soil strippers) for cutting ,lifting transporting and placing, spreading or shaping of soils

Moderate/High- when dry silty materials handled during windy weather

Use of water sprays to moisten material being handled.

Low

Vehicles for transport of material within the site.

High particularly when travelling over unsurfaced

Minimize onsite transportation distances.

High


Page 23

and dry site roads. Use of water sprays to moisten road surfaces during dry weather.

Use mechanical road sweepers during dry weather, to, limit visible dust emissions. Restrict vehicle speeds through signage/staff training.

Use of covered conveyors to transport material around the it

Hydraulic breakers for size reduction of large rocks

Low Water spraying of rock prior to fragmentation when high degree of control required.

Moderate

Exhausts and cooling fans on mobile plant processing quarried material.

High if unmitigated. Mobile plant exhausts and cooling fans will discharge above the horizontal to prevent dust mobilization.

Moderate

Conveyors for transporting material

Moderate if not protected from wind

Enclosure of transfer points (including roofing ) of conveyors

High

Wind boarding High

Moderate/High for dry or fine silty materials, particularly during strong wind weather

Water spraying of surfaces of material on conveyor.

High/ Moderate

Cleaning belts with scrapers and collecting scrapings in container

Moderate

Stockpiles for storage of quarried materials and soil/overburden during extraction and site development phases.

High when dry or fine silty materials are being stored /handled particularly during strong which weather.

Seed surfaces of completed mounds of overburden and top soil (restoration materials). Limit mechanical disturbance. Shield from wind e.g. through the use of tree planting or screening Use of water sprays to moisten surfaces during dry weather.

High Moderate

• Emission Control for Construction Equipment: Construction equipment and heavy transport vehicles shall meet emission standards like Bharat Stage -IV requirements for vehicles. The operation and maintenance of all vehicles, equipments deployed on site by different contractors would be regulated and effectively monitored. The Pollution under Control (PUC) certification will be ensured for proper O&M of vehicles.


Page 24

• Improved Maintenance: Recognizing that significant emission reductions can be achieved

through regular equipment and vehicle maintenance, all site contractors will be asked to take

necessary steps for proper maintenance of vehicle and equipments. A monetary incentive/

disincentive provision encourages contractors to comply with regular maintenance

requirements. The fuel used in the equipments, DG sets and vehicles will be of good quality

with low “Sulphur” percentage by following the norms prevailing in project area.

• Reduction of On-site Construction Time: The heavy construction activities will be confined

to the daytime to avoid higher impacts during the nighttime. During daytime, there is higher

atmospheric dilution. Rapid on-site construction would reduce the duration of traffic

interference and therefore, reduce emissions from traffic delay. Off-site fabrication of various

moulded structural components, obtaining proper cut size of stone, pre-fabricated concrete

slabs, etc. shall also enhance the quality of work environment at the construction site because

other factors such as traffic congestion and emissions are then not relevant.

Barrier around the Site: Besides the project site is enclosed by about 2.5 m high temporary

barrier during the whole construction period so that the spread of dust to the neighborhood shall

be restricted.

5.3. Will the proposal create shortage of parking space for vehicles? Furnish details of the

present level of transport infrastructure and measures proposed for improvement

including the traffic management at the entry & exit to the project site.

� No, the proposed project will not create shortage of parking space for the vehicle. The

proposed project will have sufficient parking facilities and space.

� Parking facility will be provided as per the norms and standards of the Affordable

group housing policy 2013.

� The total parking provided is 468 ECS which is more than the required parking that is 466

ECS. Basement parking plan & Ground coverage and Parking are attached as Annexure-VIII.

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

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

� Internal road width is proposed to be 6 m for internal traffic management. Internal Road

width is shown in Site Layout plan attached as Annexure-V.


Page 25

5.5. Will there be significant increase in traffic noise & vibrations? Give details of the sources

and the measures proposed for mitigation of the above.

� There would not be any significant increase in traffic noise and vibration due to the proposed

expansion project. Source of noise would be vehicular movement. The green belt around the

project site will act as effective noise and dust absorber.

� All tolerant plants are not necessarily good for green belts e.g. Xerophytes with sunken

stomata can withstand pollution by avoidance but are poor absorbers of pollutants due to low

gaseous exchange capacity. Therefore selection of plants is very important in green belt

development for effective removal of suspended particulate matter and for absorption of

gases.

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.

� As regards DG sets, these shall be provided with acoustic chambers ensuring maximum

outside noise level of 70-75 dB (A) at 1.0 m distance.

� The noise level from the DG sets will be maximum 75 dB (A) (at 1.0 m distance) as per the

prescribed compliance standards of the MoEF. The resultant outside noise level expected

from diesel generator sources in simultaneous operation but housed in an efficient acoustic

enclosure shall not exceed 75 dB (A).

Even if the DG sets are housed separately, the total resultant maximum sound pressure level of the

DG sets operating together would not be more than 75 dB (A) by the addition of sound

intensities, based on equation used for calculating cumulative noise.

Leq,T = 10 log{1/n n∑i=110 Li/10}

Where, Li = levels observed at ‘n’ equally spaced sources during interval T.

It is pertinent to mention here that DG sets will be used as power back up units and it is

anticipated that they shall operate only during hours of power failure. However, as they will be

acoustically enclosed, negligible impacts can be expected on the outside community. The acoustic

enclosure would reduce outside noise levels to less than 70 dB (A). It is further desirable to

increase the acoustic efficiency of enclosure to reduce the noise levels to less than 60-65 dB (A).

Another type of likely impact is due to vibration of the DG sets on the buildings and the working

structures. As far as impacts of vibrations are concerned, there would be adequate structural


Page 26

treatment provided to the foundation of the DG sets (as part of the building design). The DG sets

foundation will comprise of heavy weight inertia concrete block. The generator will be mounted on

Cushy Foot mounting and the concrete block will be isolated from the adjoining floor. Thus no

vibration impacts are expected from the DG sets.

Also during operation stage DG sets will be provided with sufficient stack height.

The location of D.G. sets is shown on Basement Plan attached as Annexure-VIII. The stack height H,

for these units is as follows:

Stack heights calculations:

For DG set of 1000 KVA

H = h + 0.2 √ D.G Set capacity; where h is height of the building and H is total Stack height

= h + 0.2 √ 1000 KVA

= h + 0.2*31.6

= h +6.32 m

= 6.32 m above the building height

We suggest minimum stack height of 6m above the height of the building for all the D.G. sets.

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?

The site lies in an urbanized settlement and is well planned. Thus, no obstruction of view or

scenic beauty or landscape is anticipated. Furthermore, the construction will be planned in such a

way that the organized open spaces and landscaped areas will render the plot aesthetically

appealing.

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

are the considerations taken into account?

There will not be any adverse impacts from new constructions on the existing structures. All

precautions will be taken to mitigate the impact due to water air and noise pollution during

construction and operation phase.

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

design criteria? They may be explicitly spelt out.


Page 27

Local considerations will be followed based on the urban form and urban design criteria. The

proposed project will be constructed within the designated site as per the defined Affordable

group housing policy 2013.

6.4. Are there any anthropological or archaeological sites or artifact nearby? State if any other

significant features in the vicinity of the proposed site have been considered.

Within the project influence area, there are no significant archeological sites or artifacts nearby.

Since all the activities whether during the construction or operation stage, will be carried out in

the project premises hence no impact on any type of archeological monuments are envisaged.

7. SOCIO-ECONOMIC ASPECTS

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

Provide the details.

Establishment of any residential project leads to socio-economic changes. Development of a

society that will stand robustly against economic or natural calamities. It fulfills the required

trained man power for the development of country. Influx of population leads to change in

economic status of the community. During construction period 200-300 people will be engaged

and hence there will be temporary increase in the number of people, till construction complete.

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

The existing Social infrastructure around the proposed project is as shown in Table-13.

Table-13: Social Infrastructure around the project site.

S. No. Site Surroundings

Description Distance and Direction

1. Nearest School Cambridge Public School 1.5 Km towards East

2. Nearest Hospital Pushpanjali Hospital 2 Km towards North 3. Places of worship Shiv Mandir 2 Km towards North

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

other cultural values? What are the safeguards proposed?

No, the proposed development will not have adverse effects on local communities. On the

contrary, it is expected that there will be major positive impacts due to development of the


Page 28

proposed project. Positive impacts would include improvement in residential stability directly

and economic condition of society indirectly. The major adverse impact may be the dilution of

the social tradition and ethics. It may be suggested to respect and understand the regional

traditions and ethics. There is no sacred site or cultural heritage site in nearby vicinity of proposed

project; hence no adverse impacts are envisaged.

8. BUILDING MATERIALS

8.1. May involve the use of building materials with high-embodied energy. Are the construction

materials produced with energy efficient processes? (Give details of energy conservation

measures in the selection of building materials and their energy efficiency).

The main construction materials being utilized in the construction of the proposed project

include Stone Aggregate, Coarse sand/fine sand, Steel, Fly Ash, Sand Stone, Granite/Marble,

Bricks, and Blocks, glass etc.

Table-14: The embodied energy content of the construction material

Primary Energy Requirement

Materials

Primary Energy Requirement

(Gj/tonne) Very High Energy

Aluminum 200-250 Stainless steel 50-100 Plastic Copper

100+ 100+

Steel 30-60 Lead 25+

High Energy

Glass 12-25 Cement Plasterboard

5-8 8-10

Lime 3-5 Medium Energy

Clay bricks and tiles 2-7 Gypsum Plaster Concrete 1-4 Sand,aggregate <0.5

Source: Manual on norms and standards for environment clearance of large construction projects, MoEF

8.2. Transport and handling of materials during construction may result in pollution, noise &

public nuisance. What measures are taken to minimize the impacts?

The transport and handling of materials during construction phase has potential impacts on air

and noise emissions in the vicinity. Thus, to control this, various mitigation measures will be

adopted to minimize the impacts.


Page 29

AIR EMISSIONS

� Dust Suppression: The most cost-effective dust suppressant applied to mitigate airborne dust is

water, because of its efficiency as well as ready availability on the construction site. Water can be

applied using water trucks, handheld sprays and automatic sprinkler systems depending on the

location. Water spraying at the site also effectively suppresses dust generated.

Results have proven that for about 80% of such active area(s), the water spray suppresses airborne

dust by about >90%.

� Reduction of Vehicular Emissions: The transport of materials such as concrete, stone, cement, asphalt,

etc. to the construction site generally generates significant amount of pollutants on road. Therefore,

setting up of local facilities such as temporary portable concrete mixing plants, stone cutting at site,

etc. with adequate pollution control devices eliminates significant emissions during haulage of

materials will be implemented.

� Emission Control for Construction Equipment: Construction equipment and heavy transport vehicles

shall meet emission standards like Bharat Stage-IV requirements for vehicles. The operation and

maintenance of all vehicles, equipments deployed on site by different contractors will be regulated

and effectively monitored. The Pollution under Control (PUC) certification will be ensured for proper

O&M of vehicles.

� Improved Maintenance: Recognizing that significant emission reductions can be achieved through

regular equipment and vehicle maintenance, all site contractors are asked to take necessary steps

for proper maintenance of vehicle and equipments. A monetary incentive/ disincentive provision

encourages contractors to comply with regular maintenance requirements. The fuel used in the

equipments, DG sets and vehicles will be of good quality with low “Sulphur” percentage by following

the norms prevailing in project area.

� Reduction of On-site Construction Time: The heavy construction activities will be confined to the

daytime to avoid higher impacts during the night time. During daytime, there is higher atmospheric

dilution. Rapid on-site construction would reduce the duration of traffic interference and therefore,

reduce emissions from traffic delay. Off-site fabrication of various moulded structural components,

obtaining proper cut size of stone, pre-fabricated concrete slabs, etc. shall also enhance the quality of

work environment at the construction site because other factors such as traffic congestion and

emissions are then not relevant.


Page 30

NOISE EMISSIONS � The mitigation measures concerning technological control at source (of vehicles) shall meet the

minimum compliance requirements for manufacturing stage. Besides these, other measures

shall be of preventive nature as follows:

� Restriction of Time of Construction: The heavy construction and transport activities shall be

restricted to daytime operation when the background noise levels are high so that impacts

like sleep disturbance during the night time are avoided.

� Provision of Noise Barrier: No extra barrier will be provided because it is within the premises

of the project site.

� Proper Maintenance of Construction Equipment/Vehicles: Proper operation and maintenance

of heavy equipment as well as transport vehicles shall also ensure lower noise emissions.

8.3. Occupational & Passive Protection: Ear plugs, ear muffs, etc. will be provided to workers

handling high noise equipment or stone cutting operations shall protect them from high

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

savings achieved?

Fly ash used materials would be utilized for paving work etc, if viable. Also, the construction

waste (particularly the construction debris) will be used on the project site for leveling

purposes. An approximate saving of 5% to 7% is proposed to be achieved.

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

during the operation phases of the project.

� The proposed project is expected to generate certain types of wastes which would include both

non-hazardous and some hazardous wastes. The non-hazardous wastes generated at the project

would be municipal solid waste including paper & cardboard wastes, food wastes, plastic

wastes etc. STP sludge and other solid waste would also generate.

� It is estimated that total quantity of municipal solid waste generated will be approx 1992.45

kg/day from the proposed project.

� The solid waste expected to be generated by the population in the proposed Project can be

broadly categorized into bio-degradable and non-biodegradable. These solid wastes will be


Page 31

collected separately by putting tow type of separate bins at the source of generation.

The proposed Project is also expected to generate following categories of hazardous wastes:

• Used Oil - from DG sets

• Oil Contaminated Wastes - maintenance operations, etc

MITIGATION MEASURES:

• Bins for storage of bio-degradable wastes shall be painted green, and those for storage of other wastes shall be painted blue.

• Overall it would be ensured that all waste fractions are appropriately recycled/ disposed of

through authorized recyclers/re-refiners/contractors. Records will be kept regarding amount

and characteristics of all types of wastes.

• Paper & cardboard wastes, plastic wastes, metal wastes and other recyclable wastes will be

sold to authorized contractors.

• The STP sludge will be used as a bio-manure for green area.

• As regards hazardous wastes, the building management staff of the proposed project will

review the proposed operations and make a thorough "applicability analysis" of the

Hazardous Waste Rules, to identify specific wastes, to be generated in the proposed project,

that shall be categorized as hazardous wastes. The management staff would then manage

hazardous waste as per the prevailing rules. The management staff of the proposed project

would ensure compliance with all the conditions on a continual basis.

• Hazardous wastes shall be stored in secured places with adequate secondary containment and

labeling as per the requirements of Hazardous Waste Rules.

• Appropriate records of hazardous wastes generation and disposal (in Form-3, Form-4, Form-

13 etc.) shall be maintained as per the requirements of MoEF’s Rule.

• The used oil and oil-contaminated wastes shall be disposed of through authorized

recyclers/re-refiners. Any other hazardous wastes, generated on-site, shall be sold only to

authorized contractors.


Page 32

Figure-8: Solid Waste Management during Operation Phase

The proposed project is expected to generate certain types of wastes which would be manage to

collection, segregation, processing & disposal as per Municipal Solid Waste (Management and

handling) Rules, 2000

Final disposal through Government approved agency. or disposed to

MSW site

Disposed to MSW sites for composting


Page 33

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?

Power requirement and source of power supply and its backup:

Power consumption during the operational phase will be 4.2 MW and will be supplied by

Dakshin Haryana Bijli Vidyut Nigam Ltd. (DHBVNL)

Powe For power back up, 4 DG Sets of total capacity 4000 KVA (1000 KVA+ 1000 KVA +

1000 KVA + 1000 KVA) i.e. 4.00 MW will be provided. DG sets will be installed with

suitable stack height as per CPCB guidelines and enclosed by the acoustic enclosure for noise

abatement.

Energy consumption assumed per square foot of built-up area is 0.0169 KVA.

Energy Conservation Measures:

• Construction of the buildings will require additional power and energy requirement during its

operation phase. To minimize the energy consumption & power load, building can be

designed and constructed according to Energy Conservation Building Code 2007 which sets

minimum energy standards for buildings.

The proposed project will adopt various energy conservation measures. The range of these

energy efficiency measures can be broadly categorized under:

• Architectural Design Features;

• Energy saving preventive practices; and

• Behavioral change and raising awareness.

Energy conservation program will include measures taken for both energy demand as well as

supply management


Page 34

The energy conservation efforts may consist of the following mitigation measures:

a. Architectural Design Features

• Most of the external surface of the building will be design in way to have an air gap between

the wall surface and the external skin. This should reduce the transmission of heat into the

building as the heat would get dissipated into the air gap to an extent. Landscaping will be

carefully considered within the overall architectural concept.

b. Energy Saving Practices:

• Purchase of energy efficient appliances.

• Constant monitoring of energy consumption and defining targets for energy conservation.

• Adjusting the settings and illumination levels to ensure minimum energy used for desired comfort levels.

• Use of Light Emitting Diodes (LED) and low voltage lighting.

c. Behavioral Change for Reducing the Consumption

• Train all staff and operators for energy efficiency measures.

• Promoting staffs’ awareness on energy conservation.

• Training of staffs on methods of energy conservation and to be vigilant of such opportunities.

• Turn on all lights when not in use, especially in conference rooms and turn down remaining lighting levels where ever possible.

• Reduce Consumption. • Use energy-efficient building designs

and ventilation systems. • Create staff awareness and conduct

training programmes. • Maximizing the use of Natural lighting.

• Utililise Energy-efficient equipment.

• Exploring the possibilities of utilizing renewable energy.

DEMAND Energy Conservation,

Monitoring & Management system

SUPPLY


Page 35

Passive Solar Design Considerations

Following are the consideration adopted for passive solar design of the buildings in the proposed

project:

• Maximum openings would be towards the north to get natural light that will not unduly heat up the interiors.

• Least opening would be provided towards southern and western walls so as to cut out the hot incident rays of the sun.

• Windows provided would be shaded adequately by designing double layer glass glazing so that no direct rays of sun can come into the building.

Most of the external surface of the building will be designed in a way to have an air gap between

the wall surface and the external skin. This should reduce the transmission of heat into the

building as the heat would get dissipated into the air gap to an extent.

As an endnote, the design has been a conscious effort to make a modern building with local

materials and will not use excessive amount of glass and steel. The glasses that would be used on

the surfaces that have direct incident rays have double glazing.

The thermal characteristics of various components of building envelope are provided in Table-

15 and Table-16.

Table-15: Thermal Characteristics (U Values) of various components of building envelope

Components Details U Value

(K.m2W-1)

Building Envelop Building envelop for external wall will be made of

Bricks, concrete, steel etc.

Brick 1.25

Concrete 0.9

Roof 250 mm thick HW concrete, 50 mm thick expanded

polyethylene, tarfelt roll & built-up roofing. 0.08

Wood - 2.17


Page 36

Table-16: Thermal Characteristics (R Values) of various components of building envelope

Components Details R Value

(K.m2W-1)

Building

Envelop

Building envelop for external wall will be

made of Bricks, concrete, steel etc.

Brick 0.87

Concrete 0.78 – 1.25

Steel 1.07 – 1.25

Aluminium 0.004 – 0.005

Wood - 0.46

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

4 DG set of 1000 KVA with acoustic enclosures is proposed as emergency power backup. A

total power back up of 4000 KVA (95% of the required load) will be provided.

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?

Glass panel will have maximum light transmission but low solar heat radiation. This will reduce

quantity of heat inflow into the building. Single pane glass of 0.25 thickness with visible

transmittance upto 85% day lighting may be used. Single pane glass with a transmission

coefficient ‘U’ as 1.1 Btu/Hr/Sq. ft./⁰F TD and SHGC: 0.52

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

applications made in the proposed project.

Passive solar design in Architecture: Solar design is the use of architectural features to replace

the use of grid electricity and fossil fuel with the use of solar energy and decrease the energy

needed in a home or building with insulation and efficient lighting and appliances.


Page 37

Architectural features used in solar design include:

• Large south facing windows and minimum north-facing glazing.

• Use of materials with high thermal masses such as walls or roofs that absorbs and hold

the sun’s heat. Materials with high specific heat capacities, like stone, concrete, adobe or

water work bests.

• Insulation to reduce heat loss

• Sunspaces such as conservatories on south-facing elevations. These collect heat which

can be distributed throughout the building and reduce heat losses by creating thermal

buffer.

• Insulating shutters for windows to be closed at night and on overcast days. These trap

the solar heat in the building.

• Planting deciduous trees near the windows. The leaves will give shade in summer but falls in winter to let the sunlight enter the building.

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.

Yes, the layout of streets and buildings has been proposed to maximize the potential for solar energy

devices. After ensuring the viability, solar energy will be used for street lighting.

9.6. Is shading effectively used to reduce cooling/heating loads? What principles have been used

to maximize the shading of Walls on the East and the West and the Roof? How much

energy saving has been effected?

Yes. Shading has been effectively used to reduce the cooling loads. The following techniques

have been adopted:

• For walls on the east and west side of the building a maximum of 10% window to wall

ratio is recommend to minimize solar radiations, which further helps minimize

cooling/ventilation.

• Living areas to be aligned to get maximum north south light and services areas are to be

located on the western side.


Page 38

• Shading is used to increase cooling effects in the building.

• There will be less numbers of openings on the west side and ore numbers of openings on

south side

• Projections such as balconies are provided on the south direction such that summer sun is

stopped and winter sun is let in.

• Promoting residents awareness on energy conservation.

9.7. Do the structures use energy-efficient space conditioning, lighting and mechanical systems?

Provide technical details. Provide details of the transformers and motor efficiencies,

lighting intensity and air-conditioning load assumptions? Are you using CFC and HCFC

free chillers? Provide specifications.

Suitable energy optimization will be adopted during the calculation of the energy load of the

proposed project. The space heating load will be minimized using passive solar structure, suitable

building envelop materials. Use of incandescent and halogen lamps will be avoided and energy

efficient compact fluorescent lamps /LED will be used for all common area. The light in the car

parking will be designed to achieve 33%, 66 % and 100% illustration to suit the

occupation of the premises.

9.8. What are the likely effects of the building activity in altering the micro-climates? Provide a

self-assessment on the likely impacts of the proposed construction on creation of heat island

& inversion effects?

Heat emission from the proposed construction can be from the following sources: Heat absorbed from

the paved and concrete structures, heat generated from equipments / appliances, and due to increased

population in the proposed project site. However the heat generated will not be significant and will be

dissipated in the lush greens and open areas provided within the project site. Hence it can be concluded

that the heat island effect shall not be a concern for the concerned project.

Moreover, Green cover will be provided at site and will incorporate such design considerations that

control formation of heat islands.


Page 39

The buildup of indoor air contaminants is contributed by inadequate ventilation, contamination from

inside and outside the building, besides microbial contamination and contamination from building

fabric. The measures proposed for maintaining indoor air quality is presented in Table 17.

Table-17: Indoor air contaminants, Source and Health Effects

S.no. Indoor air

contamina

Source Health Effects Measure to be

1. Volatile organic compounds (VOCs)

Paints, Cleaning compounds, glues, photocopiers, “Spirit duplicators, signature machines, Tobacco smokes, dried out floor drains, cosmetics and other personal products

Nausea, Dizzines, Eye, respiratory tract, mucous membrane irritation, headache and fatigue

Adequate ventilation

2. Miscellaneous inorganic gases which included ammonia, Hydrogen sulfide, sulphur dioxide

Window cleaners, acid drain cleaners, combustion products, tobacco smoked , blue print equipment

Eye, respiratory tract, mucous membrane irritation, aggravation of chronic respiratory diseases.

Adequate ventilation

3. Asbestos Insulation and other building material such as floor tiles dry wall compounds, reinforces plaster

Asbestos is normally not a source of acute health effects. However, during renovation or maintenance operations asbestos may be dislodged and become airborne.

Avoidance of use of asbestos in buildings and equipment’s to the extent possible.

4. Synthetic fibers Fibrous glass and mineral wool Irritation to the eyes, skin and lungs dermatitis

Avoid use of these material in insulation

5. Carbon Dioxide Unvented gas, improperly vented devices, processes or operations, which produce combustion products, human respiration.

Difficulty concentrating, drowsiness, increased Respiration rate.

Proper venting any combustion equipment.

6. Carbon Monoxide

Fossil-fuel engine exhausts, improperly vented fossil-fuel appliances.

Dizziness, headache, nausea, cyanosis, Cardiovascular effects and death

Adequate venting and ventilation.


Page 40

7. Nitrogen Oxides Combustion products from

gas furnaces and appliances, tobacco smoke, welding, and gas and diesel

Eye, respiratory and mucous membrane irritation.

Adequate venting of combustion stacks.

8. Ozone Copy machines, electrostatic air cleaners, electrical arcing, and smog

Eye, respiratory tract, mucous membrane irritation; aggravation of chronic respiratory diseases.

Adequate ventilation.

9.9. What are the thermal characteristics of the building envelope? (a) roof; (b) external walls;

and (c) fenestration? Give details of the material used and the U-values or the R values of

the individual components.

The building envelope for external walls will be made of bricks, concrete and steel. The R and U

values building material will be considered as per ECBC norms at the designing stage.

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

emergency plans.

Adequate fire protection facilities will be installed including fire detectors, fire alarm and

firefighting system. All fire protection facilities would be designed as per the National

Building Code.

• Fire Service Access: The fire service personnel will be able to get hose lines to all portions of the building. Fire

Tender, Rescue Tender, Hydraulic Platform access roads will be wide enough to support the

equipment used by the fire service. They also will be able to support the weight of Fire

Tender/Rescue Tender/ Hydraulic Platform. Access roads will be provided for emergency uses

designated as fire lanes and vehicle parking will be prohibited.

• Firefighting water suppliers: Adequate quantity of Water supply will be maintained in tanks as per National Building

Code / National Fire Protection Association will be available for fire service to fight a fire in a

building as shown in site plan. All fire safety system will be run from fire control room as

provided in project.


Page 41

Response in case of Fire

• Required response during in the event of a fire should be described in signs located in the

lobby.

• On sighting a fire, it should be immediately informed to the environment manager giving

the exact location and type of fire in detail.

• Initiate the Emergency Response Team for fires.

• If the fire is small, engage in extinguishing the fire using the nearest fire extinguisher.

• Guide the Emergency Response Team staff to the emergency assembly point.

• The Emergency Response Team should immediately inform the nearest dispensary and

security force. If required a fire tender should be summoned.

• The response team should immediately move to the point of fire and take all necessary

steps to stop the fire. If the fire is not controllable and spreads then the manager in charge

should inform the district authorities and call for external help.

• The Emergency Response Team will provide immediate relief to the injured residents at

the scene of incident. Any injured persons should be evacuated on priority to the

dispensary or one of the nearest hospitals based on their condition.

General Instructions for Occupants in case of Fire

• Get out of buildings as quickly and as safely as possible.

• Use the stairs to escape. When evacuating, stay low to the ground.

• If possible, cover mouth with a cloth to avoid inhaling smoke and gases.

• Close doors in each room after escaping to delay the spread of the fire

• If smoke is pouring in around bottom of the door or if it feels hot, keep the door closed.

• Open a window to escape or for fresh air while awaiting rescue.

• If there is no smoke at bottom or top and the door is not hot, then open the door slowly.

• If there is too much smoke or fire in the hall, slam the door shut.

• Stay out of damaged buildings.

• Check that all wiring and utilities are safe.

Firefighting system is proposed to prevent and control fire outbreaks for the project. The

firefighting system will consist of portable fire extinguishers, hose reel, wet riser, yard

hydrant, automatic sprinkler system, and manual fire alarm system. The project will also be

provided with automatic fire detection and alarm system.


Page 42

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

emissivity and thermal characteristics.

Glass panel will have maximum light transmission but low solar heat radiation. This will reduce

quantity of heat inflow into the building. Single pane glass of 0.25 thickness with visible

transmittance upto 85% day lighting may be used. Single pane glass with a transmission

coefficient ‘U’ as 1.1 Btu/Hr/Sq. ft./⁰F TD and SHGC: 0.52

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

mitigating the effects of infiltration.

Reduced air infiltration combined with proper ventilation can not only reduce energy bills but it

can also improve the quality of indoor air. Outdoor air that leaks indoor makes it difficult to

maintain comfort and energy efficiency. In addition, air leakage accounts for 25-40% energy

used for heating and cooling in a typical building. For this purpose the building has been

designed in a compact manner, leaving ventilation shaft in between buildings for facilitating the

escape of hot exhaust air.

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.

• The Energy efficient lighting will be done with the use of CFL and LED lamps. Additionally solar

energy will be used for hot water provision.

• Use of Solar energy for street lightening will be explored.

10. Environment Management Plan

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

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

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

also delineate the environmental monitoring plan for compliance of various environmental

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

site including fire.

The mitigation measures suggested for the impacts identified on the various environmental

components due to the project activities are given in this section. A detailed environmental

management plan is presented in Table-18 & 19 to mitigate all the identified environmental

impacts that are found to be significant.

Form-IA



illage Dham


istrict: Rew

ari

Page 43

Table-18: Environmental M

anagement Plan – C

onstruction Phase

S. No

Environmental Im

pacts M

itigation Measures

Implem

enting

Agency

Monitoring

Agency

(i) A

ir pollution

due to

emissions

from

construction m

achinery

and m

ovement

of

vehicles.

b) Vehicles transporting construction m

aterials prone to fugitive dust

emissions should be covered.

c) Trucks carrying sand should be provided w

ith tarpaulin sheets to

cover the bed and sides of the trucks.

d) Idling of delivery trucks or other equipment should not be perm

itted

during loading and unloading.

e) A

ll construction vehicles should comply w

ith air emission

standards and be maintained properly.

f) D

evelopment of alternative access routes to the site by passing the

residential areas to avoid air pollution

Building

Contractor

Project

proponent

(ii) A

ir pollution, noise and

safety hazard

due to

movem

ent of

construction vehicles

through internal roads of

residential areas.

a) Im

provement of road surface to standards adequate to w

ithstand

movem

ent of heavy construction vehicles

b) Installing appropriate signage and deploying flagm

en during peak

traffic period to regulate the movem

ent of traffic

Building

Contractor

Project

proponent

(iii) N

oise pollution

due to

operation of construction

machinery at the site.

a) Construction

contracts should

specify that

the construction

equipment should m

eet the noise and air emission levels as per

EPA Rules, 1986.

Building

Contractor

Project

proponent

Form-IA



illage Dham


istrict: Rew

ari

Page 44

b) Generator sets should be provided w

ith noise shields around them.

c) V

ehicles used for transportation of construction material should be

well m

aintained.

d) The workers operating high noise m

achinery or operating near it

should be provided with ear plugs

e) The high noise generating stationary m

achinery should be located

at the southern or central portion of the site

(iv) Im

pact on comm

unity

water resources (quality).

a) A

ll waste w

ater discharges from construction site w

ill be received

in septic tanks, adequate capacity and soak pits.

b) O

il handling and storage area will be surfaced and provided w

ith

catch pit to intercept any accidental spillages.

Building

Contractor

Project

proponent

(v) Sanitation and healthcare

at workers cam

p

a) The contractor shall install adequate lavatories; soak pits and baths

at the construction camp to cater to the requirem

ents of the

workers.

b) The construction cam

p should be located on the south-west corner

of the site

c) The contractor shall build septic tanks w

ith adequate capacity at the

workers colony and at construction yard.

d) A

ll organic waste guaranteed at construction yard and w

orker camp

should be composted in com

post trench.

e) Q

uarterly health check-ups of construction workers should be

organized at workers colony.

Building

Contractor

Project

proponent

Form-IA



illage Dham


istrict: Rew

ari

Page 45

f) A

dequate provision of water supply and fuel for cooking should be

made at w

orkers colony.

(vii) Im

provement of A

ccess

Roads to the site

a) Im

provement and w

idening of the existing access roads.

b) Establishing road connection

c) Relocation of the encroachm

ents in temporary shelters if the

approach road along the boundary of the project site connecting the

road is used for transportation of construction materials to the site.

Building

Contractor

Project

proponent

(viii) Im

pact on Micro Clim

ate a)

On-site planting of shading trees

b) Planting of num

bers of trees, of species suitable to the semiarid

climatic condition and alluvial soil of the project site along the

roads and on the designated open spaces to ensure the improvem

ent

of micro-clim

atic condition of the project site.

Building

Contractor

Project

proponent

Form-IA



illage Dham


istrict: Rew

ari

Page 46

Table-19: Environmental M

anagement Plan - O

peration Phase

S.No

Environmental

Impacts

Mitigation M

easures O

rganizational /

Monitoring A

rrangements

Training

Requirem

ents

Implem

enting

Arrangem

ents

(i) U

nsanitary conditions in

the rehabilitation

site

due to

inadequate

managem

ent of

solid

waste

1. Provision for door –

to-door collection

of

waste from

the

households and

arrangement

for its

regular removal from

the site

2. Participation of

comm

unity groups in

the collection and

disposal process

Formation of housing society

by involving

comm

unity

voluntary groups and creation

of a corpus funds that could

be utilized for the solid waste

managem

ent in

the project

site.

1. Training and

awareness

programs w

ith the

comm

unity

mem

bers.

2. Training

for the

segregation of

waste.

Staff w

ould m

onitor the

solid waste collection and

will be responsible for the

disposal of the waste. D

ay

to day

functioning

of

waste

collection and

managem

ent of

fund

would

be the

responsibility of

the

housing society

(ii) M

aintenance of

adequate quality of life

standard in

the

resettlement site

1. Provision of rainwater

infiltration through

shallow

wells

at the

site to augment ground

water resources

Association

between

the

comm

unity group,

housing

society and project proponent

for the

maintenance

and

operation of the system

Training and

awareness

program

with

the com

munity

mem

bers for

the

proper maintenance of

the facility

Staff through

comm

unity group

the

Form-IA



illage Dham


istrict: Rew

ari

Page 47

2. Provision for regular

potable water supply to

meet

the drinking

water

needs of

the

residents population

project proponent forming a

task force

with

the Local

Municipal

Corporation to

monitor

the consistency

in

supply of potable water

Aw

areness program

with

the resident’s

population for

the

conservation of

potable water.

--

3. Provision for adequate

maintenance of assets

to ensure their smooth

functioning

Association

between

the

comm

unity group,

housing

society and project proponent

for the

maintenance

and

operation of the system

Training for

the

comm

unity groups on

the m

aintenance

needs.

Housing society w

ith the

Comm

unity group

4. D

evelopment

and

maintenance of green-

belt and green areas to

overcome

micro-

climatic im

pacts

project proponent

in

association w

ith the

comm

unity monitoring group

Training to

the

comm

unity group on

plant maintenance

Housing society w

ith the

comm

unity group


Page 48

Environmental Monitoring Plan

It is proposed to monitor essential parameters for ambient air quality, ambient noise quality,

ground water quality, and waste water quality both during the construction and operation phases

of the project. However the monitoring schedule is given in Table-20.

Table-20: Environmental Monitoring Schedule

S. No Particulars Monitoring

Frequency

Duration of

Sampling

Important Monitoring

Parameters

1 Ambient Air Quality Monitoring

Project site Once in 6 Months 24 hr continuously

except CO (8

hourly)

PM10, PM2.5,SO2, NO2 & CO

3 Ambient Noise Level Near DG set Once in 6 Months 8 hr continuous

with 1 hr interval

Noise level in dB(A)

4 Ground/Drinking Water Quality Monitoring

Ground Water –

at project site

Once in 6 Months Grab Sampling Parameters specified under

IS:10500:2012

5 Soil Quality

At the green belt

area

Twice in a year Samples were

collected from

three different

depths viz., 30cm,

60cm, and 100cm

below the surface

Parameter for soil quality:

pH, texture, electrical

conductivity, organic

matter, nitrogen, phosphate,

sodium, calcium, potassium

and Magnesium.

Environmental Monitoring:

Various environmental protection and mitigation measures have been suggested in the previous

Chapter/section for ensuring compliance with the stipulated environmental regulations and

applicable standards. Also, there are specified environmental monitoring and record keeping

requirements for operating facilities that the proposed Project will have to comply with. Though


Page 49

record keeping would be largely an in-house activity, environmental monitoring within and

outside of the proposed Project would be carried out through recognized environmental

laboratories as per the requirements of MoEF and HSPCB and other regulatory authorities.

The purpose of environmental monitoring is to evaluate the effectiveness of implementation of

EMP by periodically monitoring the important environmental parameters within the impact area,

so that any potential adverse impacts are detected and timely action can be taken. In order to

ensure compliance with the applicable regulatory requirements, the Project plans to conduct the

following environmental monitoring activities.

Wastewater Quality Monitoring and Record Keeping

The wastewater discharges from the proposed Project will mainly comprise of domestic sewage

and other wastewater discharges from drinking water points, toilets, washbasins, food court and

kitchen, backwashing of filters (used in water treatment) etc.

Therefore, as per the requirements of the Water (Prevention and Control of Pollution) Act 1974,

the Project will apply to HSPCB for the Consent to Establish. Before starting the operation, the

Project will apply to HSPCB for the Consent to Operate for Wastewater Discharges and

thereafter periodically renew its Consent to Operate. Subsequently, whenever there is a change

in the operations, the Project will get the requisite amendments in its Consent.

The Project would maintain an inventory of all sources of wastewater and maintain records of

waste water quality and quantity for the wastewater streams, as required. The Project will ensure

that wastewater analysis is conducted for all regulated parameters as per HSPCB’s specification

or as per conditions of Consent to Operate and to ensure compliance with any other specifically

applicable standards. The frequency of wastewater quality monitoring would be decided in

consultation with the HSPCB officials. Care will be taken to ensure that wastewater analysis is

conducted at such a frequency that potential variations due to various operational factors are

recorded.

Noise Level Monitoring and Record keeping

The Project would maintain an inventory of all point and non-point sources of noise emissions

and identify regulated sources, if any, if specified in the HSPCB's Consent to Operate for Air

Emissions. Main source of noise would be DG sets. But as DG sets with acoustic enclosure has

been proposed, there would be minimal chance of noise pollution. However, the Project

management would conduct noise level monitoring at the specified locations within, on the fence


Page 50

line/boundary, and outside the Project’s premises to ensure compliance with the specific

standards and conditions of the Consent to Operate. The locations of the noise monitoring

stations and frequency of noise level monitoring would be decided in consultation with the

HSPCB officials. The noise level monitoring would be conducted at such a frequency that

potential variations due to various operational factors are recorded.

Solid Waste Management Plan

In order to ensure compliance with the applicable requirements for waste management, the

Project would prepare an inventory of wastes generated on-site. This would be compiled from

waste inventories of different areas/processes of the proposed Project. Solid waste from the

proposed Project will be mainly:

(i) Biodegradable wastes organic wastes like foods wastes from the offices and canteens

which is would be collected on daily basis by municipal trucks of the locality.

(ii) Non-biodegradable Inorganic wastes like papers, cartons, thermocol, plastics, polythene

bags, glass etc shall be sold to recyclers.

These inventories/records will include waste quantities and characteristics, as well as the

utilization/disposal methods.

Awareness and Training

Training and human resource development is an important link for achieving sustainable

operation of the facility and environmental management. For successful functioning of the

project, relevant EMPs will be communicated to the residents of the project. Everyone will be

made aware of importance of their various environmental responsibilities including waste

segregation and storage, water and energy conservation, etc. This awareness will be provided

through documents and periodic meetings. They will be informed of their responsibilities for

successful operation of various environmental management schemes inside the Project premises.

Relevant personnel at site will be trained for the following:

• Applicable EH&S regulations and compliance requirements for the same.

• Collection, Segregation, Storage and Disposal of solid and hazardous wastes.

• Operation and maintenance of Sewage Treatment Plant and recycling system

• Techniques for waste minimization, water conservation and energy conservation, etc.

• Functioning of the Project’s Environmental Management System (EMS) including


Page 51

environmental monitoring, reporting and documentation needs.

• Requirements and responsibilities in case of an emergency as per emergency response plan.

Environmental Documentation

Documentation and reporting of environmental performance is an important management tool for

ensuring sustainable operation of the Project. Documents/Records shall be maintained for

regulatory, monitoring and operational issues. Typical documentation requirements for the

“Project” are summarized in Table-23.

Table-23: Environmental Documentation for Operational Phase of the Project

PARAMETER PARTICULARS

Air

Emissions

(incl. Noise)

• Consent to Establish from HSPCB

• Consent to Operate for Air Emissions from HSPCB

• Operational details of DG sets, and air pollution control equipment including number of hours of operation, fuel usage, etc.

• Ambient Air Quality and Stack Emissions Monitoring records

• “Type Approval Certificates” and “Conformance Labels” for the

DG sets

• Ambient Noise Monitoring Records

PARAMETER PARTICULARS

Water Supply • Water Quality Monitoring records

• Water Cess Returns

Wastewater

Discharges • Consent to Establish from HSPCB

• Consent to Operate for Wastewater Discharges from HSPCB

• Details of quantity of wastewater discharged from various sources

and discharged from the outlet of the STP for recycling/into the

sewer (if any)

• Operational details of STP including number of hours of operation,

chemical usage, in-process wastewater quality, etc.

• Wastewater Quality and Quantity Monitoring records


Page 52

Waste Management • Permission for disposal of solid wastes from concern municipality/authority

• Wastes Management Inventory including details of quantity of wastes generated on-site and mode of their disposal

• Inventory of wastes stored on-site

• Records of hazardous wastes stored on-site (in Form-3) (if generated)

• Annual Returns for hazardous wastes (in Form-4 and Form-13) to HSPCB

• Documentation related to off-site transportation and disposal of hazardous wastes (including Form-9 and Form-10)

Environmental

Statement • Submission of Environmental Statement to HSPCB before 30th

September every year

Petroleum Storage • License from PESO for storage of HSD and other petroleum substances (based on their quantities)

• Inventory of petroleum substances stored on-site both at storage and usage locations

• Regular integrity testing/inspection reports for the storage tanks

Table-24: Environmental Management Cost

COMPONENT CAPITAL COST (RS. IN LACS)

RECURRING COST (RS. IN LACS)

Sewage Treatment Plant 20 3

Rain Water Harvesting System 10 3

Solid Waste Management 5 2

Environmental Monitoring & Awareness

- 5

Green Area 10 2

Others (Energy saving devices, miscellaneous)

30 10

Total 75 25

CP for the proposed Affordable Group Housing Project at Village Dhamlaka, Sector-26 & 27, District: Rewari

Page 1

CONCEPTUAL PLAN

1. INTRODUCTION

The project will be developed at Killa No. 11, 12, 13/2, 14/2, 15, 16, 17, Village: Dhamlaka, Tehsil & District: Rewari. The land is used for the development of Affordable Group Housing Colony by M/s B M Gupta Developers Private Limited. A copy of land documents is attached as Annexure-I. The

Built-up area of project is 63177.86 m2. The project thus falls under the preview of EIA notification 2006 dated 14 Septemeber 2006 and requires prior environmental clearance from SEIAA Haryana.

2. SITE SURROUNDING & CONNECTIVITY

The proposed project is well connected to Rewari District. Site surroundings and connectivity details

of the proposed project are given in Table-1.

Table-1: Site Surroundings and Connectivity Details

Site Surroundings & Connectivity

S. No. Description Name Distance

1. Nearest School Cambridge Public School Approx 1.5 km in East direction

2. Nearest Hospital Pushpanjali Hospital Approx 2 km in North direction

3. Nearest Worship Shiv Mandir Approx 2 km in North direction

4. Railway Station Rewari Junction Approx 5 km in NNW direction

5. Airport Indira Gandhi International Airport Approx 65 km in NE direction

6. Interstate Boundary Interstate boundary between Haryana & Rajasthan

Approx 8 km in SSE direction

Source: Wikimapia

Open series Map (Survey of India) of 10 km radius is shown in Figure-1.

A Google map within 15 Km radius of the proposed project is shown in Figure-2

CP for the proposed A

ffordable Group H

ousing Project at Village D

hamlaka, Sector-26 &

27, District: R

ewari

Page 2 of 25

Figure-1: Open Series M

ap (Survey of India) of 10km radius show

ing surroundings of the area


Page 4

3. PROJECT LOCATION AND DESCRIPTION

The Proposed Group housing project is located at Killa No. 11, 12, 13/2, 14/2, 15, 16, 17, Village:

Dhamlaka, Tehsil & District: Rewari. This project is being developed on the plot area of 24179.9 m2.

The proposed project will have one basement for services and parking purposes. (15% of open

area) is to be developed as landscaping area. The area details are given in Table-2.

Table-2: Area details of the proposed project site

S. No. Particulars Area ( m2)

1. Project Name Affordable Group Housing Colony

2. Total Plot Area as per License

no. 73 of 2014 dated 01-08-2014 24179.929 m2 or 5.975 acre

3. Total Plot Area as per Zoning 23087.279 m2 or 5.705 acre

4. Permissible Ground Coverage @ 50%

Permissible Proposed

11543.57 m2 (50%) 3345.33 m2 (14.489%)

5. F.A.R.


49868.215 m2

(225%) 49857.23 m2 (224.90%)

6. Commercial Building Permissible Proposed

1616.10 m2 (175%) 1616.08 m2 (175%)

7. Total F.A.R. 51203.31 m2

8. Non F.A.R. 11974.55 m2

9. Total Built up Area 63177.86 m2

10. Community Building


185.8 m2 211.55 m2


Page 5

11. Anganwadi Permissible Proposed

185.8 m2 218.80 m2

12. Green Area Required Proposed

3463.07 m2 (15%) 3483.39 m2 (15.08%)

13. Parking

Required Proposed

466 ECS 468 ECS 936 Two Wheelers

14. Height of Building Permissible Proposed

120 m 75.45 m

15. No. of Towers 4

16. Maximum No. of Floors

Tower-P-01 (Ground +24)

Tower- P-02 (Commercial)

Tower- P-03 (Ground +23)

Tower- P-04 (Ground + 11)

17. No. of Dwelling Units 932

4. DETAIL OF BUILDING BLOCKS

The proposed group housing project envisages construction of 3 residential towers out of which

1 tower is G+24 Storied, 1 tower is G+23 Storied and 1 tower is G+11 Storied. A Community

hall and commercial complex, G+0 Storied is also proposed. Breakup of blocks is given in

Table-3.

Table-3: Breakup of Building Blocks

Building Block No. of Floors Direction Tower 1 G+24 East Tower 3 G+23 West Tower 4 G+11 East Commercial (Tower 2) G+0 Easr


Page 6

5. POPULATION DETAIL

Total projected population of the proposed project is 5791 in operational phase. Details of the

population are given in Table-4.

Table-4: Population

Residential Dwelling Units No. of Units/Area

Population Basis

Population breakup Total

Residential population 932 5 4660 4660

Visitors @10% of resident population 466 466

Commercial Area

Commercial population 1616.08 m2 3 m2/ person 539

Population of shopkeeper

One third of retail area 180 180

Floating Population (Visitors and Shoppers)

Two third of retail area population 359 359

Aanganwadi

Creche Population 218.8 m2 4 m2/ person 55 55

Community Hall

Community Hall population 211.55 m2

3 m2/ person 71 71

Total population 5791

During construction phase 200-300 labourers (Skilled+Non-Skilled) are expected.


Page 7

6. REQUIREMENT OF NATURAL RESOURCES AND THEIR SOURCES It is proposed to use environment friendly construction materials for the project that are locally

available to reduce concerns related to transportation of materials as well as achieve cost-

effectiveness.

It is proposed to use Fly ash mixed cement, and bricks for project. Paints with low VOC and no

ammonia are proposed to be used for all blocks.

All means of reducing water consumption during project construction will be undertaken through

the use of low water consuming material.

7. DESIGN CONSIDERATION The project structures have been designed after due study of the local architecture. The project

area is largely undeveloped and does not bear any significant architectural aspect. Likewise, the

plot has been planned with modern design and facilities with large stretches of open spaces.

8. ROAD, PARKING & TRAFFIC DETAILS Internal Road - It is proposed to provide 6 meters wide drive way at the periphery and inside

the premises. A Site Layout Plan attached showing 6 m wide internal road is attached as

Annexure- V

Entry/exits provided in the project Premises – The project premises is bifurcated through 45 m

wide road passing between Tower 03 on the west side and Tower 01, 02 & 04 on the east. All the

entry and exit points are shown in the site layout plan attached as Annexure-V.

Ramp Details – Three ramps of slope 1:10 for the entry/exit to/from basement have been

provided in West direction and Four ramps of the same slope for the entry/exit to/from basement

have been provided in the East direction. All the ramps are shown in the site layout plan attached

as Annexure-V.

Parking Details – Total parking provided is 468 ECS. 219 ECS in basement and 249 ECS in

podium/stilt and open. All the parking Calculation is done as per Affordable Group Housing

Scheme, 2013. Table-5 gives the parking details.


Page 8

Table-5: Parking Details of Proposed Project Site

PERMISSIBLE CAR PARKING

1.

Total No. of ECS required @ 0.5/932 (Regular DU)

932/2 932 Two Wheeler

ECS DETAIL PROPOSED AREA

FOR PARKING (SQ. MTS)

PERMISSIBLE ECS

PROPOSED ECS

PROPOSED TWO WHEELER

2 ECS AT OPEN 5829.14 474 193 386 3 ECS AT STILT 1699.49 57 56 112 4 ECS AT BASEMENT 7726.61 221 219 438 5 TOTAL PROVIDED

TWO WHEELER 752 468 936

Ground coverage layout and Parking Plan & Basement Parking Diagram Plan showing traffic circulations and parking in basement and ground level are attached as Annexure-VIII.


Page 9

9. LANDSCAPE DEVELOPMENT Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air

pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution.

The total area provided for landscape development is 3483.39 m2. The Number of trees

proposed is given in Table-7

Table-6: Description of Green Area

S. No. Description Area (m2)

1 Total Green Area Required is 15% of the total plot area (23087.279 m2) 3463.07 m2

2 Total Green area proposed (15.08 %) 3483.39 m2

a. Peripheral Plantation Area (6%) 1385.24 m2

b. Avenue Plantation Area (6%) 1385.24 m2

d. Shrubs Plantation Area (3.08%) 712.91 m2

Table-7: Calculation of Number of Trees

Open area (sqm) 3483.39 Trees Required (1 Tree per 100 sqm) 3483.39/100 Trees Proposed 35

Table-8: Suggested Species to be used for Greenbelt Development of Project Site

S.No. Botanical Name Common Name Trees

1. Azadirachta indica Neem 2. Delonix regia Gulmohar 3. Ixora parviflora Torch Tree 4. Polyalthia longifilia Ashoka

Shrubs 1. Rose Indica Rose 2. Baganvillia glavara Bouganinvillea 3. Tabernamontana divaricata Chandani 4. Thevetia Peruviana Yellow kaner 5. Nerium indicum Pink Kaner

A Green Area Diagram showing soft landscape area and location of proposed trees is attached as

Annexure-VII.


Page 10

10. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION AND CONSERVATION

Water Requirement for the proposed project is discussed below.

10.1 Water requirement during Construction phase

Water requirement during the Construction phase will be approximately 10 KLD. This will be met

through Private water tankers.

10.2 Water requirement during operation phase

Water requirement will be met through municipal supply. The total water requirement for the

proposed project has been estimated to be 660 KLD. This includes Domestic water

requirement, flushing, landscaping. The total fresh water requirement is 428 KLD. The water

requirement for flushing, landscaping will be met through treated water from STP. A Break-up

of water requirement is given in Table-9.

Table-9: Details of water requirement

S. No.

Particulars Occupancy/Area(m2)

Rate of water demand (Lt)

Daily Water Demand (KLD)

Domestic Flushing Total 1. Residential

Population 4660 135 419.4 209.70 629.10

2. visitors of Residential Apartments

466 15 2.80 4.194 6.99

3. Shopkeepers 180 45 2.7 5.39 8.0804 4. visitors of

retail area 359 15 2.15 3.23216 5.39

5. Horticulture 3483.39 2 l/m2

7.0

6. Creche area 55 45 0.8205 1.641 2.4615 7. Community

Hall 71 15 0.4231 0.63465 1.05775

Total 428.29 224.8 660.0 say 428

KLD say 225 KLD

say 660 KLD


Page 11

10.3 Wastewater Generation

In the Construction phase approximately 5 KLD of waste water generation is estimated. A

Modular STP will be provided to treat this water. The treated water will be reused for

construction activities.

The total estimated quantity of wastewater to be generated from proposed project is 567 KLD.

Calculation of wastewater generation is shown below in Table-10.

Table-10: Calculation of Wastewater Generation

Details Waste Water (KLD)

Water requirement for domestic purpose 428

Wastewater generated from domestic use (@ 80% of domestic water requirement) 342

Water requirement for Flushing Purpose 225

Wastewater generated from Flushing (@ 100% of flushing requirement) 225

Total Wastewater generated 342+225= 567

10.4 Water Conservation

The waste water generated will be treated in the 2 different Sewage Treatment Plant. The capacity of Sewage Treatment Plant (STP) will be 20% higher of waste water generated hence STP of capacity 450 KLD & 200 KLD are proposed .The proposed STP is based on Fluidized Aerobic Bed (FAB). One of the STP will be located below ground. Plumbing system layout site plan showing location of STP is attached as Annexure-IV.

10.4.1 FAB Technology

FAB (Fluidized Aerobic Bed) technology is proposed.

Features

9 Low O&M cost

9 Low Maintenance

9 97% removal of organic loading

9 Reusable : Gardening/Toilet Flush


Page 12

10.4.2 Dual Plumbing Scheme

Water Supply scheme has been designed as Dual Plumbing. Dual Plumbing refers to the system

when the toilets and urinals are served by recycled water while the remaining fixtures are served

by potable water. This co-existence of the two systems requires extra caution to prevent

unauthorized plumbing modifications that can lead to a cross-connection between recycled water

and potable water systems. A dual plumbing plan is attached as Annexure-IV.

11. STORM WATER DRAINAGE

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/

stagnation and flooding of water. Maximum harvesting will be done within the site. Therefore, it

has been decided to provide sufficient rain water harvesting at selected locations, which are

liable to catch the maximum run-off from the area. Storm water is shown in plan attached as

Annexure-IV. Following are some measures for Storm water disposal:

1) Since the existing topography is congenial to surface disposal, a network of storm water

pipe drains is planned adjacent to roads. All building roof water will be brought down

through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at

regular intervals for rain water harvesting and ground water recharging.

3) For basement parking, the rainwater from ramps will be collected in the basement storm

water storage tank. This water will be pumped out to the nearest external storm water drain.

4) The rainfall intensity of 45mm/hour shall be considered for designing the storm water

drainage system.


Page 13

12. RAINWATER HARVESTING

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be

stored for direct use or for recharging the groundwater. The main aim of rainwater harvesting is

to minimize flow of rainwater through drain/nallah to the river without any use and maintain the

groundwater table. For rainwater conservation point of view, it is essential to use rainwater for

recharging the groundwater. Rainwater Harvesting Calculation is given in Table-11.

Table-11: Rain Water Harvesting Calculation

S. No. Type of Surface

Catchment's Area (m2)

Runoff Coeff. [C]

Rainfall

Intensity (I)

Discharge (Run Off) [Q=CIA]

m3/hr Rooftop Area 6405.62 0.85 45 128 Green Area 3691.93 0.20 45 31.4 Paved Area 14208.84 0.65 45 475.5 Total 24306.39 -- -- 634.9

13. POWER REQUIREMENT

The total electrical load demand has been estimated to be 4200 KVA for the proposed project. In

case of power failure, 4 DG sets of 1000KVA each, i.e. (4 x 1000 KVA) will be provided as

power back-up.

Stack heights calculations:

Stack height for DG set of 1000 KVA

H = h + 0.2 √ D.G Set capacity; where h is height of the building and H is total Stack height

= h + 0.2 √ 1000 KVA

= h + 0.2*31.6

= h +6.32 m

= 6.32 m above the building height


Page 14

We suggest minimum stack height of 6m above the height of the building for both D.G. set

Stack Height for the combined capacity (More than 1000 KVA)

Combined D.G. Set Capacity = 2*1000 KVA = 2000 KVA

H=14*Q

P

Where,

0.3 P------- (As per CPCB norms for D.G. sets commissioned after 1.7.2003)

H= Stack Height

Q=Sulphur Content in Kg/hour

Fuel Consumption for combined D.G set capacity of 4040 KVA = (2*210) lit/hour

= 420 lit/hour

Sulphur content in HSD =0.25%

Density of HSD= 0.85 kg/liter

Emission of Sulphur = 420 Lit/hour * 0.85 Kg/Lit * (0.25/100) =0.8925 Kg/hour

Q = 0.8925*2 = 1.785Kg/hour ---------- (2 is the valency of Sulphur in SOR2R)

Applying,

H= 14*Q 0.3 PP

= 14*(1.785)0.3P

PP= 14*1.189

= 16.65 ~ 17 m

14. SOLID WASTE GENERATION AND MANAGEMENT

The project will adopt a systematic approach for solid waste collection and disposal. Solid waste

generated from the project will be collected properly and will manage as per MSW rule, 2000.

The solid waste so generated shall be first segregated as plastic, glass, paper and other waste

separately and disposed off as per Municipal Solid Wastes (Management and Handling) Rules,

2000. Used oil will be sold off to authorized recyclers while there will be buy-back arrangements

with the supplier for DG Set batteries. The following diagrams will briefly describe the solid

waste disposal process in the construction as well as during operation phases.


Page 15

14.1 Solid Waste during Construction Phase

Table-12 gives an estimate of the average composition of waste generated from the onsite

construction activities whereas Table-13 lists of the various hazardous wastes expected to be

generated from the project during construction.

Table-12: Waste Composition - During Construction Phase

S. No. Constituents Percentage Composition

1 Soil, Sand and Gravel 34.99

2 Brick and Masonry 29.95

3 Concrete 24.98

4 Metal 4.97

5 Bitumen 2.04

6 Wood 2.04

7 Other 1.02

Total 100 Source: TIFAC Report “Utilization of Waste from Construction Industry,” 2001

Table-13: Types of hazardous waste to be generated during construction

S. No. Hazardous Waste

Construction phase

1. Used Oil from DG Sets

2. Centering Oil, formwork oil

3. E-waste- Circuit boards, CRTs, Electronic parts, solder dross, weld waste

4. Paints, pigments, dyes and primers

5. Fuels and heating oils and other volatile/ flammable liquids such as coolants, grease etc.

6. Tar and tar products

7. Lead containing products

8. Product packaging (cement bags, cartons, containers, plastic covers etc.

9. Fluorescent lamps intact and crushed, halogen lamps, arc lamps, UV lamps, high pressure sodium lamps, neon lamps, incandescent lamps.


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S. No. Hazardous Waste

Construction phase

10. Mercury containing lamps and tubes, mercury vapor lamps, Mercury containing devices- mercury switches, relays, regulators, thermostats, manometers and debris containing mercury.

14.2 Solid Waste during Operation Phase

Solid waste and other waste to be generated from the proposed project will be classified as given in

Table-14.

Table-14: Classification of Solid Wastes and other Wastes

S. No. Types of Solid waste and other waste Description

1. Food Waste (garbage)* Wastes from the kitchen including

preparation, cooking and serving of food.

2.

Rubbish*

Combustible (Primary Organic):

Paper, cardboard, cartons, wood, boxes,

plastics, rags, cloths, beddings, leather,

rubber, grass, leaves.

Non-combustibles (Primary Inorganic):

Metals, tin cans, metals foils, dirt, stones,

bricks, ceramics, crockery, glass bottles,

other metal refuses.

3.

Street Waste*

Street sweeping, dirt, leaves, catch basin dirt,

animal dropping, contents of litter

receptacles dead animals.

4. Horticultural waste* Tree trimming, leaves, waste from parks and

gardens etc.

5. General domestic waste from office and

administration Paper, General Domestic Waste etc.

6. Used Oil Used Oil from DG Sets

7. STP Sludge Sludge generation after treatment of sewage

in STP. *Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India.


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Figure-3: Solid Waste Management during Operation Phase

The domestic solid waste will be generated by the occupants of the hostels and the academic

blocks, pertains to the two categories, Bio-degradable and Non-biodegradable. These solid

wastes will be collected separately by putting two types of separate bins at the source of

generation. For the biodegradable waste green bins will be provided, for the recyclable waste

blue bins and for the non-recyclable waste dark grey bins will be provided. It is estimated that

maximum solid waste generation would be about 1992 kg/day. Following are the solid waste

generation rate has been considered as given in Table-15.

Final disposal through Government approved agency. or disposed to

MSW site

Disposed to MSW sites for composting


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Table-15: Proposed Solid Waste Generation Rate

S. No. Unit Type Occupancy

Type Occupancy

Rate (kg/cap/day)

Solid waste generated(kg/d)

1. Residential Area

Residential Population Residential 4660 0.40 1864

(a) Visitors

466 0.10 46.6

2 Commercial Area

Shopkeepers Mercantile 180 0.15 27

(b) Visitors or Shoppers

360 0.10 36

3 Aanganwadi

Population Institutional 55 0.15 8.25

4 Community Hall

Population

71 0.15 10.6

Total 1992.45

Say 1992 kg/day

Dry Waste (60% of Total Solid Waste) 1195 kg/day

Wet Waste (40% of Total Solid Waste) 797 kg/day

Biodegradable Waste (70% of Total Solid Waste) 1394 kg/day

Biodegradable Waste (30% of Total Solid Waste) 598 kg/day

* Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India.


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As regards hazardous wastes, the proposed project will review the proposed operations and make

a thorough "applicability analysis" of the Hazardous Waste (Management, Handling and Trans-

boundary Movement) Rules, 2008 to identify specific wastes, to be generated in the proposed

project, that shall be categorized as hazardous wastes. The management would then manage

hazardous waste as per the prevailing rules. The management committee of the proposed project

would ensure compliance with the all the conditions on a continual basis.

Hazardous wastes shall be stored in secured places with adequate secondary containment and

labeling as per the requirements of Hazardous Waste (Management, Handling and Trans-

boundary Movement) Rules, 2008. Appropriate records of hazardous wastes generation and

disposal (in Form-3, Form-4, Form-13 etc.) shall be maintained as per the requirements of

Hazardous Waste (Management, Handling and Trans-boundary Movement) Rules, 2008.

The used oil and oil-contaminated wastes shall be disposed of through authorized recyclers/re-

refiners. Any other hazardous wastes, generated on-site, shall be sold only to authorized

contractors.

E-waste" is a popular, informal name for electronic products nearing the end of their "useful

life.”E-wastes are considered dangerous, as certain components of some electronic products

contain materials that are hazardous, depending on their condition and density. The hazardous

content of these materials pose a threat to human health and environment. Discarded computers,

televisions, VCRs, stereos, copiers, fax machines, electric lamps, cell phones, audio equipment

and batteries if improperly disposed can leach lead and other substances into soil and

groundwater. Many of these products can be reused, refurbished, or recycled in an

environmentally sound manner so that they are less harmful to the ecosystem. Reducing e-waste

requires that we reduce, reuse, recycle and recover. The goal is nothing less than zero land fill.

Network of scrap dealers will be motivated to procure from door to door for the smaller

quantities.

The E-waste generated will be managed as per the E-waste (Management and Handling) Rules

2011.The detailed Solid Waste Generation Management Plan is provided in Figure-4 below


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Figure 4: Solid Waste Generation Management Plan

Organic Waste:

-Waste from cafeteria. -Waste from green belt and landscape Municipal Solid Wastes (Management and Handling) Rules, 2000

Hazardous waste:

-Used Oil from DG Sets

The Hazardous Wastes (Management, H andling and Transboundary Movement) Rules ,2008

Disposed to MSW sites

for composting. It will

be temporarily stored

at the site.

Will be disposed off through private waste collecting vendors after temporary storage at site. Temporary storage to be enabled through a 2 m x 2 m x 1m blue colored bin.

Infrastructure required: 1) Trolleys – 5 2) Blue Bins – 2

Will be disposed through recylcer authorized by Central Pollution Control Board. On each disposal , Form 13 will be maintained and returns will be filled to the Pollution Control Board

Infrastructure required: 1) 2 x 200 liter barrel with

proper marking 2) Secondary

containment in basement

Inorganic waste:

-Plastic waste - Metal waste. - Waste from street sweeping -Municipal Solid Wastes (Management and Handling) Rules, 2000

WASTE

E-waste: -Information technology and telecommunication equipments - Consumer electrical and electronics

Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e-waste generated through Form 2 as per the E -Waste (Management and Handling Rules) 2011.


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15. FIRE FIGHTING SYSTEM

Most of the material and finished products are inflammable. No smoking will be allowed inside

the building premises. In case of fire, fire extinguisher will be used. The Phone number of

nearest fire service station will be displayed at various points and also near the fire extinguishers.

Fire Sprinklers and Fire Hose Cabinet has been provided in basements. Table 16 lists the

firefighting equipments provided in the basements.

Table 16: List of Firefighting Equipments S.No Description

1 Fire Hose Cabinet Comprising of: a. One Landing Valve b. One Hose Real Drum with 30 Mtr Pipe c. Two 15 Mtr. Long RRL Hose d. One Branch Pipe e. Two Fire Extinguishers

2 Pendent Sprinkler 3 Drain Pipe 4 Fire Pipe Line 5 Sprinkler Feeder Pipe Line 6 Flow Switch

7 Inspection & Testing Assembly Butterfly Valve

8 Fire Sleeve

Figure-5: Schematic diagram of Fire Hose Cabinet (FHC)


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16. DETAIL OF CONSTRUCTION MATERIAL

List of building materials being used at site:

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Fly Ash 7. Reinforcement steel 8. Plywood & steel shuttering 9. Pipe scaffolding (cup lock system) 10. Bricks 11. Marble 12. P.V.C. conduit 13. MCBs/DBs 14. PVC overhead water tanks 15. Pave tiles 16. GI pipe 17. Wastewater lines 18. S.W. sewer line up to main sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen 21. Insulated glass on external facade with ACP 22. Joinery hardware

List of Machinery to be used during Construction is as follows:

1. Dumper : Shall be used for mud and material handling

2. Concrete mixer with hopper : for RCC work

3. JCB/Pockline : Shall be used for digging and earth work

4. Concrete Batching Plant : Will be used for concrete mixing

5. Road roller : For compacting the earth

Form-I for the proposed Affordable Group Housing Project...

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Transcript of Form-I for the proposed Affordable Group Housing Project...