FOR ENVIRONMENTAL CLEARANCE OF GROUP HOUSING...

FORM – 1, FORM – 1A, EMP & CONCEPTUAL PLANFOR

ENVIRONMENTAL CLEARANCEOF

GROUP HOUSING PROJECT “PARK BELLES”

AT SURVEY/KHASRA NO. 69 GHA, 80 KHA, 80 KA, PROPERTY NO. 178, VILLAGE SINOLA, PARWADOON, MUSSOORIE DIVERSION ROAD,

DISTRICT DEHRADUN, UTTARAKHAND BY

M/s SARA EMINENTPREPARED BY:

ENVIRONMENT MANAGEMENT DIVISIONM/S INDIA GLYCOLS LTD.

(AN ISO 9001, ISO 14001, OHSAS 18001 & ISO 50001 CERTIFIED CO.)A – 1, INDUSTRIAL AREA, BAZPUR ROAD, KASHIPUR,

UTTARAKHAND

CONTENTS

S.NO. DESCRIPTION Page

I. FORM – 1 1 – 18

(I). Basic Information 2

(II). Activity 4

(III). Environmental Sensitivity 16

II. FORM – 1A 1 – 64

1. Land Environment 2

2. Water Environment 10

3. Vegetation 18

4. Fauna 18

5. Air environment 19

6. Aesthetics 22

7. Socio-economic aspects 23

8. Building materials 24

9. Energy conservation 26

10. Environment Management Plan 30

LIST OF FIGURES

1.0 Panoramic View of the “Park Belles” (Group Housing Project) 2

1.1 Map of India & Uttarakhand State 3

1.2 Earthquake Hazard Map of India 7

1.3 Uttarakhand Earthquake Hazard Zone 8

1.4 Waste Management Plan for the Construction Phase 9

2.1 Ground Water Potential in India 16

3.0 Schematic Diagram of STP 49

LIST OF TABLES (FORM-1A)

1. Salient Features of the Project 3

2. Physiochemical Characteristics of Soil 6

3. Water Requirement, Source and Water Balance 10

4. Daily water requirement calculation 10

5. Waste Water Generations 11

6.Physicochemical Parameters of Ground Water (Ground Water at

Project Site)11

7. General composition of waste water in Residential areas 14

8. Ambient Air Quality in the Study Area 19

9. Rough estimate of construction materials 24

10. Details of Solid Waste Management 25

11. Electrical Details 26

12. Summary of Potential Impacts and Remedial Measures 33

13. Calculation of Solid Waste Generation 53

14. Suggested Monitoring Program for Project 61

LIST OF ANNEXURES:

I. Master Plan of Dehradun – 2025 (as amended)

MDDA Approval Letter

MDDA Letter for EC

II. Digital Topographical Survey for Land

III. Site lay-Out Plan

Parking Layout

Landscape Layout

Basement Plan (I & II)

Club Layout

IV. Structural Design Certificate

V. Sanctioned Maps by MDDA

VI. Rainwater Harvesting Plan

VII. Water balance

VIII. Fire Fighting Plan

IX. Land Documents

X. NOC from Fire Department

XI. PERT/CPM Chart

XII. Shelter Fund against EWS

XIII. Firm Registration Certificate

XIV. Partnership Agreement

XV. Project Cost

XVI. Resolution of Authorized Signatory

XVII. Authorization & Undertaking

XVIII. Disclosure of Consultant Engaged

FORM 1 FOR



AT

SURVEY/KHASRA NO. 69 GHA, 80 KHA, 80 KA, PROPERTY NO. 178, VILLAGE SINOLA, PARWADOON, MUSSOORIE DIVERSION ROAD,

DISTRICT DEHRADUN, UTTARAKHAND BY

M/s SARA EMINENTPREPARED BY:


(AN ISO 9001, ISO 14001, OHSAS 18001 & ISO 50001 CERTIFIED CO.), ,A – 1, INDUSTRIAL AREA, BAZPUR ROAD, KASHIPUR,,

UTTARAKHAND

YCOLSYCOLS LTD.LTD80018001 && ISOISO 500500AZPURAZPUR ROAD,ROAD KAKAKHANDKHAND

Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand. Form – 1

FORM- 1(I) Basic Information

S. No.

Item Details

1. Name of the Project / s Proposed Group Housing Project “Park Belles” by M/s Sara Eminent.

2. Sr. No. in the Schedule 8 (a) Building & Construction3. Proposed Capacity / Area / Length / Tonnage

/ to be handled / Command area / Lease area / number of Wells to be drilled

Parameters

Approvedfrom

MDDA(G+6)

Proposed Expansion

(7 - 9)

Total(G+9)

Plot Area (Sqm) 10603.911 720.00 11232.911

Net Plot Area (Sqm) 10359.641 -- 11079.641

Ground Coverage

(Sqm)2168.196 -- 2168.196

F.A.R. 11309.943 4200.767 15510.71Built up

Areaincluding

Basements(Sqm)

19258.01 4786.79224288.51(without EWS)

Dwelling Units (No.)

54 18 72

Proposed No. of Tube wells = 024. New/Expansion / Modernization Expansion5. Existing Capacity /Area etc. 11232.911Sq.m6. Category of Project i.e. ‘A’ or ‘B’ Category “B” 7. Does it attract the General condition? If yes

Please specify. No (Construction Project)

8. Does it attract the Specific condition? If yes Please specify

No (Construction Project)

9. Location Mussoorie Diversion Road Dehradun.Plot/Survey/ Khasra No. Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property

No. 178Village Sinola

M/s SARA EMINENT 2


Tehsil ParwadoonDistrict DehradunState Uttarakhand

10. Nearest Railway Station/Airport along with Distance in Km

Dehradun Railway Station 8.75 Km SW Jolly Grant Airport 24.0 Km SE(Source of information: Google Image)

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

Nearest City: Dehradun - 8.5 Km SWClock Tower: Dehradun - 7.4 Km SWDistrict Headquarters - 8.5 Km SW

12. Villages Panchayats, Zilla Parishad,Municipal Corporation, Local body (complete postal address with telephone nos. to be given)

As per Master Plan of Dehradun – 2025 (as amended)Enclosed as per Annexure-I-a

13. Name of the Applicant Mr. V. K. Dhawan14. Registered address M/s Sara Eminent

A1/112, Safdarjung Enclave, New Delhi - 11002915. Address for Correspondence:

Name Mr. V. K. DhawanDesignation (Owner/Partner/CEO - C.M.D.Address - Dehradun Office

7/1, Pritam Road, Dehradun – 248001Site OfficeSurvey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.

Pin Code - 248001E-mail - [email protected]

[email protected] No - + 91 5947 269631

Mobile - 9837242463Fax No - 05947 – 275315, 275192

16. Details of Alternative Sites examined, if any. Location of these sites should be shown on a Topo sheet

No

17. Interlinked Projects No 18. Whether Separate Application of Interlinked

Project has been submitted? No

19. If yes, Date of Submission Not Applicable20. If No, Reason Not Applicable

M/s SARA EMINENT 3


21. Whether the proposal involves

approval/clearance under: if yes, details of the same and their status to be given. (a) The Forest (Conservation) Act, 1980? (b) The Wildlife (Protection) Act, 1972? (c) The C.R.Z. Notification, 1991?

No. Project site does not involve any forest land.

22. Whether there is any Government Order/Policy Relevant/relating to the site?

NBC Guidelines, 2005Mussoorie Dehradun Development Authority(Approval from MDDA vide Letter No. MDDA/SL/LTR/1542/13-14, Dated 22.05.2013 is enclosed as per Annexure-I-b)

23. Forest Land involved (hectares) No24. Whether there is any litigation pending

against the project and/or in which the project Is proposed to be set up? (a). Name of the court (b). Case No (c). Orders/directions of the Court, if any and its relevance with the proposed project.

No

(II) Activity

1. Construction, Operation or decommissioning of the Project involving actions, which would 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)

Yes The Proposed Site of M/s Sara Eminent (Group Housing Project “Park Belles”) falls in Residential Zone as per Master Plan of Dehradun-2025 (as amended). (Annexure-1-a) The terrain of the site is flat in nature with moderate depression in very few areas, which would be utilized during construction in line with natural topography / contour. Digital Topographical Survey for Land is enclosed as per Annexure – II.

Only some temporary impact will occur during construction phase, which will be properly mitigated.

1.2 Clearance of existing land, vegetation and buildings?

No The construction of project does not require any clearance of existing land, vegetation or building.

M/s SARA EMINENT 4


1.3 Creation of new land uses? Yes The Land under reference is undeveloped Land which

will be altered into Group Housing Project.

There would be No change in the land use pattern of the area in accordance with the Master Plan as stated in 1.1 Site Layout is enclosed as per Annexure-III

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

Yes Pre-construction investigations and soil testing have been done. Structural Design Certificate is enclosed as per Annexure-IV

1.5 Construction works? Yes All construction activities will be confined within the project premises; there will be no physical changes outside the project boundary. Construction work will be carried out as per the Layout plan. The proposed Project includes 02 Nos. of Towers i.e. Tower-A & Tower-B with Ground & 09 Nos. of Floors.Presently construction has been done for both the Towers up to VIth Floors as per the sanctioned Maps by MDDA (Annexure - V) & an area of 5574.18 Sqm in addition to the two basement area of approx. 6503.0 Sqm already constructed.Total Land Area = 11232.911 Sq. m.Total Ground Coverage = 2288.296 Sq. mTotal Green Area Proposed Green area

==

1436.80 Sq. m (MDDA)2358.911 Sq. m (21%)

1.6 Demolition works? No The construction of project does not require any demolition work for Group Housing Project.

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

Yes All the construction activity including stocking of raw materials will be confined within the project site only. Temporary labour hutments are provided. Septic tank/soak pits are provided at project site. Most of the laborers are hired from nearby areas during construction phase and some of them may be from outside depending on the availability of manpower. Approx. number of construction workers was 50 during initial period and 150 during peak period.

1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations

Yes Excavation has been carried out for foundation of buildings and basements. The excavated soil has beenused in backfilling at site.

M/s SARA EMINENT 5


1.9 Underground works including

mining or tunneling? Yes Underground works and excavation has been for

foundation of buildings and basements.1.10 Reclamation works? No N.A.1.11 Dredging? No N.A.1.12 Offshore structures? No N.A.1.13 Production and manufacturing

processes? No No Production/Manufacturing process involved as the

project is a Group Housing project.1.14 Facilities for storage of goods or

materials? Yes Construction materials shall be brought as and when

required and stored at the site in a covered area. Facility shall be provided for storage of HSD for DG sets and DG Set shall be operated during Power failure only.

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

Yes During construction & operation phase solid as well as liquid waste will be generated. Construction Phase:Solid Waste:Left over cement and mortars, cement concrete blocks, aggregate, sand and other inorganic material will be recycled and reused as granular sub base (GSB) layer of pavement. Earth rendered surplus from the excavation will be utilized in the embankment works.Liquid Effluent:During construction phase, sewage will be disposed through mobile toilets/septic tank.

Operational Phase:Solid waste:The solid waste generated from project will be mainly domestic in nature, and the quantity of the waste will be 237.0 kg/day (including landscape waste). Solid waste generated will be segregated into biodegradable (waste vegetables, foods etc.) and recyclable (papers, cartons, thermocol, plastics, glass etc.) components and collected in separate bins. The biodegradable organic wastes will be treated inside the premises through organic waste converter. Recyclable and non recyclable wastes will be disposed through local approved agency.Liquid effluents:

M/s SARA EMINENT 6


During operation phase, sewage will be treated and recycled & surplus treated effluent will be discharged into external sewer drain. An (60.0 KLD Capacity with FAB Technology) will be provided and the treated sewage will be reused for toilet flushing, horticulture & other purposes. Dewatered/dried sludge generated from the STP plant will be used as manure for green belt development.

1.16 Facilities for long term Housing Operational workers?

No Local labors will be hired from nearby areas during construction phase and temporary hutments will be provided.

1.17 New road, rail or sea traffic during construction or operation?

No The site has good connectivity through existing road network. Only internal roads; paths will be developed for vehicular movement as per site Lay-Out for parking facility for inhabitants. (Annexure – III)

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

No The site is well connected through the local road network. Mussoorie diversion Road is 210 meters away towards East. N.H. 72 : 8.8 Km SS.H. 57 : 34.0 Km W

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

No There is no need for diversion or closure of existing traffic routes.

1.20 New or diverted transmission lines or pipelines?

Yes There will not be any new/diverted transmission lines or pipelines around the project.

Internal Electrical lines would be installed as per requirements. Total Connected load after diversity factor will be 756 KW, which will be provided by State Electricity Board.

By Taking the Power factor 0.9 & loading factor 90%,the required capacity of the Transformer shall be 933 KW. To meet this requirement it is proposed to provide 01 No. of Transformer (1000 KW capacity).

1.21 Impoundment, damming, converting, realignment or other changes to the hydrology of watercourses or

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

M/s SARA EMINENT 7


aquifers?

1.22 Stream crossings? No There are no streams running across the site.1.23 Abstraction or transfers of water

from ground or surface waters? Yes During construction phase, water will be obtained

from private tankers.During operation phase, source of water supply will be Municipal Corporation as well as from bore wells. Initially water requirement would be approx. 104.0M3 per day However, an average yield of approx. 64.0M3 per day will be required during Operational phase for Domestic Purposes & additional requirement of approx. 40 M3 water will be fulfilled by recycling of treated waste water for flushing, landscaping, firefighting & other purpose.

Provision of 02 No. Bore wells having a yield of 16.0 M3/Hr. with pumps (7.5 KW) operating for about 06hrs/day in cycling has been envisaged in case of emergency & fire-fighting.

1.24 Changes in water bodies or the land surface affecting drainage or runoff?

No Runoff will increase due to increased paved surface. However, increased runoff will be managed within the site through a well-designed storm water drainage network.Rain water would be used to recharge the ground water and excess water would flow through storm water drains to the main city storm water line. So no extra load is envisaged in existing water bodies. Detailed Rainwater Harvesting Plan is attached as per Annexure - VI

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

Yes Transport of personnel or materials would be required during Construction phase. During the construction phase, about 2 – 3 trucks are estimated per day.During Occupancy there would be influx/ out flux of Residents, House keeping Staffs and Other Service Peoples. Such would be made with minimal disturbance to existing traffic and all constructional material transportation would be covered and sprinkled with water to minimize fugitive dust.

1.26 Long-term dismantling or decommissioning or restoration works?

No No long term dismantling or decommissioning or restoration works is involved.

M/s SARA EMINENT 8


1.27 Ongoing activity during

decommissioning which could have an impact on the environment?

No None

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

Yes During Construction phase, workers would be employed temporarily. During occupancy there would be permanent inflow of residents & temporary influx of House keeping Staffs, Other Service Persons, etc, who may not be residents of the “Park Belles”(Group Housing Project) It has been estimated that the total residential population would be approx. 432Additional 15 % would be floating in nature including the Staff /Visitors.

1.29 Introduction of alien species? No The landscape area will be developed with local plant/tree species.

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 confirmation

Yes/ No

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

2.1 Land especially undeveloped or agricultural land (ha).

Yes As per the Master Plan the land falls in “R” Zone. (Annexure - I-a)

2.2 Water (expected source &competing users) unit: KLD

Yes During Construction Phase the total water consumption is estimated to be 30.0 KLD which will be obtained from private tankers. While during Operation phase initially water requirement would be approx. 104.0 M3 per day However, an average yield of approx. 64.0 M3 per day will be required during Operational phase for Domestic Purposes & additional requirement of approx. 40 M3 water will be fulfilled by recycling of treated waste water for flushing, landscaping, firefighting & other purpose. Source of water supply will be Municipal Authority/ground water. Ground water source is envisaged to be the primary source; So 02 Nos. Bore wells are proposed to be constructed for meeting daily water demand. Suitable permission for the same would be taken up in

M/s SARA EMINENT 9


due course with the Central Ground Water Authority. The average yield of 16000 Litres / hour provision with pumps operating for about 06 hrs / day in cycling has been envisaged. Water balance is provided as per Annexure- VII

2.3 Minerals (MT) Yes Minerals such as sand and aggregates will be required during the construction phase.

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

Yes Construction material in bulk is provided below: Cement (Bags)

:0.908 Lac Bricks (No) :2243600

Steel (MT)Sand (MT)

:1415:12620

Stone (MT)Aggregates

:11490:11500 m3

Other materials like Tiles etc shall be procured locally in the desired quantity as and when required.

2.5 Forests and timber (source– MT) Yes Aluminum frames shall be maximized to minimize the use of timber.

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

Yes Total Connected load after diversity factor will be 756 KW (945 KVA), which will be provided by State Electricity Board.

By Taking the Power factor 0.9 & loading factor 90%, the required capacity of the Transformer shall be 933 KW. To meet this requirement it is proposed to provide 01 No. of Transformer (1000 KW capacity). One control room shall be constructed for this purpose from where electricity shall be supplied to the end users. Apart from that 02 No. Green Insulated DG sets (02 x 400 KVA for Park Belles (Sara Eminent Group Housing Project) would serve as a partial backup for Housing Complex and 100 % backup for common services.

2.7 Any other natural resources (use appropriate standard units)

No No

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.


Yes/ No

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

M/s SARA EMINENT 10


3.1 Use of substances or materials,

which are hazardous (as per MSIHC rules)

Yes Used oil from 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. Used oil will be sold to authorized dealers.

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

No Suitable drainage and waste management measures will be adopted in construction and operational phase of the project.There will be no stagnation of water or accumulation of waste. This will effectively restrict the reproduction and growth of disease vectors.

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

Yes It is a Group Housing Project. Socio-economic standard of people will improve due to increased employment opportunities provided as a result of this project. It will provide good opportunity for the Public to develop their living standard and other opportunities.

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

No --

3.5 Any other causes No No other causes identified.

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

S. No.


Yes/ No

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

4.1 Spoil, overburden or mine wastes No No spoil, overburden or mine waste will be generated.4.2 Municipal waste (domestic and or

commercial wastes) Yes Solid wastes would be mainly biodegradable kitchen

wastes; Waste paper, few non biodegradable wastes like plastics, hazardous wastes like used batteries, etc. Biodegradable and Non biodegradable wastes would be collected in separate bins and would be disposed as per UEPPCB norms. (Domestic Garbage would be 237.0 Kg /Day which will be used for Composting Purpose & further utilized for Green belt development.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes The hazardous waste along with other wastes in the project will be used oil from DG sets, which is classified as per Hazardous Waste Schedule – 1,

M/s SARA EMINENT 11


Category 5.1 (Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016). Used oil will be stored in HDPE drums in isolated covered facility.This used oil will be sold to authorized recyclers. Suitable care will be taken so that spills/leaks of used oil from storage are avoided. Spent Oils from DG sets, would be 500 Liters/Annum approx.

4.4 Other industrial process wastes No N.A.4.5 Surplus product No N.A.4.6 Sewage sludge or other sludge from

effluent treatment Yes Sludge generated from STP would be used as manure

for horticultural activities.4.7 Construction or demolition wastes Yes The construction waste for the project will consist of

excess earth and construction debris along with cement bags, steel bits and pieces, insulating and packaging materials, etc. Recyclable waste construction materials will be sold to recyclers.Top Soil will be stacked separately & will be used for Green belt development.

4.8 Redundant machinery or equipment No N.A.4.9 Contaminated soils or other

materials No N.A.

4.10 Agricultural wastes Yes Landscape waste of approx. 8.74 kg/day will be generated & shall be composted for making organic manure.

4.11 Other solid wastes No N.A.

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

S.No


Yes/ No

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

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

Yes The project does not envisage any major air pollution sources except vehicular traffic and operation of DG sets during power failure. We will use HSD for DG sets.

5.2 Emissions from production processes

No No production processes involved.

5.3 Emissions from materials handling including storage or transport

Yes During the transportation, there will be fugitive dust which shall be kept under control through appropriate covers and water spray.

M/s SARA EMINENT 12


5.4 Emissions from construction

activities including plant and equipment

Yes This will be restricted to the construction site only. Barricading will be done all along the project boundary. Vehicular movement will be restricted to 20 kmph, etc.

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

Yes Dust is anticipated during loading and unloading of construction material and excavation of upper earth surface. These will however be temporary in nature, which will be controlled by employing water sprinklers. Tarpaulin cover will be provided on stored loose materials to reduce the dust emission.

5.6 Emissions from incineration of waste No No incineration of waste would be done.

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

No Open burning of biomass/other material will be prohibited on site.

5.8 Emissions from any other sources No Not Applicable

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

S. No.


Yes/ No

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

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

Yes Noise would be generated during construction activity & it will be well maintained in order to minimize noise level to the acceptable limit. During Operational phase Acoustic lining shall be provided on walls and ceiling of DG room in order to minimize noise.Additionally, green belt will be provided along project periphery to control noise level.

6.2 From industrial or similar processes No No industrial processes will be carried out in the project.

6.3 From construction or demolition Yes Due to various construction activities, there will be short-term noise impacts in the immediate vicinity of the project site. The construction activities will include the following noise generating activities:

Concreting, mixing & operation of DG sets.Construction plant and heavy vehicle movement.

Control measures:PPE’s will be provided to construction laborsAdequate exhaust mufflers will be provided as per

M/s SARA EMINENT 13


norms to limit the noise.

6.4 From blasting or piling No No blasting or mechanized piling will be done.6.5 From construction or operational

traffic Yes During Construction Phase:

There will be transport of material for work. Precaution will be taken to reduce the impact of the vehicular movement such as vehicular trips will not be at peak traffic hours.During Operational phase:The proposed Project is a Group Housing Project, the source of air & noise pollution is vehicular movement only. The vehicular parking will be restricted only in the adequate parking area which would help in reducing air & noise pollution due to vehicular movement.

The Project Proponent will follow Traffic management and Tree Plantation which will also help to reduce the noise level & enhance air quality.

6.6 From lighting or cooling systems No N.A.6.7 From any other sources No N.A.

7. Risk of Contamination of Land or Water from Release of Pollutants in to the Ground or in to Sewers, Surface Waters, and Ground Water, Coastal Waters or the Sea.

S. No.


Yes/ No

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

7.1 From handling, storage, use or spillage of hazardous materials

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 & Other Waste (Management & Transboundary Movement) Rules, 2016.

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

No There will be no discharge of untreated sewage on land or into water bodies. Sewage Treatment Plant (60.0 KLD FAB Process) is proposed for treating the domestic effluent to be generated from proposed Group Housing Complex. Treated sewage will be reused for Flushing & gardening purposes with in the

M/s SARA EMINENT 14


premises.

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

No The DG Sets will be provided with adequate stack height as per CPCB norms. Hence, dispersion will be achieved and avoid deposition of pollutants in significant concentration at a single location.

7.4 From any other sources No N.A.7.5 Is there a risk of long term build up

of pollutants in the environment from these sources?

No N.A.

8. Risk of Accidents during Construction or Operation of the Project, which could affect Human Health or the Environment.

S. No.


Yes/ No


8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances

No To deal with any fire related accident, fire-fighting facility will be provided as per NBC norms. OHT capacity of 25KL for Tower – A, Tower -B and Club Building 5KL capacity to be provided. Fire Fighting Plan is attached in Annexure - VIII.

8.2 From any other causes No N.A.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. The buildings will be designed as earthquake resistant and comply with the required IS specifications.

9. Factors which should be considered (Such as Consequential Development) which could lead to Environmental effects or the Potential for Cumulative Impacts with other Existing or Planned Activities in the Locality.

S.No


Yes/ No


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.)

Yes Supporting facilities / Social infrastructures would be present inside the proposed Group Housing complex and lead to positive developments as it is a Group Housing Project so basic amenities would lead to better Socio-economic development of the area.

Proposed Project is well planned with complete infrastructure of water supply, Solid waste, Sewage

M/s SARA EMINENT 15


Housing Development College development Extractive industries supply industriesother

Disposal, electricity & communication networks Fire Fighting system, Parking bay, Security & House-keeping Services.

9.2 Lead to after-use of the site, whichcould have an impact on the environment

No No Environment impacts envisaged

9.3 Set a precedent for later developments

Yes The project will provide good infrastructure and better life style which will set an example for later developments in the area.

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

No --

(III). Environmental Sensitivity

S. No.

Areas Name / Identity

Aerial distance (within 15 Km.) Proposed Project location boundary.

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

None There are no such areas at a distance of 15 km from the project site.

2. Areas which are important or sensitive for ecological reasons-Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests

None There are no such areas at a distance of 15 km from the project site.

Rajaji National Park : 16.0 Km S

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

None --

4. Inland, coastal, marine or underground waters

No Ganga River : 37.5 Km SESeasonal Nalla: 480 m WThe ground water level in the area is approx. 25.0meters BGL.

5. State, National boundaries No N.A.

M/s SARA EMINENT 16


6. Routes or facilities used by the

public for access to recreation or other tourist, pilgrim areas

Yes N.H. 72 : 8.8 Km SS.H. 57 : 34.0 Km WRailway Station : 8.75 Km SWBus Stand (ISBT) : 8.5 Km SW

7. Defense installation IMA : 9.37 Km SW8. Densely populated or built-up area Yes The Project is situated at Village Silola, Mussoorie

Road Dehradun.9. Areas occupied by sensitive man-

made land uses (hospitals, schools, places of worship, community facilities).

Yes Community facility at near by area such as School, College, Garden, Hotel, Talkies & Mandir etc. are easily available.

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

No --

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

No There are no such areas within 15 km which are subjected to pollution or environmental damage.

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 The site falls under the zone IV as per the Seismic Zone Map of India. Adequate measures will be taken during designing of the project as per IS norms.

Building shall be designed as per Seismic Zone –V.

Terms of Reference for EIA studies: Not applicable for 8 (a) Category Project

M/s SARA EMINENT 17


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

Date : July, 30, 2016 Signature of the Applicant

Place : Dehradun

P. K. Dhawan

(Authorized Signatory)

NOTE:

The projects involving clearance under Coastal Regulation 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 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.

The projects to be located within 10 km 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 Warden “thereon (at the stage of EC)”.

All correspondence with the Ministry of Environment & Forest including submission of application for TOR / Environment Clearance, subsequent clarification, 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 specific project”

M/s SARA EMINENT 18

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A

FORM 1AFOR



AT

Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178,Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand

BYM/s SARA EMINENT

Prepared By


(AN ISO 9001, ISO 14001, OHSAS 18001 & ISO 50001 CERTIFIED CO.)A – 1, INDUSTRIAL AREA, BAZPUR ROAD, KASHIPUR, UTTARAKHAND

M/s SARA EMINENT 1


APPENDIX- II

FORM -1 A

CHECK LIST OF ENVIRONMENTAL IMPACTS

(Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring programme)

1. LAND ENVIRONMENT

Fig 1: Panoramic View of the “Park Belles” (Group Housing Project)

1.1 Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500 meters) and (iii) the site (indicating levels &

M/s SARA EMINENT 2


contours) to appropriate scale. If not available attach only conceptual Plans.

The Project Site falls in an area demarcated as Residential Zone as per Master Plan of Dehradun –2025 as amended (Annexure – I-a). The Site of “Park Belles” a Group Housing Project of M/s Sara Eminent at Village Sinola, District Dehradun is located on a predominant location on main Mussoorie diversion Road of Dehradun and enjoys excellent frontage. Land Documents are attached as per Annexure – IX. The Sara Eminent would bring nearly 11232.911Sq. mt. of high-end retail and quality infrastructure for Housing Society and adequate Car parking area in Basement, Open area with Set back area. Together with this, there is a 02 Nos. of Towerscomprising with full fledged 72 Flats having Three Bed Room – 32 Nos., Four Bed Room – 32Nos., Duplex Pent House (Type A & B) Five Bed Room – 04 Nos. & Four Bed Room – 04 Nos. respectively. (Site Layout Plan as per Annexure - III). A Sewage Treatment Plant (60.0 KLD, FAB Technology) is also proposed for effective treatment of waste water.

Fig 1.1 Map of India & State Map of Uttarakhand

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, and Parking Needs etc.

Table 1.0 Salient Features of the Project

Items Details Name of the Project Group Housing Project “Park Belles” by M/s Sara EminentLocation Village Sinola, Mussoorie diversion Road, DehradunTotal Plot Area 11232.911Sq.mNet Plot Area 11079.641 Sq.m

M/s SARA EMINENT 3

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Total Built up Area 24724.019 Sq.m Total Built up Area without EWS 24288.510 Sq.mGround Coverage without EWS Proposed 2168.196 Sq. m (19.56%)Total FAR without EWS Proposed 15510.71 Sq m (all Floors)Maximum Height ( Above plinth ) 30.0 M (Height upto the highest occupied Floor)Covered Area Details of “Sara Eminent”

Type Area DetailsTotal Plot Area 11232.911Sq.mNet Plot Area 11079.641Sq.mPermissible F.A.RProposed FAR

23267.246 Sq.m15510.71 Sq.m

Total Basement Area (I & II) 6901.554 Sq.m

Number of Blocks, Floors &Basements

No. of Towers – 02Floors – GF + 09Basements – 02

Achieved Green belt Area 1472.60 Sq. m (13.29%),Proposed Green Area: 2358.911 Sq. m (21%)

Paved Area 2696.041 Sq m (24.33%)Parking Facilities Basement Area – I 3436.287 Sq mt.

Basement Area – II 3393.025 Sq mt. Total Basement AreaParking Required (Calculated)Proposed Parking in BasementProposed Open Parking area

6901.554 Sq mt.143 E.C.S.170 E.C.S.29 E.C.S.

Total Parking 199 E.C.S.Power Requirement & Source Total Connected load after diversity factor will be 756 KW, which

will be provided by State Electricity Board. By Taking the Power factor 0.9 & loading factor 90%, the required capacity of the Transformer shall be 933 KW. To meet this requirement it is proposed to provide 01 No. of Transformer (1000 KW capacity).

Power Backup 02 No. Green Insulated DG sets (02 x 400 KVA for Sara Eminent(Group Housing Project) would serve as a partial backup for Housing Complex and 100 % backup for common services.

Water Consumption Project proponent intends to use ground water supply. Initially water requirement would be 104.0 M3/day However, an average yield of 64.0 M3 per day will be required during Operational phase & additional requirement of water i.e. 40.0 M3/day will be fulfilled by recycling of treated waste water. Provision of 02 No. Bore wells having a yield of 16.0 M3/Hr. with pumps (7.5 KW) operating for about 06 hrs/day in cycling has been envisaged in case of emergency & fire-fighting

Solid Waste Disposal Solid waste shall be disposed as per the norms. Solid wastes would

M/s SARA EMINENT 4


be mainly biodegradable kitchen wastes; Waste paper, few non biodegradable wastes like plastics, hazardous wastes like used batteries, etc. Biodegradable and Non biodegradable wastes would be collected in separate bins and would be disposed as per UEPPCB norms. (Domestic Garbage would be 237.0 Kg /Day which will be used for Composting Purpose & further utilized for Green belt development.

Sewage Treatment & disposal Domestic effluents would be treated in proposed Sewage Treatment Plant (60.0 KLD Capacity with FAB Technology). The treated waste water will be recycled back for maintain Gardening/ Green belt & other Miscellaneous purposes.

Estimated Population to step-in During Construction phase, workers would be employed temporarily. During occupancy there would be permanent inflow of residents & temporary influx of House keeping Staffs, Other Service Persons, etc, who may not be residents of the “Sara Eminent” (Group Housing Project) It has been estimated that the total residential population would be approx. 480 Additional 10 % would be floating in nature.

Connectivity Approach roads of width 33.0 M & 9.0 M from the existing Road.

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).

No significant impact is envisaged on the existing facilities adjacent to the proposed site. This in turn, would create better community facilities for the surrounding area. The Project has been planned as a sustainable project blending with local ecology and keeping in mind any sensitivity. Hence, no disturbance to neighborhood areas would be caused either during construction or during operation.

1.4. Will there be any significant land disturbance resulting in erosion, subsidence & instability (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given).

No significant impact is envisaged in this case as well. There shall be no land disturbance resulting in erosion, subsidence and instability. The site falls under the zone IV as per the seismic zone map of India and indicating high damage risk zone. The project will be earthquake resistant taking into account the latest provisions of Indian Standards Codes. Soil Characteristics of the study area is presented below:-

The Soil strata consists of sandy silt (SM) with plastic fines upto 1.5 to 2.0 M depth followed by poorly graded sandy gravel (GP) mixed with boulders upto depth explored in all pits. The net safe bearing capacity upto a depth of 5.0 M has been calculated at 20 T/Sq.m. Water table is estimated to be beyond 25.0 M (during testing conditions).

The soil type of project area is Sandy loam and details of analysis are shown in below Table 2.0:

M/s SARA EMINENT 5


PROJECT SITE SOIL

Table – 2.0 Physiochemical Characteristics of Soil

S. No. TESTS RESULTS 1. pH value 7.622. Bulk Density g /cc 1.263. Conductivity, micro mhos/cm 0.1384. Nitrogen. % w/w 0.115. Phosphate (as P), mg/kg 44.466. Total Organic matter, % 0.567. T. Iron (as Fe), mg/kg 31.268. Water Holding Capacity, % 43.259. Porosity, % w/w 44.6810. Sodium (as Na), mg/kg 71.1011. Potassium (as K), mg/kg 33.4112. Calcium (as Ca), mg/kg 74.2513. Magnesium (as Mg), mg/kg 44.2514. Cation Exchange capacity meq/100g 33.1715. Texture

Sand % w/wSilt % w/wClay % w/w

Silty Loam20.055.2025.32

According to the Indian Standard Seismic Zoning Map, the Project is located in Zone IV. The design of the structure would have adequate provision to withstand the earthquake impact.

M/s SARA EMINENT 6


Figure 1.2 Earthquake Hazard Map of India

M/s SARA EMINENT 7


Figure 1.3 Uttarakhand Earthquake Hazard Zone

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 would be no alteration in the natural drainage system. All aspects would be taken into consideration while designing the storm water drains which shall be realigned/ connected to the main drainage network. Fraction of storm water would be utilized to recharge the ground water after preliminary treatment and excess storm water shall be discharged to the external city storm water lines. During Operational phase, wastewater from the Sara Eminent-Group Housing Project would be treated in Sewage Treatment Plant (60.0 KLPD, FAB Technology) and reused for irrigation of Green-belt & other purposes. For this purpose sewer lines would be constructed. Hence no extra load is envisaged to natural drainage system. Topographical Survey of Land is enclosed as per Annexure –II.

1.6. What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc)

The earthwork shall include soil excavation and cutting 2500 m3 approx. of the earth will be moved.Solid waste generated during construction phase is mainly due to excavation in the form of rubble & soil. Part of the rubble & soil will be used for back filling. There shall be a raft foundation depth of 1.2 M with a 0.3 mt plinth height from ground level. The quantity of excavation shall be refilled as per the need of the Project.

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

M/s SARA EMINENT 8


Water requirement during construction phase will be 30.0 KLD which will be met from private water tanker. Waste water generated during the construction phase will be 6.7 KLD and waste water will be subjected to septic tank/soak pits. Waste handling during the construction phase shall be done by the site contractor whose responsibility lies with collection and storage of construction and demolition waste generated on the site. All construction wastes generated during construction will be used within the site itself for filling the floors, roads, aggregate for mortar etc. to the extent feasible. Remaining will be sent to the agency for proper disposal.

Figure 1.4: Waste Management Plan for the Construction Phase

1.8. Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity).

No. The site area surroundings are characterized by an urbanized stretch. The proposed site does not have any low lying areas in the vicinity of the proposed 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).

Wastes during construction phase involves: Excavated soil, Stone aggregates, Cement Bags, Steel scraps, Sewage wastes from labor camps etc. Care would be taken to make a proper estimate of construction materials as well as involving skilled labors to minimize undue wastage in the first place. Food waste & other bio degradable waste will be generated for the labour Camp.

Solid Waste

Construction Waste

Construction waste, Broken Bricks, Waste Plaster

Empty Cement Bags Excavated Soil

Used in re-filling, raising site level Road making

Top soil conserved for landscaping,Balance used in re- filling

M/s SARA EMINENT 9

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Efforts would be made to utilize the waste maximally. Recyclable wastes like cement bags, steel scraps will be sold to registered vendors, Excavated soil, stone aggregates would be utilized in site leveling and dressing. Sewage from the labor camps will be disposed through septic tank /soak pits.

No health hazards are expected during the construction phase. The laborers will be provided with face masks to minimize dust inhalation.

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.

Initially water requirement would be 104.0 M3 / day However, an average yield of 64.0 M3 / day will be required during Operational phase & additional requirement of water i.e. 40.0 M3 / day will be fulfilled by recycling of treated waste water. The details water requirement & its breakup, source of water and Water Requirement, Source and Water Balance are given in Table 3.0. The water balance diagram is being attached as per Annexure - 5.

Table 3.0 Water Requirement, Source and Water Balance

REQUIREMENT QTY ( KLD) SOURCEDomestic 64.00 Municipal Source/Bore well Landscaping 12.00 Treated Effluent from STP Flushing 20.00 Treated Effluent from STP Fire Fighting 2.00 Treated Effluent from STPOther Purposes i.e. Spraying etc. 6.00 Treated Effluent from STP

During construction phase water will be supplied by private water tankers, whereas during operation phase water supply will be provided through municipal supply and bore wells. Total water requirement is approx. 104.0 KLD, out of which domestic water requirement is 64.0 KLD. Fresh water requirement is approx. 64.0 KLD. Daily water requirement calculation is given below in Table 4.0:

S.No Description Unit/Area (in m2)Total

OccupancyRate of water demand (lpcd)

Total Water Requirement

(KLD)A. Domestic Water

1. Residential Development

General 6 person/unit for 72unit

432 135 58.32

Visitors 10% of total general population

43 15 0.645

Staff 5% of total population 21 45 0.945

Recycle Water

M/s SARA EMINENT 10


Club 3 sqm/person for 237 sqm area

79 45 3.555

Total 63.465 KLD

Total = 63.565 KLD say 64.0 KLD

C. Horticulture &Landscape development

2358.911 sqm 5 l/sqm 11.79 KLDSay 12.0 KLD

(Recyclable Water)

Table – 5: Waste Water Generations

Waste Water Calculations

Domestic Waste Water 51.2 KLD

STP Capacity Proposed 60.0 KLD (considering 15 % margin for Designing)

Waste water Generation & Treatment It is expected that the project will generate approx.51.2 KLD of wastewater. The wastewater will be treated in the proposed STP of 60.0 KLD capacity provided within the complex generating 51.2 KLD of treated effluent from STP which will be recycled within the project. Surplus treated water will be discharged to sewer.

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

The primary source of water shall be Ground water. However, considering an average yield of 16000 liters per hour, there is also provision of 02 Nos. Tube wells with pumps operating for about 06 hours per day in cycling to meet the said demand.

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).

In normal course to meet daily demand, water would also be sourced from ground, which would be adequately treated to meet the quality of drinking water standard as per IS:10500:1991.The salient feature of the ground water quality are summarized and presented in Table 6.0.

Table 6.0: Physicochemical Parameters of Ground Water (Ground Water at Project Site)

Essential Tests for Drinking Water as Per IS: 10500-2012

Limits (Max) Protocols Tests Results Desirable Colour, Hazen units <5.0 5 25 IS-3025 (Pt-4): 1983 Odour Unobjectionable Unobjectionable IS-3025 (Pt-5): 1983 Taste Agreeable Agreeable IS-3025 (Pt-7&8): 1984

M/s SARA EMINENT 11

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Turbidity, NTU <1.0 5 10 IS-3025 (Pt-10): 1984

pH Value 7.40 6.5 to 8.5 IS-3025 (Pt-11): 1984 Total Hardness (as CaCO3), mg/l

272 300 600 IS-3025 (Pt-21): 1983

Calcium (as Ca), mg/l 56.70 75 200 IS: 3025(Pt-40)-1991Magnesium (as Mg), mg/l

28.30 30 100 34 of IS: 3025-1964

Residual free chlorine, mg/l

Nil 0.2 (Min) When Chlorinate

45 of IS-3025: 1964

Chlorides (as Cl), mg/l

7.62 250 1000 IS-3025 (Pt-32): 1984

Iron (as Fe), mg/l 0.05 0.3 1.0 32 of IS-3025: 1964 Fluorides (as F), mg/l Nil 1.0 1.5 APHA-4500-D-F-

Bacteriological Tests:

Tests Results Limits ProtocolsColiform MPN / 100ml Absent Absent IS: 54001-Part 1

E.Coli / 100 ml Absent Absent IS: 5887-Part 1

Remark: The sample conforms to IS: 10500-2012 for drinking water.

2.4. How much of the water requirement can be met from the recycling of treated waste water? (Give the details of quantities, sources and usage)

The estimated total amount of recycled water would be 40.0 KLD and this would be utilized in landscaping, toilet flushing, Fire fighting and other miscellaneous purposes. Detailed breakup is furnished in the water balance statement which has been attached as below:

M/s SARA EMINENT 12

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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)

There will be no diversion of water from other users.

2.6. What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of waste water generated from the proposed activity)

Approximately, 51.2 KLD of wastewater will be generated during the operational phase from domestic use and other activities. This wastewater generated will be treated in well designed sewage treatment plant based on FAB technology (60.0 KLPD Capacity).

Since it is a Group Housing Complex, the waste water generated would be mainly organic in nature and the expected composition of the waste water shall be:

Table 7.0: General composition of waste water in Residential areas

PARAMETERS : INCOMING SEWAGE TREATED SEWAGEpH : 6.5 – 8.5 6.5 – 7.5BOD @ 20°C : 200 - 300 mg/l <20 mg/lSuspended Solids : 400 - 600 mg/l <10 mg/lCOD : 500 - 700 mg/l <100 mg/lOil & Grease : <20 mg/l <5 mg/l

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

The Project will have provision for rainwater harvesting system and there would be a provision for rainwater harvesting tanks. Rain Water Harvesting Plan of the Site is enclosed as per Annexure – VI.

Rain Water Harvesting Plan

Rainwater collected from the rooftop is diverted by drain pipes to a settlement / filtration tank, from which it will flow into the recharge pit. The main emphasis given in the planning of the storm water drainage system is on recharging the underground aquifer of the area while having the safe disposal of storm water without flooding the campus. A network of storm water disposal drains will be planned which will finally dispose off into a percolation well for direct injection of collected storm water into the ground water. Bar screens and silt traps have been incorporated before the percolation wells to remove the silt, heavier particles and other objectionable material which can cause the choking of the percolation well. Type of percolation wells etc. will be decided after detailed hydrological and geological survey analysis results are obtained or as per recommendations of the Central Ground Water Board.

Detailed rain water harvesting plan as well as location of harvesting pits is being attached as per Environment Management Plan.

M/s SARA EMINENT 14

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 2.8. What would be the impact of the land use changes occurring due to the proposed project on the run-off 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?

Since it is a Group Housing Complex, the post construction run-off will contain mainly atmospheric deposition, suspended particles, etc. However, these would not exceed the capacity of existing or planned storm water drainage system or provide substantial additional sources of polluted runoff.

The Project is neither located near a large river nor near a mountain side and hence there would not be any kind of inundation by flooding or mudflow/landslides. Also, the project proposes to have 1472.60Sq. m of green area which would act as a natural percolator of rain water & minimizing runoff in the long run. Trees would also be planted to prevent soil erosion.

2.9. What are the impacts of the proposal on the ground water? (Will there be tapping ofground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any)

Water demand will be fulfilled from municipal supply or bore wells. No adverse impact is expected on this account as extensive rainwater harvesting will be implemented across the project site. To reduce the freshwater demand and hence the groundwater stress, treated wastewater will be used for landscaping, flushing purposes.

M/s SARA EMINENT 15


Figure 2.1: Ground Water Potential in India

2.10. What precautions / measures are taken to prevent the run-off from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts)

The following management measures are suggested to protect the water quality during construction phase.

Avoid excavation during monsoon season. Care would be taken to avoid soil erosion. Mobile toilets shall be constructed on the site during construction phase and the wastewater will be channelized to the septic tank in order to prevent wastewater from entering the water bodies. Any area with loose debris/soil within the site shall be fully planted by local plant species. To prevent surface and ground water contamination by oil/grease, leak proof containers would be used for storage and transportation of oil/grease. The floors of oil/grease handling area would be kept effectively impervious.

M/s SARA EMINENT 16


Collection and settling in the storm water, prohibition of equipment wash downs, and prevention of soil loss and toxic release from the construction site will be adhered to minimize water pollution.

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 produced on site will be harvested for ground water recharge. Thus proper management of this resource is a must to ensure 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:

Regular inspection and cleaning of storm drains. Installation of Oil/Water separators/traps system of adequate capacity around parking areas and garages as per requirement. Avoid application of pesticides and herbicides before wet season. Conducting routine inspections to ensure cleanliness. Preparation of spill response plans, particularly for fuel and oil storage areas. Provision of silt traps in storm water drains. Good housekeeping in the above areas.

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)

Majority of the constructional workers would be hired from local areas during construction phase. Personnel from outside would be hired depending on the availability of manpower. Temporary shelters with adequate sanitation facilities shall be provided.

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)

It is expected that the project will generate approx. 51.2 KLD of waste water. The wastewater will be treated in the STP of total capacity of approx. 60.0 KLD provided within the complex generating 40.0 KLD of recoverable water which will be recycled within the project.

Effluent Treatment Scheme is attached as per EFFLUENT TREATMENT PLAN in EMP.

2.14. Give details of dual plumbing system if treated waste is used for flushing of toilets or any other use.

Dual plumbing system that utilizes separate piping systems for freshwater and recycled wastewater will be adopted for the project. Treated water from the on-site STP is estimated at 51.0 KLD. The recycled water system shall utilize this treated waste water and serve for non- contact uses such as flushing, horticulture.

M/s SARA EMINENT 17

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 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.)

The proposed site of Sara Eminent – Group Housing Project falls in Residential Zone as per Master Plan of Dehradun – 2025 as amended issued by the Government. (Annexure-1)

There will be no significant impact of the Project on Flora & other vegetation due to any of the pollution parameters during operational phase of the Project.

No ecologically sensitive area falls within the project site. Hence, no ecological/ biological threat has been anticipated.

3.2. Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project.)

The proposed site is more or less a vacant land with sparse distribution of low height shrubs and invasive weeds mainly on the boundary of the plot. Any tree present within the plot shall be retained and shall be incorporated in the Landscape Plan. Further, the plant species around the site are local tree species and no rare or endangered tree species are found in the site.

3.3. What are the measures proposed to be taken to minimize the likely impacts on important site features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale?)

The proposed Project land will be converted to evergreen piece of environment friendly settlement.An area of 2358.911 Sq. m (21%) has been proposed for setting up of green belt and the following trees are proposed to be planted:

Alstonia scholaris ( Saptaparni ) Lagerstromia flosreginae ( Pride of India) Callistemon lanceolatus ( Bottle Brush)Cassia javanica ( Pink Shower) Polyalthia alba ( Poplar) Putranjiva roxburghii Plumeria acutifolia

4. FAUNA

4.1. Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details.

No. The existing land use around the site is urban and does not provide a habitat for wild species. The greenbelt will provide an excellent habitat for the native fauna.

The proposed site is earmarked as R zone in master plan of Dehradun. There would be no significant

M/s SARA EMINENT 18

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A ecological disturbance during the construction and operation phase. Rajaji National Park is in 16.0 Km (South direction) from the proposed Site. Malsi Dear Park is about 150m (NE) & Malsi Reserve Forest is 250m approx. (E) from the boundary of the proposed project.

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

Since it is a “Park Belles” – Sara Eminent Group Housing Project. The project will not have any direct or indirect impacts on the avifauna of the area. However, planting of fruit bearing trees in the proposed greenbelt will be an attraction to the local bird population.

4.3. Prescribe measures such as Corridors, Fish Ladders etc to mitigate adverse impacts on Fauna.

The Project site doesn’t house any migration corridor or fish ladder and hence no such impacts have been envisaged.

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)

Background Air Quality: For drawing up the baseline status of ambient air quality in the study area, ambient air quality monitoring in respect of PM 10, SO2, CO and NOx has been conducted in the study area at a frequency of twice a week adopting a 24 hour schedule. From the summarized monitoring results (Table 8.0) it is clear that, the 24-hourly average levels of SO2 & NOx is observed

t3

for residential, rural & other areas as stipulated in the National

Ambient Air Quality Standards. PM 10

3as stipulated in

the National Ambient Air Quality Standards.

Table 8.0 Ambient Air Quality in the Study Area

S No Parameter Result 3)

NAAQS Standards for residential & rural area (24 hours average)

1. Particulate Matter (PM 2.53) 26.0 60 3

1. Particulate Matter (PM 103) 73.4 3

2. Sulphur Dioxide ( SO23) 5.20 3

3. Nitrogen di Oxide ( NO2) 8.4 3

4. Carbon Mono Oxide (CO) (8.0 Hrs) 0.15 02 mg/m3

At present, all monitored parameters are well below the National Ambient Standards for Rural as well as Residential areas.

The Project during the construction phase could lead to nominal increase in parameter load due to constructional activities typical to similar project magnitude. Also, regular use of sprinklers along

M/s SARA EMINENT 19

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A with peripheral barriers would limit the fugitive dust inside the project boundary. Also the constructional schedule is phased for a longer time to act as buffer for all specific emissions which would not aggregate to an unacceptable level.

During the post construction phase, cars, scooter/motorcycle will be owned by the Residents. Vehicular emissions will be major source of air pollution in addition to DG set. Quantum and dispersion of pollutants form vehicular emission will depend upon the following:

Volume of traffic on the roads, Meteorological conditions.Emission sources from D.G. Sets.

From vehicular emissions, PM, NO2 and CO are pollutants of primary concern. The dispersion of vehicular emissions would be confined within 100 m from the road and concentration will decrease with the increase in distance from road. It is anticipated that the contribution of vehicular emissions in ambient air quality will be marginal but well within the stipulated National Ambient. At higher wind speed dispersion will be faster.

Mitigation Measures: The Project will develop a green belt inside the premises of the project site and along the internal road, which will work as barrier for the movement of pollutants and help in pollution control.

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.

Source of pollution:-

DG set running Vehicular movement

Impacts on Air Quality due to DG Sets and vehicular emissions:

Impacts on ambient air during operation phase would be due to emissions from the stacks attached to backup DG sets only during grid power failure.

Increase of CO level in the basement.

Mitigation Measures for Impacts of DG Sets and other vehicular emissions on Ambient Air Quality:

Back up DG sets will comply with the applicable emission norms.

Adequate stack height for DG sets will be provided as per norms.

Back up DG sets will be used only during power failure.

Monitoring of emissions from DG sets and ambient air quality will be carried out as per norms.

M/s SARA EMINENT 20


CO detector will be installed at the basement to check the concentration CO level in the basement.

Local Meteorological Parameters:

The climate of this valley heavily depends on the variation at the uphill’s of Aravali of Himalayas and adjoining area. The general characteristics of climate of this region are -

Temperature: Annual maximum temperature is 36.2 to 42.0 0C. Annual minimum winter temperature is 6.1 to 19.1 0C. Humidity: During rainy season humidity is 70 to 95%, during summer season it is 40 to 60 % and during winter season it is 25 % approximately. Wind: There is no specific wind direction but West, North-west and East are most probable. Summer is characterized by hot dust raising winds with velocities going up to 15 Km/hour. Atmosphere is dusty In May / June. Rainfall: The district receives an average annual rainfall of 2073.3 mm. About 87% of the annual rainfall is received during the period June to September.

5.3. Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site.

The Project would have adequate parking facilities for the Residents as well as Guest. The parking has been envisaged to be an emblem of modern architecture which would be a fine mix of ample space, ventilation and green area. Parking space is properly shown in layout plan & the provisions are strictly followed as per the building by rules.

Parking DetailsRequired No. of Parking for Residential

1.5 ECS for total Nos. of Flats of covd. Area =1.5 x 72 = 108

Required Nos. of Parking for Club

2.5 ECS for 100 Sqm of covd. area = 2.5 x 237/100 = 5.92 ECS Say 6 ECS

Total No. of Parking required = 108 + 6 =114 ECS

Open area Parking required @25% = 28.5 ECS Say 29 ECS

Ist Basement (B1) = 85 ECS

IInd Basement (B2) = 85 ECS

Total Nos. of ECS provided (Open + Basement) = 29+85+85 = 199 ECS

5.4. Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.M/s SARA EMINENT 21


Internal roads of adequate width, footpaths/pedestrian pathways have been planned for the project.Internal roads of width 9.0 M & 6.0 M are proposed to be constructed as per Site Lay-Out Planattached as Annexure- 3.

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.

No significant impact of noise has been anticipated within and outside of the project site due to provision of wide roads for smooth flow of traffic and greenbelt along the roads. Noise, due to the traffic, within site, will result in a marginal increase in the noise levels because noise control measures shall be provided in vehicles & DG sets, which will cause slight increase in noise level.

5.6. What will be the impact of DG sets & other equipment on noise levels & vibration & ambient air quality around the project site? Provide details.

During operation, vehicular movement and operation of DG sets are the major sources of noise pollution. But both these activities- DG set and vehicular movement will not have any significant impact. Since DG set will not be operational continuously and moreover it will be placed away from residential settlements and will be enclosed with suitable enclosures, hence no or minimal impact will be anticipated. It is envisaged that the movement of the motor vehicles will be restricted to designated carriageways only.

Impacts on Air Quality due to DG Sets:

Impacts on ambient air during operation phase would be due to emissions from the stacks attached to backup DG sets only during grid power failure.

Mitigation Measures for Impacts of DG Sets on Ambient Air Quality:

Back up DG sets will comply with the applicable emission norms. Adequate stack height for DG sets will be provided as per norms. Back up DG sets will be used only during power failure. Monitoring of emissions from DG sets and ambient air quality will be carried out as per norms.

Noise Control Measures for DG sets:

DG sets will be installed in the basement to minimize the impact on ambient noise. DG sets will be provided with acoustic lining / treatment to insure 75 dB (A) insertion loss as perthe regulations. Adequate exhaust mufflers will be provided as per norms to limit the noise.

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 proposed construction will not obstruct any view and will add to the beautification of the scene.

M/s SARA EMINENT 22

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A The project was designed with an objective that all rooms facing the scenic hill view from each and every corner. The full length balconies make residential apartments more effective.

6.2. Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?

The Project is a new construction and will not have any adverse impact on the existing structures. However, impact if any shall be limited to the project boundary only.

6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out.

Design criteria in the Architectural Plan which is in accordance with the National Building Code of India, 2005. All norms on Ground Coverage, FAR, Height, Setbacks, Fire Safety Requirements, Structural Design and other parameters will be strictly adhered to.

6.4. Are there any Anthropological or Archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered.

There are no Anthropological or Archeological sites or artifacts near the Project site.

7. SOCIO-ECONOMIC ASPECTS

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

No such changes anticipated.

Construction phase: Since local labors will be engaged during construction phase, alteration to the existing demographic profile of the area is not anticipated.

Operation phase: The changing demography in the area is another impact that needs attention. The project will mainly lead to spatial redistribution of local population and hence no considerable influx of population is envisaged owing to the project.

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

The infrastructural facilities in the study area are adequately available and the proposed project will not pose any additional affliction on it.

The proposed Project is about 8.8 km N from NH 72. Important places like Clock Tower ISBT, Railway Station and Vidhan Sabha & IIP are located within 15 Km from the project boundary. The District headquarters is at Dehradun which is 8.5 Km SW from the proposed site.

7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?

M/s SARA EMINENT 23

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A The proposed project would not create any adverse impact to the local community. Rather it will enhance their livelihood & socio economic conditions.

Construction phase: There are no religious sites or archeological monuments of historical significance in the project site. Hence, no adverse impact in this regard is anticipated. Rather, this phase will generate jobs that relate to unskilled, semi skilled as well as skilled labour category.

Operation phase: The project will provide state-of-the-art housing facility in the area, thereby improving the quality of life. “Park Belles” Group Housing Colony project of such scale will also boost the local economy.

8. BUILDING MATERIALS

8.1. May involve the use of building materials with high-embodied energy. Are the constructionmaterials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency)

For the purpose of paved path, sun dried pavers will be used instead of baked pavers as they are manufactured through energy efficient processes.

Energy conservation: a priority features Advanced Building Management Systems (BMS) for energy conservationProper signage’s for energy conservation wherever applicableAutomatic Capacitors to maintain higher power factorOptimum use of Glass with sun control film

Conventional construction materials shall be used. A rough estimate of construction raw materials has been provided below:

Table 9.0: Rough estimate of construction materials

CONSTRUCTION MATERIAL REQUIRED FOR PARK BELLES AT DEHRADUN

S. NO. DESCRIPTION QTY UNIT1. Aggregate 11500 CUM.2. Coarse Sand 10450 CUM.3. Fine Sand 2170 CUM.4. Cement 90800 BAGS5. Bricks 2243600 NOS.6. Steel Reinforcement 1415 M.T.7. Solid Wood 60 CUM.8. Wooden Shutters 2300 SQM.9. Marble Stone 11490 SQM.10. Paint 45525 SQM.11. Aluminium 1850 KG.12. Tiles 4325 SQM.

M/s SARA EMINENT 24

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 8.2. Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?

Mitigation Measures for Air Pollution during Construction Stage:

Construction materials will be suitably covered with tarpaulin cover etc during transportation.Water sprinkling shall be done on haul roads where dust generation is anticipated. Raw material storage and handling yard will be enclosed from all sides.To minimize the occupational health hazard, proper personal protective gears i.e. mask shall be provided to the workers working in the dust prone areas.

Mitigation Measures for Noise Pollution during Construction Stage:

Administrative as well as engineering control of noise will be implemented. Isolation of noise generation sources and temporal differentiation of noise generating activities will ensure minimum noise at receiver’s end. To prevent any occupational hazard, earmuff / earplug shall be given to the workers working around construction plant & machinery emitting high noise levels. Use of such plant or machinery shall not be allowed during night time. Careful planning of machinery operation and scheduling of operations shall be done to minimise such impact.

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

Yes, for road construction fly-ash will be utilized. Recycled materials will be bought from outside sources and will be used as fillers in base and sub-base of the carriageway, footpaths pavements or pedestrian way, as needed.

8.4. Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.

Method of collection, segregation and disposal of garbage generated during the operational phase is given below:

Table 10.0: Details of Solid Waste Management

Nature Organic Waste : Vegetable & fruit Residues, Discarded foods Inorganic Waste : Papers, Cartons ,Plastics ,Glass etc Hazardous Waste : Batteries, Bulbs, Spent Oils Discarded Medicines Cotton swabs etc

Collection and Disposal Different types of wastes shall be collected in separate bins and will be utilized/ disposed as per local municipal norms. Organic Biodegradable wastes may be composted within the complex and used in manures & Hazardous Waste shall be sold to the Authorized Dealers.

Recycling The inorganic wastes like paper, plastic, glass shall be recycled as far as possible.

M/s SARA EMINENT 25

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 9. ENERGY CONSERVATION

9.1. Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption?

Energy conservation program will be implemented through measures taken both on energy demand & supply. Effective measures have been incorporated to minimize the energy consumption in following manners:

Transformers with on-load tap chargers provided for superior voltage regulation.

Roof insulation is planned to be with 50 mm expanded polystyrene or equivalent to reduce the air-conditioning load from exposed terraces by 78%.

LED based lighting will be done in the common areas, landscape areas, signage, entry gates and boundary walls etc.

Variable Frequency Drives (VFD) have been proposed for the Pumps & Blowers. Thus, if the Pump runs at 80% of its full rated speed the power changes to cube of 0.8 i.e. at 51.2% of the load.

It is proposed to use Cellular Light Weight Concrete (CLC), which uses fly ash for manufacturing.

Building envelop has glazing of low E insulating glass with low solar heat gain coeffcient (SHGC = 0.5) and low U factor of 1.01.

Use of capacitors at load centers to improve voltage and power factor to reduce distributional losses.

For corridors and staircases direct type of luminaries with wide spread of light distribution would be recommended.

All the light fittings proposed would also be with electronic ballasts as against copper ballasts thereby saving energy on lighting consumption by 25%.

The details of power requirement, source, and back up power arrangements are given below:

Table 11.0: Electrical Details

Power Requirement : 756 KWSource of Power : UPCL Distribution System : One No. of Transformer (1000 KW)

M/s SARA EMINENT 26


Backup power supply arrangement : 02 No. Green Insulated DG sets (01 + 01 x 400)KVA for Sara Eminent (Group Housing Project) are proposed which would serve as a partial backup for Housing Complex and 100 % backup for common services.

Fuel required : HSD will be used as a fuel for operation of DG sets which taken on daily basis.

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

02 No. Green Insulated DG sets (02 x 400 KVA for Park Belles (Sara Eminent Group Housing Project) would serve as a partial backup for Housing Complex and 100 % backup for common services.

By Taking the Power factor 0.9 & loading factor 90%, the required capacity of the Transformer shall be 933 KW. To meet this requirement it is proposed to provide 01 No. of Transformer (1000 KW capacity). One control room shall be constructed for this purpose from where electricity shall be supplied to the end users.

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?

The project will involve uses of clear & tinted glass having U-value less than 3.11 w/m2-oC.

9.4. What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.

Passive solar design refers to use of the sun’s energy for the heating and cooling of living spaces. Pergolas, projections, façade elements, metal louvers will be provided for sun shading to reduce the heat influx into the building and thus reduce the air conditioning loads.

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.

15-20 % of street lighting which is on critical junctions will be on solar energy. 15-30 Lux for street lighting shall be with HPSV lamp.

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?

Pergolas, projection, façade elements, metal louvers will be provided to reduce cooling loads. Green area and open areas will be so spaced that a reduction in temperature is achieved.

M/s SARA EMINENT 27

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 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.

Energy efficient space conditioning, lighting & other mechanical systems are being utilized as per the following details:

All the Light fittings proposed are with electronic ballasts as against copper ballasts thereby saving energy on lighting consumption by 25 %. CFL lighting fixtures in the common areas.Maximum utilization of solar energy.Remaining lighting which are on electrical energy will be on timer circuits to achieve the maximum savings.200 Lux has been provided for external lighting and 200 - 500 lux has been provided for Sara Eminent.Buildings shall be designed in such a manner to allow for wind protection and solar access in winter, and at the same time provide adequate sun protection and ventilation in summer months.Green belt shall be developed in such a manner around the building so as to intercept solar radiation and to shade the walls and windows of buildings (with S, SW or SE exposure) to prevent heat gain. This would also help in reducing air conditioning load/use.

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 emissions from the proposed construction may be from the following sources: • Heat absorbed from the paved and concrete structures

Heat generated from equipment/appliancesHeat increase due to population increase in the project.

However, the heat generated will not be significant and will be dissipated in the greens and open areas provided within the project area.

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 U-values of the roof, external wall and fenestration of the building will meet the requirement as specified in the Energy Conservation Building Code (ECBC), 2006.

Based on construction materials, the Heat Transfer Coefficient “U” & Thermal Resistance “R” are as follows:

S. No. Component U value (W/m2-°C) R value (m2-0C/W

M/s SARA EMINENT 28


(a) Roof less than 0.409 R-2.1(b) External wall U< 0.352 R-2.35

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

Firefighting measures shall be adopted as per the guidelines of NBC. External yard hydrants installed around all buildings and galvanized steel fire hose boxes/cabinet (weather proof). All external yard hydrants shall be at one meter height from finished ground level as per. External fire hydrants shall be located such that no portion of any building from a hydrant and the external hydrants are not vulnerable to mechanical or vehicular damage.

Fire hydrant system will be provided within the buildings, fire escape staircases and refuge areas will be provided and the building structures will be planned as per NBC. In addition, 10 kg fire extinguishers will be provided for class A, B, and C fires. CO2 extinguishers will also be provided.

A Firefighting plan is attached as per Environmental Management Plan (Annexure - VIII).

Disaster Management Plan

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

Project is planned to reduce the impact of disasters and to encourage recovery. A disaster management cell would be established which will take care of post disaster scenario. It would be a volunteer kind of set-up and professionals can also be hired in case of eventuality. Management and maintenance agency will prepare an integrated, comprehensive management plan.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:

(Earthquake Management) At the time of designing and constructing the building due care would be taken to have earthquake resistant structures which will conform to IS 1983. New systems and devices using non-conventional civil engineering materials would be developed to reduce the earthquake forces acting on structure.

PRECAUTION & MITIGATORY METHODS TO PREVENT DISASTERS:(Fire Hazard)

Fire safety would be taken into account and would follow all the safety norms and regulations as per the NBC and other related Indian Standards. All electrical cables would be underground and sophisticated modern electrical distribution system to reduce risk of fire. Special firefighting equipment’s like Automatic Fire Detection and alarm system, automatic sprinkler system etc. would be installed as per the NBC standards. Risk assessment with on-site disaster management plan will be specified to fire, smoke and

M/s SARA EMINENT 29


other emergency conditions.

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

The project will not involve use of glass as wall material. All fenestration with U-factors, SHGC, or visible light transmittance determined, certified and labeled in accordance ISO 15099 shall be adopted.

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

The project will not be centrally air conditioned and hence there will be provision for ample natural ventilation.

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.

Solar energy will be variedly used as:

Solar street lights. Solar blinkers. Solar power packs/inverters.CFLs/LED will be used in buildings to minimize the energy consumption. Green area is provided along with tree plantation which will result in natural air cooling and will reduce the load on conventional energy sources.

10. ENVIRONMENT MANAGEMENT PLAN

The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.

Environment Management Plan is aimed at mitigating the possible adverse impact of a Project and for ensuring proper maintenance of the existing environment quality. It involves efficient use of human resource, materials, energy and natural resources like water. Its implementation is performed right from the planning stage and continues throughout the Construction and operation/occupational stage.

It is basically build upon site specific plan and its main objective is to identify the Project specific activities that would have significant adverse impacts on the existing environment and subsequently design the mitigation measures in order to ensure that the Project is implemented in an environmentally sustainable manner throughout the Project’s life cycle.

Architectural aspects also play an important role in strengthening the Environmental Management

M/s SARA EMINENT 30

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Plan and projecting it as Green development Project. Hence suitable supplementary information or notes highlighting salient features are incorporated in appropriate sections of this plan The EMP plan also envisages mitigating any adverse condition that may be created due to anthropogenic activities inside the Project Complex.

10.1 Objectives of EMP

The core objectives of the environment management plan for proposed Group Housing Project “Park Belles” would be:

To comply with all applicable environmental legislations throughout the life cycle of the Project.To undertake all Constructional activities with minimal interference to environment.To maintain time management of activities as per PERT and CPM Chart.To conserve natural resources and energy by adopting sound management practices.To incorporate appropriate and cost effective resource management plan, water conservation plan, solid waste management plan, traffic decongestion plan.To ensure safety and hygiene of workforce at all times.To encourage and assist in all technical audits by internal auditors as well as external statutory bodies as per the prevalent laws of the land as when required.To carry out the EMP to the maximum possible extent at all times through financial mechanisms as decided by company management from time to time and as required under specific laws.To systematically and economically adopt the policy of reduce, recycle and reuse wherever and whatever possible.

10.2 Vision

Since it is a Group Housing Project “Park Belles” of M/s Sara Eminent with a built up area of 24288.51 Sq.m. This is envisaged to create mitigable impacts on the existing biosphere during Construction as well as occupational phase. The vision of this EMP is to control air, water, noise and soil pollution during the Construction as well as occupational phase, mitigate adverse effect if any to the surrounding habitats and maintain an ecological balance by creating architecture which would blend with existing socio-cultural and environmental ambience.

In a nutshell this Environment Management Plan includes the following elements during Construction as well as occupational phase of the Project:

Air Pollution and Control Management.Storm Water Management.Sewage Treatment and Management.Noise Control and Management.Plantation, Landscaping and Land management.Management of Social Issues.Occupational, Safety and Health Issues.Energy Conservation.Environmental Monitoring.

M/s SARA EMINENT 31


Emergency response plans for Emergency Scenarios.Environmental Management System.

It is suggested that as part of the EMP, a monitoring committee would be formed by M/s Sara Eminent comprising of the site in-charge/coordinator, environmental group representative and project implementation team representative. The committee’s role would be to ensure proper operation and management of the EMP including the regulatory compliance.

The components of the environmental management plan, potential impacts arising, out of the project and remediation measures are summarized below in Table 12.

M/s SARA EMINENT 32

[Gro

up H

ousi

ng P

roje

ct “

Park

Bel

les”

by

M/s

Sar

a E

min

ent l

ocat

ed a

t Sur

vey/

Kha

sra

No.

69

Gha

, 80

Kha

, 80

Ka,

Pro

pert

y N

o. 1

78, V

illag

e Si

nola

, Par

wad

oon,

Mus

soor

ie

Div

ersi

on R

oad,

Dis

tric

t Deh

radu

n, U

ttar

akha

nd. ]

Form

–1

A

TA

BL

E –

12:S

UM

MA

RY

OF

POT

EN

TIA

L IM

PAC

TS

AN

D R

EM

ED

IAL

ME

ASU

RE

S

S.

No.

E

nvir

onm

enta

l co

mpo

nent

sPo

tent

ial

Impa

cts

Pote

ntia

l Sou

rce

of Im

pact

Con

trol

s Thr

ough

EM

P &

D

esig

nIm

pact

Eva

luat

ion

Rem

edia

l M

easu

res

1.G

roun

d W

ater

Qua

lity

Gro

und

Wat

er

Con

tam

inat

ion

Con

stru

ctio

n Ph

ase

• Was

te w

ater

gen

erat

ed

from

tem

pora

ry la

bor t

ents

.

No

surf

ace

accu

mul

atio

n w

ill

be a

llow

ed. •

Mob

ile to

ilets

will

be

prov

ided

. • S

ewag

ew

ill

be c

olle

cted

in se

ptic

tank

s.

No

sign

ifica

nt im

pact

as

maj

ority

of l

abor

s wou

ld b

e lo

cally

dep

loye

d

Ope

ratio

n Ph

ase

• Sew

age

Dis

char

ge fr

om

the

proj

ect

Sara

Em

inen

t bui

lder

s will

pr

ovid

e ST

P to

trea

t the

di

scha

rge.

No

nega

tive

impa

ct o

n gr

ound

wat

er q

ualit

y en

visa

ged.

Not

sign

ifica

nt.

2.G

roun

d W

ater

Q

uant

ityG

roun

d W

ater

D

eple

tion

Con

stru

ctio

n Ph

ase

• Gro

und

wat

er w

ill n

ot b

e ex

tract

ed fo

r con

stru

ctio

n ac

tivity

.

• Not

App

licab

leN

o si

gnifi

cant

impa

ct o

n gr

ound

wat

er q

uant

ity

envi

sage

d.

Ope

ratio

n Ph

ase

• The

sour

ce o

f wat

er d

urin

g op

erat

ion

phas

e is

from

m

unic

ipal

supp

ly.

Bla

ck a

nd G

rey

wat

er

treat

men

t and

reus

e. •

Stor

m

wat

er c

olle

ctio

n fo

r wat

er

harv

estin

g. •

Aw

aren

ess

Cam

paig

n to

redu

ce th

e w

ater

co

nsum

ptio

n.

No

sign

ifica

nt im

pact

on

surf

ace/

grou

nd w

ater

qu

antit

y en

visa

ged

from

the

proj

ect.

3.Su

rfac

e W

ater

Qua

lity

Surf

ace

wat

er

cont

amin

atio

nC

onst

ruct

ion

Phas

e• S

urfa

ce ru

noff

from

site

du

ring

cons

truct

ion

activ

ity.

Silt

traps

and

oth

er m

easu

res

such

as a

dditi

onal

on

site

di

vers

ion

ditc

hes w

ill b

e co

nstru

cted

to c

ontro

l sur

face

ru

n-of

f dur

ing

site

No

off-s

ite im

pact

env

isag

ed

as n

o su

rfac

e w

ater

re

ceiv

ing

body

is p

rese

nt in

th

e co

re z

one.

M/s

SA

RA

EM

INE

NT

33

[Gro

up H

ousi

ng P

roje

ct “

Park

Bel

les”

by

M/s

Sar

a E

min

ent l

ocat

ed a

t Sur

vey/

Kha

sra

No.

69

Gha

, 80

Kha

, 80

Ka,

Pro

pert

y N

o. 1

78, V

illag

e Si

nola

, Par

wad

oon,

Mus

soor

ie

Div

ersi

on R

oad,

Dis

tric

t Deh

radu

n, U

ttar

akha

nd. ]

Form

–1

A

de

velo

pmen

tO

pera

tion

Phas

e• D

isch

arge

of d

omes

tic

was

tew

ater

to S

TP.

Dom

estic

wat

er w

illbe

trea

ted

in S

TPN

o of

f-site

impa

ct e

nvis

aged

Exce

ss

treat

ed

was

te w

ater

w

ill b

e di

scha

rged

to

pub

lic

sew

er.

4.A

ir Q

ualit

yD

ust

Emis

sion

sC

onst

ruct

ion

Phas

e• A

ll he

avy

cons

truct

ion

activ

ities

• Dur

ing

cons

truct

ion

phas

e th

e co

ntra

ctor

s are

adv

ised

to

faci

litat

e m

asks

for t

he la

bors

. W

ater

sprin

kler

s will

be

used

fo

r sup

pres

sion

of d

ust d

urin

g co

nstru

ctio

n ph

ase.

Not

sign

ifica

nt b

ecau

se d

ust

gene

ratio

n w

ill b

e te

mpo

rary

an

d w

ill se

ttle

fast

due

to

dust

supp

ress

ion

tech

niqu

es.

Emis

sion

s of

PM, S

O2,

N

O2

and

CO

Con

stru

ctio

n Ph

ase

• Ope

ratio

n of

con

stru

ctio

n eq

uipm

ent a

nd v

ehic

les

durin

g si

te d

evel

opm

ent.

• R

unni

ng D

.G. s

et (b

ack

up)

• Rap

id o

n-si

teco

nstru

ctio

n an

d im

prov

ed

mai

nten

ance

of e

quip

men

t •

Use

of P

erso

nal P

rote

ctiv

e Eq

uipm

ent (

PPE)

like

ea

rmuf

fs a

nd e

arpl

ugs d

urin

gco

nstru

ctio

n ac

tiviti

es

• Not

sign

ifica

ntR

egul

ar

mon

itorin

g &

co

ntro

l m

easu

re

of

emis

sion

s le

vels

.

Ope

ratio

n Ph

ase

• Pow

er g

ener

atio

n by

DG

Se

t dur

ing

pow

er fa

ilure

• Em

issi

on fr

om v

ehic

ular

tra

ffic

in u

se

Use

of l

ow su

lphu

r die

sel i

f av

aila

ble

• Sta

ck h

eigh

t of D

G se

t abo

ve

the

talle

st b

uild

ing

as p

er

CPC

B st

anda

rds

•Pro

vidi

ng F

ootp

ath

and

pede

stria

n w

ays w

ithin

the

site

. • G

reen

bel

t will

be

Not

sign

ifica

nt.

No

sign

ifica

nt in

crea

se in

am

bien

t air

qual

ity le

vel i

s ex

pect

ed fr

om th

e pr

ojec

t’s

activ

ities

. Th

ere

are

no se

nsiti

ve

M/s

SA

RA

EM

INE

NT

34

[Gro

up H

ousi

ng P

roje

ct “

Park

Bel

les”

by

M/s

Sar

a E

min

ent l

ocat

ed a

t Sur

vey/

Kha

sra

No.

69

Gha

, 80

Kha

, 80

Ka,

Pro

pert

y N

o. 1

78, V

illag

e Si

nola

, Par

wad

oon,

Mus

soor

ie

Div

ersi

on R

oad,

Dis

tric

t Deh

radu

n, U

ttar

akha

nd. ]

Form

–1

A

de

velo

ped

with

spec

ific

spec

ies t

o he

lp to

redu

ce P

M

leve

l • P

rope

r mai

nten

ance

of

equi

pmen

t

rece

ptor

s loc

ated

with

in th

e vi

cini

ty o

f site

.

5.N

oise

Env

ironm

ent

Con

stru

ctio

n Ph

ase

• Pro

visi

on o

f noi

se sh

ield

s ne

ar th

ehe

avy

cons

truct

ion

oper

atio

ns a

nd a

cous

tic

encl

osur

es fo

r DG

set.

• Con

stru

ctio

n ac

tivity

will

be

limite

d to

day

tim

e on

lyO

pera

tion

Phas

e• N

oise

from

veh

icul

ar

mov

emen

t

• Noi

se fr

om D

G se

t op

erat

ion

• Gre

en B

elt D

evel

opm

ent

• Dev

elop

men

t of s

ilenc

e zo

nes t

o ch

eck

the

traff

ic

mov

emen

t

• DG

set r

oom

s will

be

equi

pped

with

aco

ustic

en

clos

ures

.

No

sign

ifica

nt im

pact

6.La

nd E

nviro

nmen

tSo

il co

ntam

inat

ion

Con

stru

ctio

n Ph

ase

• Dis

posa

l of c

onst

ruct

ion

debr

is

Con

stru

ctio

n de

bris

will

be

colle

cted

and

suita

bly

used

on

site

as p

er th

e so

lid w

aste

m

anag

emen

t pla

n fo

r co

nstru

ctio

n ph

ase.

No

sign

ifica

nt im

pact

. Im

pact

will

be

loca

l, as

w

aste

gen

erat

ed w

ill b

e re

used

for f

illin

g of

low

ly

ing

area

s etc

.O

pera

tion

Phas

e• G

ener

atio

n of

mun

icip

al

solid

was

te

• Use

d oi

l gen

erat

ed fr

om

D.G

. set

• It i

s pro

pose

d th

at th

e so

lid

was

te g

ener

ated

will

be

man

aged

as p

er M

SW R

ules

, 20

00.

• Col

lect

ion,

segr

egat

ion,

tra

nspo

rtatio

n an

d di

spos

al

will

be

done

as p

er M

SW

Man

agem

ent R

ules

, 200

0 by

Sinc

e so

lid w

aste

is h

andl

ed

by th

e au

thor

ized

age

ncy,

w

aste

dum

ping

is n

ot g

oing

to

be

allo

wed

. N

ot si

gnifi

cant

. Neg

ligib

le

impa

ct.

M/s

SA

RA

EM

INE

NT

35

[Gro

up H

ousi

ng P

roje

ct “

Park

Bel

les”

by

M/s

Sar

a E

min

ent l

ocat

ed a

t Sur

vey/

Kha

sra

No.

69

Gha

, 80

Kha

, 80

Ka,

Pro

pert

y N

o. 1

78, V

illag

e Si

nola

, Par

wad

oon,

Mus

soor

ie

Div

ersi

on R

oad,

Dis

tric

t Deh

radu

n, U

ttar

akha

nd. ]

Form

–1

A

th

e au

thor

ized

age

ncy.

• U

sed

oilg

ener

ated

will

be

sold

to a

utho

rized

recy

cler

s.7.

Bio

logi

cal

Envi

ronm

ent (

Flor

a an

d Fa

una)

Dis

plac

emen

t of

Flo

ra a

nd

Faun

a on

site

Con

stru

ctio

n Ph

ase

• Site

Dev

elop

men

t dur

ing

cons

truct

ion

• Im

porta

nt sp

ecie

s of t

rees

, if

any,

will

be

iden

tifie

d an

d m

arke

d an

d w

ill b

e m

erge

d w

ith la

ndsc

ape

plan

.

The

proj

ect s

ite h

as sh

rubs

as

veg

etat

ion

Ope

ratio

n Ph

ase

• Inc

reas

e in

gre

en c

over

ed

area

• Sui

tabl

e gr

een

belts

will

be

deve

lope

d as

per

land

scap

ing

plan

in a

nd a

roun

d th

e si

te

usin

g lo

cal f

lora

.

Ben

efic

ial i

mpa

ct.

8.So

cio-

Econ

omic

En

viro

nmen

t

Popu

latio

n di

spla

cem

ent

and

loss

of

inco

me

Con

stru

ctio

n Ph

ase

• Con

stru

ctio

n ac

tiviti

es

lead

ing

to re

loca

tion

• Pro

ject

will

pro

vide

em

ploy

men

t opp

ortu

nitie

s to

the

loca

l peo

ple

in te

rms o

f la

bor d

urin

g co

nstru

ctio

n.

No

nega

tive

impa

ct.

Ben

efic

ial i

mpa

ct

Ope

ratio

n Ph

ase

• Site

ope

ratio

n• P

roje

ct w

ill p

rovi

de

empl

oym

ent o

ppor

tuni

ties t

o th

e lo

cal p

eopl

e in

term

s of

serv

ice

pers

onne

l (gu

ards

, se

curit

ies,

gard

ener

s etc

) du

ring

oper

atio

ns •

Prov

idin

g qu

ality

-Inte

grat

ed

infr

astru

ctur

e.

Ben

efic

ial i

mpa

ct

9.Tr

affic

Pat

tern

Incr

ease

of

vehi

cula

r tra

ffic

Con

stru

ctio

n Ph

ase

• Hea

vy V

ehic

ular

m

ovem

ent d

urin

g co

nstru

ctio

n

• Ade

quat

e pa

rkin

g fa

cilit

y w

ill b

e pr

ovid

ed. •

The

pea

k ho

urs w

ill a

void

ed fo

r tra

nspo

rtatio

n of

mat

eria

ls.

No

nega

tive

impa

ct

Ope

ratio

n Ph

ase

• Tra

ffic

due

to re

side

nts

once

the

proj

ect i

s op

erat

iona

l

• Veh

icul

ar m

ovem

ent w

ill b

e re

gula

ted

insi

de th

e pr

ojec

t w

ith a

dequ

ate

road

s and

pa

rkin

g lo

ts.

No

maj

or si

gnifi

cant

impa

ct.

M/s

SA

RA

EM

INE

NT

36


10.3 Environment Management Plan

An Environmental Management Plan (EMP) will be required to mitigate the predicted adverse environmental impacts during construction and operation phase of the project and these are discussed in later subsections.

10.3.1 Soil Management

Developmental Projects involve disturbance to the existing soil conditions, removal of existing trees, compacting or disturbing the soil, changing natural drainage patterns, and by covering the ground with impermeable surfaces which ultimately results in to soil erosion, instability and overall change in the micro climate and drainage pattern of the site.

Since the top soil is rich in the organic content and is essential to establish new vegetation appropriate measures would be adopted to check soil erosion and contamination as well as to conserve the top soil as follows:

To prevent the erosion of excavated loose soil generated as a result of site levelling, dressing site preparation activities as well as excavation work would be undertaken during dry season.When opening the site, care would be taken to keep vegetation clearing at a minimum.The excavated material such as top soil and stones would be stacked at safe places for reuse at a later stage of Construction.If necessary organic mulching would be done to minimize soil erosion.Proper vegetative cover by appropriate planting practice (Locally Available Plants) would be encouraged to minimise soil erosion and sedimentation. The foliage and root of plants provide dust control and reduction in erosion potential by increasing the infiltration, trapping sediment, stabilizing soil and dissipating the energy of hard rain.All Vehicle/Machinery and equipment operation, maintenance and refuelling would be carried out in such a fashion that spillage of fuels and lubricants does not contaminate the soil. All Surplus Materials would be collected from the site as soon as the particular Construction activity is over and would be transported with due care, with proper cover and without disposing/abandoning them at or near the site.

10.3.2 EMP for Air Environment

Construction Phase

To mitigate the impacts of dust during the construction phase of the project, the following measures are recommended for implementation:

A dust control plan Procedural changes to construction activities

M/s SARA EMINENT 37

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Dust Control Plan:

The most cost-effective dust suppressant is water because water is easily available on construction site. Water can be applied using water trucks, handled sprayers and automatic sprinkler systems. Furthermore, incoming loads could be covered to avoid loss of material in transport, especially if material is transportedoff-site.

Procedural Changes to Construction Activities Idle time reduction:

Construction equipment is commonly left idle while the operators are on break or waiting for the completion of another task. Emission from idle equipment tends to be high, since catalytic converters cools down, thus reducing the efficiency of hydrocarbon and carbon monoxide oxidation. Existing idle control technologies comprises of power saving mode, which automatically off the engine at preset time and reduces emissions, without intervention from the operators.

Improved Maintenance:

Significant emission reductions can be achieved through regular equipment maintenance. Contractors will be asked to provide maintenance records for their fleet as part of the contract bid, and at regular intervals throughout the life of the contract. Incentive provisions will be established to encourage contractors to comply with regular maintenance requirements.

Reduction of On-Site Construction Time:

Rapid on-site construction would reduce the duration of traffic interference and therefore, will reduce emissions from traffic delay.

Operation Phase:

To mitigate the impacts of pollutants from DG set and vehicular traffic during the operational phase of the project, following measures are recommended for implementation:

DG set emission control measures

Vehicular emission controls and alternatives

Greenbelt development

Diesel Generator Set Emission Control Measures:

Adequate stack height will be maintained to disperse the air pollutants generated from the operation of DG set to dilute the pollutants concentration within the immediate vicinity. Hence no additional emission control measures have been suggested.

Vehicle Emission Controls and Alternatives:

M/s SARA EMINENT 38

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A During construction, vehicles will be properly maintained to reduce emission. Footpaths and Pedestrian ways: Adequate footpaths and pedestrian ways would be provided at the site to encourage non-polluting methods of transportation.

Greenbelt Development:

Green belt would be developed on the periphery and along the internal roads of the proposed site which would act as a curtain to restrict the movement of pollutants within the Project site as well as increase the aesthetic view of the area. Such curtain would act as an effective buffer against the dust emissions, gaseous emissions and noise from surrounding areas. Also in due course of time they would act as micro habitats for insects, butterflies, birds etc.

The proposed Project would have a Green area of 2358.911 Sq. m which is 21.0 % of the total site area and the proposed Trees are as follows:

Trees that can be used as Barrier for Air Pollution

Botanical Name Common Name

Azadirchta indica Neem

Alstonia scholaris Saptaparni

Cassia fistula Amaltas

Chorisia speciosa Mexican silk cotton

Delonix regia Gulmohar

Callistemon lanceolatus Bottle brush

Grevillea robusta Silver oak

Spathodea campanulata Indian coral tree

Lagerstroemia flos-reginae Arjun

Plumeria alba White champa

Kigelia pinnata Indian sausage tree

Bauhinia varigata Variegated kachnar

Bauhinia blackiana Purple kachnar

Millingtonia hortensis Akash neem

Anthocephalus kadamba Kadamb

Jacaranda mimosaefolia Nili gulmohar

Pterospermum acerifolium Kanak champa

Phllanthus emblica Amla

M/s SARA EMINENT 39


Eugenia jambolana Kala jamun

Morus alba Mulberry (black)

Morus alba Mulberry (white)

Phoenix dactyphyllum Date palm (Khajoor)


Plumeria alba Champa

Chorisia speciosa


Erythrina blackie Tota

Golden bottle brush

Ficus Reginald

Calliandra red / Haematocephala

Hebiscus le france

Nyctanthus arbotristis Haar singar

Ficus panda

Hamelia patens

Plumbago capensis

Juniperus occidentalis

Golden duranta

Cuphea (white)

Cuphea (purple)

Ophiopogon (v)

These would be planted in the following manner:

Curtain Plantation along the Project boundary where trees would be planted one meter apart in a close set manner.

Avenue plantation where trees would be planted on either sides of the road 1.5 M apart.

Field plantation where trees would be planted on the open stretches of land at a spacing of 2 M apart.

M/s SARA EMINENT 40

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Plantation on open stretches of land would help to improve the general ecological condition of the habitat by adding Greenery to the landscape and also by providing a vast canopy of foliage for sinking of pollutants generated in the area (Green Lung).

10.3.3 EMP For Noise Environment

Construction Phase:

To mitigate the impacts of noise from construction equipment during the construction phase on the site, the following measures are recommended for implementation.

Time of Operation: Noisy construction equipment would not be allowed to use at night time. Job Rotation and Hearing Protection: Workers employed in high noise areas will be employed on shift basis. Hearing protection such as earplugs/muffs will be provided to those working very close to the noise generating machinery.

Operation Phase:

To mitigate the impacts of noise from diesel generator set during operational phase, the following measures are recommended:

Adoption of Noise emission control technologies

Greenbelt development

Noise Emission Control Technologies:

The DG set will be provided with acoustic enclosure to have minimum 25 dB (A) insertion loss or for meeting the ambient noise standard. It would be ensured that the manufacturer provides acoustic enclosure as an integral part along with the diesel generators set. Further, enclosure of the services area with 4 m high wall will reduce noise levels and ensure that noise is at a permissible limit for resident of the site and surrounding receptors.

10.3.4 EMP For Water Environment

Construction Phase:

To prevent degradation and to maintain the quality of the water source, adequate control measures have been proposed. To check the surface run-off as well as uncontrolled flow of water into any water body check dams with silt basins are proposed. The following management measures are suggested to protect the water source being polluted during the construction phase:

Avoid excavation during monsoon season

Care would be taken to avoid soil erosion

M/s SARA EMINENT 41


Common toilets will be constructed on site during construction phase and the waste water would be channelized to the septic tanks in order to prevent waste water to enter into the water bodies

Any area with loose debris within the site shall be planted

To prevent surface and ground water contamination by oil and grease, leak-proof containers would be used for storage and transportation of oil and grease. The floors of oil and grease handling area would be kept effectively impervious. Any wash off from the oil and grease handling area or workshop shall be drained through imperious drains.

Collection and settling of storm water, prohibition of equipment wash downs and prevention of soil loss and toxic release from the construction site are necessary measure to be taken to minimize water pollution.

All stacking and loading area will be provided with proper garland drains, equipped with baffles, to prevent run off from the site, to enter into any water body.

Operation Phase:

In the operation phase of the project, water conservation and development measures will be taken, including all possible potential for rain water harvesting. Following measures will be adopted:

Water source development.

Minimizing water consumption.

Promoting reuse of water after treatment and development of closed loop systems for different water streams.

Water Source Development:

Water source development shall be practiced by installation of scientifically designed Rain Water Harvesting system. Rainwater harvesting promotes self-sufficiency and fosters an appreciation for water as a resource.

Minimizing Water Consumption Consumption of fresh water will be minimized by combination of water saving devices and other domestic water conservation measures. Further, to ensure ongoing water conservation, an awareness program will be introduced. The following section discusses the specific measures, which shall be implemented:

Domestic and Commercial Usage:

Use of water efficient plumbing fixtures (ultra low flow toilets, low flow sinks, water efficient dishwashers and washing machines). Water efficient plumbing fixtures uses less water with no marked reduction in quality and service

M/s SARA EMINENT 42


Leak detection and repair techniques.

Sweep with a broom and pan where possible, rather than hose down for external areas.

Meter water usage: Implies measurement and verification methods. Monitoring of water uses is a precursor for management.

Horticulture:

Drip irrigation system shall be used for the lawns and other green area. Drip irrigation can save 15-40% of the water, compared with other watering techniques.

Plants with similar water requirements shall be grouped on common zones to match precipitation heads and emitters.

Use of low-angle sprinklers for lawn areas.

Select controllers with adjustable watering schedules and moisture sensors to account for seasonal variations and calibrate them during commissioning.

Place 3 to 5 inches of mulch on planting beds to minimize evaporation.

Promoting Reuse of Water after Treatment and Development of Closed Loop Systems

To promote reuse of waste water and development of closed loop system for waste water segregation. Two wastewater schemes are suggested, namely:

1) Storm Water Harvest 2) Waste water recycling.

Storm water harvest as discussed in earlier, will be utilized for artificial recharge of ground water sources; and waste water will be reused on site after treatment. Treated waste water will be used for landscaping; flushing, Fire fighting & other purpose and rest will be given to nearby construction activities. Following section discuss the scheme of waste water treatment.

Rain water harvesting detail

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various blocks shall be connected to adjacent drain by a pipe through catch basins. The water table becomes more than 10 m in future, rainwater harvesting can be carried out. Therefore, it has been calculated to provide 2 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area.

M/s SARA EMINENT 43

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 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. Annual rainfall of 700 mm/yr shall be considered for designing the storm water drainage system.

Peak hourly rainfall has been considered as 45 mm/hr. The recharge pit of 4 m length, 2.5 m width and 4 m depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having 300 mm diameter and 2.75 m depth. Water table at this site was found at 25 m depth below the existing ground surface. The bottom of the recharge structure will be kept 4 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 2168.196 m2 (without EWS)

Green Area = 1472.60 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area)

= 11232.911– (2168.196 + 1472.60)

= 7592.115 m2

M/s SARA EMINENT 44

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Runoff Load

Roof-top Area = 2168.196 × 0.045 × 0.8 = 97.57m3/hr

Green Area = 1472.60 × 0.045 × 0.1 = 6.63 m3/hr

Paved Area = 7592.115 × 0.045 × 0.75 = 256.23 m3/hr

Total Runoff Load = (97.57 + 6.63 + 256.23) m3/hr = 360.43 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 360.43 /4 = 90.10 m3

Taking the effective length, width and depth of a Recharge pit 4m, 3.0m and 4.0m respectively, Volume of a single Recharge pit = LxBxH = 4 × 3.0 × 4 = 48 m3

Hence No. of pits required = 90.10 /48 = 1.9 or say 2 Pits.

Storm Water Management:

Most of the storm water produced on site will be harvested for ground water recharge. Thus proper management of this resource is a must to ensure that it is free from contamination.

Contamination of Storm Water is possible from the following sources:

Diesel and oil spills in the diesel power generator and fuel storage area.

Waste spills in the solid / hazardous waste storage area.

Oil spills and leaks in vehicle parking lots.

Silts from soil erosion in gardens.

Spillage of sludge from sludge drying area of sewage treatment plant.

A detailed storm water management plan will be developed which will consider the possible impacts from above sources. The plan will incorporate best management practices which will include following:

• Regular inspection and cleaning of storm drains

• Clarifiers or oil/separators will be installed in all the parking areas. Oil / grease separators installed around parking areas and garages will be sized according to peak flow guidelines. Both clarifiers and oil/water separators will be periodically pumped in order to keep discharges within limits

• Covered waste storage areas

• Avoid application of pesticides and herbicides before wet season

• Secondary containment and dykes in fuel/oil storage facilities M/s SARA EMINENT 45

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A • Conducting routine inspection to ensure cleanliness

• Provision of slit traps in storm water drains

• Good housekeeping in the above areas

Waste Water Treatment Scheme

Proponent will treat the waste water of the project in well designed sewage treatment plant of capacity 60.0 KLD based on FAB technology.

Sewerage System

An external sewage network shall collect the sewage from all units, and flow by gravity to the proposed sewage treatment plant.

Following are the benefits of providing the Sewage Treatment Plant in the present circumstances:

Reduced net daily water requirements, source for Horticultural purposes by utilization of the treated waste water.

Reduced dependence on the public utilities for water supply and sewerage systems.

Sludge generated from the Sewage Treatment Plant shall be rich in organic content and an excellent fertilizer for horticultural purposes.

a. Wastewater Details

(a) Daily load : 65.2 KLD

(b) Duration of flow to STP : 24 hours

(c) Temperature : Maximum 32oC

(d) pH : 7 to 9.5

(e) Colour : Mild

(f) T.S.S. (mg/l) : 100-400 mg/l

(g) BOD (mg/l) : 200-300 mg/l

(h) COD (mg/l) : 500-700 mg/l

b. Final discharge characteristics

(a) pH : 6.5 to 7.5

M/s SARA EMINENT 46

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A (b) Oil & Grease : <10 mg/l

(c) B.O.D. : <20 mg/l

(d) C.O.D. : <100 mg/l

(e) Total Suspended Solids : <10 mg/l

c. Treatment Technology

The technology is based on attached growth aerobic treatment followed by clarification by a tube settler. Lime will be dosed in for suppression of foaming tendencies. The clarified water will be filtered in a pressure sand filter after dosing of coagulant (alum) for removal of unsettled suspended impurities. This water will be passed through an activated carbon filter for removal of organics. The filtered water from ACF is then chlorinated & stored in the flushing tank.

The attached growth fluidized aerobic bed reactor (FAB) process combines the biological processes of attached & suspended growth. It combines submerged fixed film with extended aeration for treatment of the waste water.

The waste water after screening is collected in an equalization tank. The equalization tank is required for preventing surges in flow & facilitating equalization of characteristics over the entire quantity of effluent in a given time. A provision for pre-aeration is made in the equalization tank in order to ensure mixing & to prevent the sewage from going septic.

The equalized sewage is then pumped into the RBC reactor for biological processing. The water enters the bottom of the reactor & flows up through media which grossly enhances the hydraulic retention time & provides a large surface area for growth of biological micro – organisms. The RBC reactor is aerated by fine pore sub – surface diffusers which provide the oxygen for organic removal. The synthetic media floats on the water & the air agitation ensures good water to micro-organism contact.

The RBC treatment is an attached growth type biological treatment process where in, the majority of biological activity takes place on the surface of the PVC media. Continuous aeration ensures aerobic activity on the surface of the media. Micro – organisms attach themselves on the media & grow into dense films of a viscous jelly like nature. Waste water passes over this film with dissolved organics passing into the bio-film due to concentration gradients within the film. Suspended particles & colloid may get retained on this sticky surface where they are decomposed into soluble products. Oxygen from the aeration process in the waste water provides oxygen for the aerobic reactions at the bio-film surface. Waste products from the metabolic processes diffuse outward & get carried away by the waste water or air currents through the voids of the media.

The aerated effluent passes into a tube deck settler for clarification. The theory of gravity tube settler system is that the carrier fluid maintains laminar flow in the settling media at specified maximum viscosity. These two parameters of a carrier fluid, flowing through a hydraulic configuration, will

M/s SARA EMINENT 47

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A determine the velocity gradients of the flow, the height of boundary layer at the inclined surface and the residence time within the media.

The carrier fluid must be viscous Newtonian, exhibiting a Reynolds number of less than 1000 and preferably, a number under 400. The laminar flow, through the inclined tubes, will produce velocity gradients sufficiently large to form an adequate boundary layer, where the velocity of fluid approaches zero. Boundary layers are necessary in functioning tube settlers, to allow suspended solids to separate from the viscous carrier fluid. Under gravitational forces, they will settle to the hydraulic surface of the tube and subsequently from the clarifier media.

Since the tubes are inclined at 60 degrees, solids settled on the tubes are continually discharged down. This downward rolling action increases particle contact and hence further agglomeration, which increases the sludge settle ability. Studies show that these agglomerated sludge particles can have a settling rate in excess of ten times the settling rate of the individual floc particles in the influent. These heavy agglomerated masses quickly slide down the 60 degree inclined tube and settle at the bottom of the tank.

At the bottom of the Tube deck, where the sludge leaves the Tube surface, the larger agglomerated captures smaller particles in the upcoming stream. This solid contact phenomenon greatly enhances the capture efficiency.

Stages of Treatment: The treatment process consists of the following stages:

• Equalization

• Bio- Degradation

• Clarification & Settling

• Filtration

M/s SARA EMINENT 48

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49

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 10.3.4 EMP for Land Environment

Construction Phase

The waste generated from construction activity includes construction debris, biomass from land clearing activities, waste from the temporary make shift tents for the labors and hazardous waste. Following section discuss the management of each type of waste. Besides waste generation, management of the topsoil is an important area for which management measures are required. Construction Debris Construction debris is bulky and heavy and re-utilization and recycling is an important strategy for management of such waste. As concrete and masonry constitute the majority of waste generated, recycling of this waste by conversion to aggregate can offer benefits of reduced landfill space and reduced extraction of raw material for new construction activity. Mixed debris with high gypsum, plaster, shall not be used as fill, as they are highly susceptible to contamination, and will be sent to agency. Metal scrap from structural steel, piping, concrete reinforcement and sheet metal work shall be removed from the site by construction contractors. A significant portion of wood scrap will be reused on site. Recyclable wastes such as plastics, glass fiber insulation, roofing etc shall be sold to recyclers.

Hazardous waste

Construction sites are sources of many toxic substances such as paints, solvents wood preservatives, pesticides, adhesives and sealants. Hazardous waste generated during construction phase shall be stored in sealed containers and disposed off as per Hazardous and Other Wastes (Management and Transboundary Movement) Rules, 2016. Some management practices to be developed are:

Herbicides and pesticide will not be over applied (small-scale applications) and not applied prior to rain

Paintbrushes and equipment for water and oil based paints shall be cleaned within a contained area and will not be allowed to contaminate site soils, water courses or drainage systems

Provision of adequate hazardous waste storage facilities. Hazardous waste collection containers will be located as per safety norms and designated hazardous waste storage areas will be away from storm drains or watercourses

Segregation of potentially hazardous waste from non-hazardous construction site debris

Well labeled all hazardous waste containers with the waste being stored and the date of generation

Instruct residents and subcontractors in identification of hazardous and solid waste

Even with careful management, some of these substances are released into air, soil and water and many are hazardous to workers. With these reasons, the best choice is to avoid their use as much as possible by using low-toxicity substitutes and low VOC (Volatile Organic Compound) materials.

Waste from Temporary Makes Shift Tents for Labors

M/s SARA EMINENT 50

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Wastes generated from temporary make shift labor tents will mainly comprise of household domestic waste, which will be managed by the contractor of the site. The wastewater generated will be channelized to the septic tank.

10.3.5 EMP For Solid Waste

The philosophy of solid waste management at the project will be to encouraging the four R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Regular public awareness meetings will be conducted for the proper segregation and storage techniques. The Environmental Management Plan for the solid waste focuses on three major components during the life cycle of the waste management system i.e., collection and transportation, treatment or disposal and closure and post-closure care of treatment/disposal facility.

Various components of solid wastes management for the proposed Project are provided as below:

Three Bin Systems for different waste Category is as follows:

Sl. No. Colour of Bin Type of Waste

1. Dark Grey Non-Recyclable Waste

2. Green Kitchen Food/ Compostable Garden Waste

3. Blue Paper

Storage facilities would also be created and established taking into account quantities of waste generation and number of Occupants, Guest and working Staff.

A part of biodegradable waste if possible would be used for composting.

Recyclable waste would be sold to recyclers and the remaining waste would be taken out by the local body for disposal in designated landfill sites.

Hazardous waste as well as E- waste would be handled as per statutory norms.

M/s SARA EMINENT 51


SOLID WASTE MANAGEMENT(During Construction Phase)

SOLID WASTE MANAGEMENT (During Operation Phase)

S.No. Likely Impact Mitigative Measures1. Total solid waste generation would be

approx. 237.0 kg/day, which constitute as:

Three Bin Systems for different waste CategoryDark Gray Non-Recyclable WasteGreen Kitchen Food/ Compostable

Garden WasteBlue Paper, Card Board etc.

a. Bio-degradable Waste (Recyclable) - 60%

b. Non-bio Degradable Waste - 30%

c. Inert Waste - 10%

The solid waste will be segregated at source & collected & recycled.The inert solid will be transported to a local solid waste dumping site.

2. Periodic STP sludge STP sludge will be used for landscaping 3. Horticultural waste Horticultural waste will be composted & used

for gardening activities.

M/s SARA EMINENT 52

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A During the operation phase, waste will comprise domestic as well as agricultural waste. The solid

waste generated from the project shall be mainly domestic waste and estimated quantity of the

waste shall be approx. 236.45 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg

per capita per day for the visitor, 0.25 kg per capita per day for the staff members and landscape

wastes @ 15 kg/acre/day). Following arrangements will be made at the site in accordance to

Construction & Demolition Waste Management Rules, 2016.

Table 13: Calculation of Solid Waste Generation

S. No. Category kg per capita per day Waste generated (kg/day)

1. Residents 432 @ 0.5 kg/day 216.02. Staff 21 @ 0.25 kg/day 5.25

3. Visitors 43 @ 0.15 kg/day 6.45

4. Landscape waste 0.583 acre @ 15 kg/acre/day 8.75

TOTAL SOLID WASTE GENERATED 236.45 kg/day

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000))

Collection and Segregation of waste

1. A door to door collection system will be provided for collection of domestic waste in

colored bins from household units.

2. The local vendors will be hired to provide separate colored bins for dry recyclables and

Bio-Degradable waste.

3. Litter bin will also be provided in open areas like parks etc.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected to organic waste convertor and the compost will be used

as manure.

2. STP sludge is proposed to be used for horticultural purposes as manure.

3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.

M/s SARA EMINENT 53


Recyclable wastes

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure

after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.

Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence,

the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal

Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. A Solid waste

management Scheme is depicted in the following figure for the residential project.

Solid Waste

Wet Waste

Recyclable Waste

Non-recyclable

Dark Gray Bin

Sold to Authorized Recycler

Dry Waste

Disposal as per MSW Rules

Composting & Manuring

Blue BinGreen Bin

Bio-degradable waste

M/s SARA EMINENT 54

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A 10.3.6 EMP For Ecological Environment

Construction activity changes the natural environment. The project requires the implementation of following choices exclusively or in combination.

Construction Stage

• Restriction of construction activities to defined project areas, which are ecologically sensitive

• Restrictions on location of temporary labor tents and offices for project staff near the project area to avoid human induced secondary additional impacts on the flora and fauna species

• Cutting, uprooting, coppicing of trees or small trees if present in and around the project site for cooking, burning or heating purposes by the labors will be prohibited and suitable alternatives for this purpose will be made

• Along with the construction work, the peripheral green belt would be developed with suggested native plant species, as they will grow to a full-fledged covered at the time of completion.

Operation Stage

Improvement of the current ecology of the project site will entail the following measures:

Plantation and Landscaping

Green Belt Development

Park and Avenue Plantation

The section below summarizes the techniques to be applied to achieve the above objectives:

Plantation and landscaping

Selection of the plant species would be done on the basis of their adaptability to the existing geographical conditions and the vegetation composition of the forest type of the region earlier found or currently observed.

Green Belt Development Plan

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are proposed for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.M/s SARA EMINENT 55

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as climate, elevation and soil. The plants would exhibit the following desirable characteristics in order to be selected for plantation

1. The species should be fast growing and providing optimum penetrability

2. The species should be wind-firm and deep rooted

3. The species should form a dense canopy

4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NO2 should be preferred

6. The species should be permeable to help create air turbulence and mixing within the belt

7. There should be no large gaps for the air to spill through

8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces

9. Ability to withstand conditions like inundation and drought

10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

11. Attractive appearance with good flowering and fruit bearing

12. Bird and insect attracting tree species

13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation

• Parks and gardens maintained for recreational and ornamental purposes will not only improve the quality of existing ecology at the project site but also will improve the aesthetic value.

• Avenue Plantation

1. Trees with colonial canopy with attractive flowering

2. Trees with branching at 7 feet and above

3. Trees with medium spreading branches to avoid obstruction to the traffic

4. Fruit trees to be avoided because children may obstruct traffic and general movement of public

10.3.7 EMP for Socio-Economic Environment

M/s SARA EMINENT 56

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A The social management plan has been designed to take proactive steps and adopt best practices, which are sensitive to the socio-cultural setting of the region. The Social Management Plan for project focuses on the following components:

• Income Generation Opportunity during Construction and Operation Phase

The project would provide employment opportunity during construction and operation phase. There would also be a wide economic impact in terms of generating opportunities for secondary occupation within and around the project. The main principles considered for employment and income generation opportunities are out lined below:

• Employment strategy will provide for preferential employment of local people

• Conditions of employment would address issues like minimum wages and medical care for the workers. Contractors would be required to abide to employment priority towards locals and abide by the labor laws regarding standards on employee terms and conditions.

• Improved Working Environment for Employees

The project would provide safe and improved working conditions for the workers employed at the facility during construction and operation phase. Following measures would be taken to improve the working environment of the area:

• Less use of chemicals and biological agents with hazard potential

• Developing a proper interface between the work and the human resource through a system of skill improvement

• Provision of facilities for nature care and recreation e.g. indoor games facilities

• Measures to reduce the incidence of work related injuries, fatalities and diseases

• Maintenance and beautifications of the project site and the surrounding roads

10.3.8 EMP For Energy Conservation

Energy conservation program will be implemented through measures taken both on energy demand and supply.

M/s SARA EMINENT 57


Energy conservation will be one of the main focus during the planning and operation stages. The conservation efforts would consist of the following:

Architectural design

• Maximum utilization of solar light will be done.

• Maximize the use of natural lighting through design.

• The orientation of the buildings will be done in such a way that maximum daylight is available.

• The green areas will be spaced, so that a significant reduction in the temperature can take place.

Energy Saving Practices

• Energy efficient lamps will be provided within the project.

• 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.

Behavioral Change on Consumption

• Promoting resident awareness on energy conservation

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

10.4 Disaster Management Plan

Disaster causes disruption to the human, social, economic, and ecological life of the society. It causes disruption, death, damage, disability, epidemic, diversion of resources and immense burden to the exchequer. Some of the disasters like cyclone, floods, and droughts can be fairly predicted whereas earthquakes, landslides, flash floods, often occur suddenly.

Supply Energy Conservation

Demand

Utilize energy-efficient diesel generators

Exploring the possibilities of introducingrenewable energy

Reduce consumption

Use energy efficient appliances

Create Guest Awareness

M/s SARA EMINENT 58


10.4.1 Residents Preparedness Plan

Identify possible disaster that are likely at your place and explain their effects to each of the family members.

Learn community warning signals and the actions you should take when they are activated.

Display a list of important telephone numbers in the Park Belles Group Housing Complex and at your work place.

Decide on best two escape routes from the rooms and keep them on obstructed at all times.

Identify high-risk areas (areas having LPG cylinders, refrigerators, Air conditioners, liquid fuel) in the Group Housing Complex that calls for immediate action.

10.4.2 Disaster Kit

“Park Belles” would arrange survival kit to help Occupants during any crisis following disaster and kept at a convenient place known to all Guests. The kit must include:

1. Torch with extra Batteries/Candies/Match Boxes.

2. Pocket Radio with Extra Batteries.

3. First Aid Kit and common medicines.

4. One set of clothing for each member of family in accordance with weather with few bed sheets/blankets.

5. Drinking water (5.0 litres per person per day for three days)

M/s SARA EMINENT 59


6. Dry food stuff, Milk powder, and Glucose or Electoral powder.

7. Soap, Toothpaste, Toothbrush, and Towels.

8. Plastic Bags, Plates, Glass/Tumbler, Utility Knife, Paper and Pencils.

10.4.3 Earthquake Management

Indicative Signs:

Erratic Animal Behaviour-Watch for Frightened or Confused Pet running around, or a Bird call not usually heard at night.

Ground Water Levels- Watch for sudden change in water levels in wells or artesian bores.

General guidelines to be followed during the Earthquake are:

Stay Calm

Ground and Ground + 2 Floors can remain indoors. There could be falling debris outside.

Above Ground + 9 floors should not panic and try for staircase in organized manner

Take shelter under an internal Doorframe, Table, Bench or Bed.

Keep away from Mirrors, Windows, Overhead Fittings and Tall Furniture.

Do not use lifts or Rush for doors in crowded areas. Stay clear.

10.5 Environmental Management System and Monitoring Plan

For the effective and consistent functioning of project, an Environmental Management system (EMS) would be established at the site. The EMS would include the following:

• An Environmental management cell.

• Environmental Monitoring.

• Personnel Training.

• Regular Environmental audits and Correction measures.

• Documentation – standards operation procedures Environmental Management Plan and other records.

10.6 Environmental Management Cell

Apart from having an Environmental Management Plan, it is also proposed to have a permanent organizational set up charged with the task of ensuring its effective implementation of mitigation

M/s SARA EMINENT 60

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A measures and to conduct environmental monitoring. The major duties and responsibilities of Environmental Management Cell shall be as given below:

• To implement the environmental management plan.

• To assure regulatory compliance with all relevant rules and regulations.

• To ensure regular operation and maintenance of pollution control devices.

• To minimize environmental impact of operations as by strict adherence to the EMP.

• To initiate environmental monitoring as per approved schedule.

• Review and interpretation of monitored results and corrective measures in case monitored results are above the specified limit.

• Maintain documentation of good environmental practices and applicable environmental laws for a ready reference.

• Maintain environmental related records.

• Coordination with regulatory agencies, external consultants, monitoring laboratories.

• Maintenance of log of public complaints and the action taken.

10.7 Environmental Monitoring

The objective of the monitoring plan is to assess the extent of environmental impact of the proposed Project and provide measures to minimize them and bring to an acceptable level. Periodical monitoring of Ambient Environmental Quality would be taken as per applicable laws and directives as issued from time to time by statutory authorities. The monitoring requirement for the different environmental components is presented in table below:

Table 14: Suggested Monitoring Program for Project

Air Quality Monitoring

Project stage Pre Construction, Construction & Operation period (as agreed)

Parameter SPM, RSPM, SO2, NOx ,CO and Lead

Sampling Method High Volume Air Sampler Use method specified by CPCB for analysis

Standards Air (Prevention and Control of Pollution) Rules, CPCB, 1994

Frequency Once before start of work & once every season of the year during Construction

M/s SARA EMINENT 61


period & upto 18 months (Operation Period)

Duration Continuous 24 hours / or for 1 full working day

Location Wherever the contractor decides to locate the hot mix plant and sensitive locations along the road stretch.

Measures Wherever air pollution parameters increase above specified standards, additional measures as decided by the Engineer would be adopted

Implementation Consultant through approved monitoring agencies

Water quality Monitoring

Project stage Pre Construction & Construction

Parameter •pH, BOD, COD, DO, TDS, Lead, Oil & Grease and Detergents for Surface water. •Water pH, TDS, Total Hardness, Sulphate, Fluorides, Chloride, Iron and Lead for Ground Water.

Sampling Method Grab Sample Collected from source and analysis as per Standard Methods for Examination of water and Wastewater

Standards Indian Standards for Inland Surface Water (IS;2296,1982 ) and for Drinking water (IS;10500,1991)

Frequency Twice a year (Pre-Monsoon and Post-Monsoon Seasons) during theConstruction period

Duration Grab sampling

Location At minimum 4 locations to represent residential, agricultural, surface water quality and vicinity of the Construction site.

Measures At locations of increased in water pollution, all inflow channels would be checked for pollution loads and channel delivering higher pollution loads and channel delivering higher pollution load would be terminated from disposal into the water source and other methods of disposal would be adopted

Implementation Consultant through approved monitoring agencies

Ecology Plantation

Implementation Project Proponent through approved monitoring agencies

M/s SARA EMINENT 62

[Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.] Form – 1 A Supervision Project Management cell / Environmental Management Cell

Noise Level Monitoring

Project stage Pre-Construction, Construction & Operation period (as agreed)

Parameter Noise level on dB (A) scale

Special Guidance Free field at 1 M from the equipments whose noise level are being determined.

Equivalent noise levels using an integrated noise level meter kept at a distance of 15 M from edge of pavement

Standards MoEF Noise Rules, 2000.

Training and human resource development is an important link to achieve sustainable operation of the facility and environment management. For successful functioning of the project, relevant EMP would be communicated to the staff as well as residents.

10.8 Environmental Audits and Corrective Action Plans

To assess whether the implemented EMP is adequate, periodic environmental audits will be conducted by the project proponent’s Environmental division. These audits will be followed by Correction Action Plan (CAP) to correct various issues identified during the audits.

10.9 Environmental Compliance Report

The Project proponent would ensure an annual progress report as per the reporting format acceptable to the State Pollution Control Board or as per the EPA act, Government of India. The Environmental Engineer would also ensure the status of the implementation of the EMP, and get it submitted to the Statutory Authorities as and when required as a compliance as per prevailing air and Water Act. The Project Manager would have access and authority to monitor the status base done the same and for which necessary facilities would be made by the Project proponent.

10.10 Environment Management Implementation Cost

M/s Sara Eminent has kept sufficient provision for implementing all necessary Environmental Pollution abatement related programmes and Equipment systems.

M/s SARA EMINENT 63


Sl No. Description Cost (Lacs)

1. Green Area Development 15.0

2. Environmental Pollution Abatement 20.0

3. Environmental Monitoring (Ambient Air Water & Soil) 5.0

4. Recurring Cost per Annum 5.0

M/s SARA EMINENT 64

SURVEY/KHASRA NO. 69 GHA, 80 KHA, 80 KA,PROPERTY NO. 178,

VILLAGE SINOLA, PARWADOON,MUSSOORIE DIVERSION ROAD,

DISTRICT DEHRADUN,UTTARAKHAND

Group Housing Project “Park Belles” by M/s Sara Eminent located at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun, Uttarakhand.

INTRODUCTION:

M/s Sara Eminent is a Partnership Firm having its registered Office at 7/1 Pritam Road, Dehradun has proposed to Construction of Group Housing Project “Park Belles” project in the name of M/s Sara Eminent.

M/s Sara Eminent a pioneer in the real estate building business is proposed to creating a world class Group Housing project ‘Park Belles’ at Dehradun city. The Site of Park Belles – a Group Housing Project at Survey/Khasra No. 69 Gha, 80 Kha, 80 Ka, Property No. 178, Village Sinola, Parwadoon, Mussoorie Diversion Road, District Dehradun is located on a predominant location on main Mussoorie Road of Dehradun and enjoys excellent frontage.

M/s SARA EMINENT “PARK BELLS”

CONCEPTUAL PLAN FOR “GROUP HOUSING PROJECT”

M/s SARA EMINENT 2


BACKGROUND & PURPOSE OF THE PROJECT:

Driven by the zeal to make a mark in the infrastructure sector of the country, Sara Eminent India a privately owned and operated group of companies is conducting endeavors and operations with a remarkable degree of dynamism since past 2 decades. The group is steadily emerging as the notable realty and infrastructure developer providing distinctive and specialized services in Real Estate, Hospitality and Education sector.

M/s Sara Eminent has acquired expertise and accolades for its contribution to the Retail industry and the group has now ventured into the Residential Development domain. With a heritage of developing magnificent creations & intends to continue the story with its residential projects.

Park Belles a Group Housing Project is a Centrally located venture of M/s Sara Eminent and this is hoped to attract footfalls from Mussoorrie Road and also draw the tourist traffic on the Mussoorie-Dehradun highway.

PROJECT FACILITIES:

The project will involve the construction of Two Tower building with Ground + 09 Floors encompassing,there is a 02 Nos. of Towers comprising with full fledged 72 Flats having Three Bed Room – 32 Nos., Four Bed Room – 32 Nos., Duplex Pent House (Type A & B) Five Bed Room – 04 Nos. & Four Bed Room – 04 Nos. respectively. The proposed project will gain a maximum height of 30.0 m (upto the highest occupied Floor).

LAND AREA BREAK UP:

S. No. Particulars Area (Sq.M,)

1. Total plot area 11232.911Sq.m

2. Net Plot Area 11079.641 Sq.m

3. Build-up Area 24288.51 Sq.m (excluding EWS)

4. Total Ground Coverage 2168.196 Sq.m.

5. Total Basement Area (I & II) 6901.554 Sq.m

Basement Area – I

Basement Area –II

3436.287 Sq mt.

3393.025 Sq mt.

6. Landscape / Green belt 1472.60 Sq m

7. Paved areas 6864.205 Sq. m

POWER REQUIREMENT:

756 KW would be connected load, which will be provided by State Electricity Board.

Transformer Details:

M/s SARA EMINENT 3


By taking the efficiency of Transformer as 85%, the required capacity of the Transformer shall be 933KW. To meet this requirement it is proposed to provide one Transformer of 1000 KW.

Back up source:

02 No. Green Insulated DG sets (02 x 400 KVA for Sara Eminent (Group Housing Project) would serve as a partial backup for Housing Complex and 100 % backup for common services.

MANPOWER:

The total man power requirement will be as under:-

S. No Phase No. of the Workers1. Pre construction 502. Construction

• Peak• Non-peak

15050

3. Post constructionStaff

21

WATER REQUIREMENT:

Project proponent intends to use ground water supply. Initially water requirement would be 104.0 M3/day However, an average yield of 64.0 M3 per day will be required during Operational phase & additional requirement of water i.e. 40.0 M3/day will be fulfilled by recycling of treated waste water. However, considering an average yield of 16000 liters per hour, there is also provision of 02 Nos. Bore wells with pumps operating for about 06 hours per day in cycling to meet the said demand.

M/s SARA EMINENT 4

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SEWAGE TREATMENT PLANT:

PROCESS DESCRIPTION: FAB TECHNOLOGY Design Flow: 60.0 KLD

EXPECTED CHARACTERISTICS OF SEWAGE:

PARAMETERS : INCOMING SEWAGE TREATED SEWAGEpH : 6.5 – 8.5 6.5 – 7.5BOD @ 20°C : 200 - 300 mg/l <20 mg/lSuspended Solids : 400 - 600 mg/l <10 mg/lCOD : 500 - 700 mg/l <100 mg/lOil & Grease : <20 mg/l <5 mg/l

Treatment Technology- The Process

The STP Plant has been designed based on fluidized aerobic bed reactor (FAB) Technology.

It is proposed to treat the domestic sewage water in a scientific manner through a properly planned sewage treatment plant. The objective is to stabilize the decomposable organic matters present in sewage so as to get an effluent and sludge having characteristics which are within safe limits, and which can be recycled and re-utilized for various purposes to help in maintaining the ecology of nature and save energy resources. The treatment process for sewage/effluent and the location of the final waste water disposal shall be based on the following considerations:

Use of Treated Sewage.Aesthetics of the area and nearby inhabitation.Wind directionAvailability of suitable land.Initial Cost of the systemRecurring Cost of the system

PROCESS DESCRIPTION: FAB (Fluidized Aerobic Bed Reactor) Process

BIO REACTOR

The Bio Reactor is based on the Fluidized Random Aerobic Reactor which combines the advantage of an Activated Sludge Plant with the Random distribution systems such as Biofilters. With capacities that could be as low as 1/10th of ASP and fractional power consumption, such a reactor is ideal for the efficient removal of BOD and organics from the wastewater.

The tanks are packed with RIGID PP-UV-sterilized Gas Fluted Media with liquid random distribution wherein air diffusers are placed to uniformly release air across the tanks.

BACTERIAL GROWTH

Bacteria grow rapidly in the Bio-Pac unit under properly engineered conditions. They consume organic chemical for their growth and remove them from the wastewater. The bacteria converts’ chemical into

M/s SARA EMINENT 6


biological cells, which under proper growth conditions, form slims. The slims adhere to available surfaces and accumulate into what we call random biological film or fixed film. The high surface area-to-volume ratio of the units allows for accumulation of substantial concentration of bacteria in the relatively small reactor units. Further, the accumulated bacteria which provides high rates of removal or organic chemicals are fixed in the system and do not need to be recycled back to the basin.

In the Bio Reactor system the water is constantly flowing through rigid PVC matrix to which the biological film attached. As the water flows past the biological film, bacteria in the film absorb organic chemicals as well as oxygen, nitrogen, phosphorus, and other trace nutrients required for their growth.

As the bacteria grow on the matrix and as more chemicals are added to the unit, the stationary biological film will continue to build in thickness. As the film becomes thicker the depth of penetration by diffusion of the absorbed material such as oxygen or other nutrients is not sufficient to reach the entire distance through the slime of the plastic media. At some point, the film will become sufficiently thick and portion of the film closest to the plastic media will not receive any food or nutrient, particularly oxygen. The inner layer of the film becomes anaerobic and the organisms lose their ability to adhere to the media surface. The shear forces of the water and / or air bubbles flowing through the matrix will ultimately become great enough to tear this portion of the biological film loose from the media. This process is called sloughing. The solids which slough from the media will flow out of the system with the effluents and are to be removed from the water through clarification in a settling module. The exposed portion of media surface will repeat the process of slime accumulation and sloughing.

In actual operation of the Bio Reactor units, biological film will be in a state of dynamic, continuous growth and sloughing. At any given time, portion of the media are always at some point between forming a new film sloughing.

WORKING PRINCIPAL

The FAB works on the same principle as the submerged fixed film process with only one exception - the media is not fixed and floats around in the aeration tank. The main advantage of this system over the submerged fixed film process is that it prevents choking of the media. This also avoids sludge recirculation. Compared to conventional technologies the FAB is compact, energy efficient and user friendly. It also allows flexibility in design of the reactor tank.

M/s SARA EMINENT 7


EFFLUENT QUALITY

The effluent discharged from the Bio Reactor system will contain sloughed biological solids, but would be relatively free of soluble organic chemicals. The quantity of biological solids in the effluent will depend substantially on the quantity of suspended solids and the concentration of soluble BOD entering the system. It is therefore necessary to provide means of separating the biological mass from the effluent.

TUBE Deck Clarifier for sedimentation and 60 Gross fluted Rigid PVC fill media for the FAB units to treat the wastewater for discharge into the receiving waters and/ or the sanitary sewers as per the local regulations. The media thickness changes with the design parameters/depth of the unit and can vary from 0.25 to 0.40mm thickness.

From Tube deck Clarifier, Supernatant will be stored into CCT (Chlorine Contact Tank) for pathogen killing/Ecoli reduction, Further it is followed by Tertiary Treatment with MGF & ACF for Recycling purpose.

NUTRIENTS

Coagulant & Coagulant aids viz. lime, alum, & poly electrolyte.

FAB-STP COMPRISING FOLLOWING CIVIL & ELECTRO-MECHANICAL UNITS:

a) CIVIL part Collection Sump/ Equalization tank, Flocculation, Aeration tank with FAB Reactor, Chlorine disinfection tank, Sludge holding tank, Treated Effluent tank.

b) Electro-Mechanical Part – Sewage Transfer pumps, MGF (Multi-grade Filter), ACF (Activated Carbon Filter), FAB (Fluidized Aerobic Bed Reactor bio media of PVC/HDPE), Twin Lobe Air Blowers, Dosing pumps, Sludge removal pumps, and Filter Press, Treated effluent supply pumps.

PROPOSED CAPACITY OF STP

The proposed STP capacity is – 60.0 KLD. From the STP, treated effluent has been further reused (pumped) for flushing purpose in the toilets, Landscaping etc. as per the site requirement.

M/s SARA EMINENT 8

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RAIN WATER HARVESTING SCHEME:

The main emphasis given in the planning of the storm water drainage system is on recharging the underground aquifer of the area while having the safe disposal of storm water without flooding the campus. A network of storm water disposal drains will be planned which will finally dispose off into a percolation well for direct injection of collected storm water into the ground water. Bar screens and silt traps have been incorporated before the percolation wells to remove the silt, heavier particles and other objectionable material which can cause the choking of the percolation well. Type of percolation wells etc. will be decided after detailed hydrological and geological survey analysis results are obtained or as per recommendations of the Central Ground Water Board.

DESIGN BASIS FOR STORM WATER DRAINAGE & R.W.H SYSTEM

AREA CALCULATION

The storm water disposal system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards

M/s SARA EMINENT 10


the drains. Storm water from various blocks shall be connected to adjacent drain by a pipe through catch basins. The water table becomes more than 10 m in future, rainwater harvesting can be carried out. Therefore, it has been calculated to provide 2 rainwater harvesting pits at selected locations, which will catch the maximum run-off from the area.

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. Annual rainfall shall be considered for designing the storm water drainage system.

Peak hourly rainfall has been considered as 45 mm/hr. The recharge pit of 4 m length, 2.5 m width and 4 m depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having 300 mm diameter and 2.75 m depth. Water table at this site was found at 25 m depth below theexisting ground surface. The bottom of the recharge structure will be kept 4 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows:

Catchments/roofs would be accessible for regular cleaning.

The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off.

All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first 10-20 minutes of rainfall is flushed off.

No sewage or wastewater would be admitted into the system.

No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system.

Calculations for storm water load

Roof-top area = Ground Coverage = 2168.196 m2 (without EWS)

Green Area = 1472.60 m2

Paved Area = Total Plot Area – (Roof-top Area + Green Area)

= 11232.911– (2168.196 + 1472.60)

M/s SARA EMINENT 11


= 7592.115 m2

Runoff Load

Roof-top Area = 2168.196 × 0.045 × 0.8 = 97.57m3/hr

Green Area = 1472.60 × 0.045 × 0.1 = 6.63 m3/hr

Paved Area = 7592.115 × 0.045 × 0.75 = 256.23 m3/hr

Total Runoff Load = (97.57 + 6.63 + 256.23) m3/hr = 360.43 m3/hr

Taking 15 minutes Retention Time, Total volume of storm water = 360.43 /4 = 90.10 m3

Taking the effective length, width and depth of a Recharge pit 4m, 3.0m and 4.0m respectively, Volume of a single Recharge pit = LxBxH = 4 × 3.0 × 4 = 48 m3

Hence No. of pits required = 90.10 /48 = 1.9 or say 2 Pits.

SOLID WASTE GENERATION & MANAGEMENT:

The philosophy of solid waste management at the project will be to encouraging the four R’s of waste i.e. Reduction, Reuse, Recycling and Recovery (materials & energy). Regular public awareness meetings will be conducted for the proper segregation and storage techniques. The Environmental Management Plan for the solid waste focuses on three major components during the life cycle of the waste management system i.e., collection and transportation, treatment or disposal and closure and post-closure care of treatment/disposal facility.

Various components of solid wastes management for the proposed Project are provided as below:

Three Bin Systems for different waste Category is as follows:

Sl. No. Colour of Bin Type of Waste

1. Dark Grey Non-Recyclable Waste

2. Green Kitchen Food/ Compostable Garden Waste

3. Blue Paper

Storage facilities would also be created and established taking into account quantities of waste generation and number of Occupants, Guest and working Staff.

A part of biodegradable waste if possible would be used for composting.

Recyclable waste would be sold to recyclers and the remaining waste would be taken out by the local body for disposal in designated landfill sites.

M/s SARA EMINENT 12


Hazardous waste as well as E- waste would be handled as per statutory norms.

SOLID WASTE MANAGEMENT(During Construction Phase)

SOLID WASTE MANAGEMENT (During Operation Phase)

S.No. Likely Impact Mitigative Measures1. Total solid waste generation would be

approx. 237.0 kg/day, which constitute as:

Three Bin Systems for different waste CategoryDark Gray Non-Recyclable WasteGreen Kitchen Food/ Compostable

Garden WasteBlue Paper, Card Board etc.

a. Bio-degradable Waste (Recyclable) - 60%

b. Non-bio Degradable Waste - 30%

c. Inert Waste - 10%

The solid waste will be segregated at source & collected & recycled.The inert solid will be transported to a local solid waste dumping site.

2. Periodic STP sludge STP sludge will be used for landscaping 3. Horticultural waste Horticultural waste will be composted & used

for gardening activities.

M/s SARA EMINENT 13


During the operation phase, waste will comprise domestic as well as agricultural waste. The solid

waste generated from the project shall be mainly domestic waste and estimated quantity of the

waste shall be approx. 236.45 kg per day (@ 0.5 kg per capita per day for residents, @ 0.15 kg

per capita per day for the visitor, 0.25 kg per capita per day for the staff members and landscape

wastes @ 15 kg/acre/day). Following arrangements will be made at the site in accordance to

Construction & Demolition Waste Management Rules, 2016.

Table : Calculation of Solid Waste Generation

S. No. Category kg per capita per day Waste generated (kg/day)

1. Residents 432 @ 0.5 kg/day 216.02. Staff 21 @ 0.25 kg/day 5.25

3. Visitors 43 @ 0.15 kg/day 6.45

4. Landscape waste 0.583 acre @ 15 kg/acre/day 8.74

TOTAL SOLID WASTE GENERATED 236.45 kg/day

(Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000))

Collection and Segregation of waste

1. A door to door collection system will be provided for collection of domestic waste in colored bins

from household units.

2. The local vendors will be hired to provide separate colored bins for dry recyclables and Bio-

Degradable waste.

3. Litter bin will also be provided in open areas like parks etc.

Treatment of waste

Bio-Degradable wastes

1. Bio-degradable waste will be subjected to organic waste convertor and the compost will be used

as manure.

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2. STP sludge is proposed to be used for horticultural purposes as manure.

3. Horticultural Waste is proposed to be composted and will be used for gardening purposes.

Recyclable wastes

i. Grass Recycling – The cropped grass will be spread on the green area. It will act as manure

after decomposition.

ii. Recyclable wastes like paper, plastic, metals etc. will be sold off to recyclables.

Disposal

Recyclable and non-recyclable wastes will be disposed through Govt. approved agency. Hence,

the Municipal Solid Waste Management will be conducted as per the guidelines of Municipal

Solid Wastes (Management and Handling) Rules, 2000 and amended Rules, 2008. A Solid waste

management Scheme is depicted in the following figure for the residential project.

Solid Waste

Wet Waste

Recyclable Waste

Non-recyclable

Dark Gray Bin

Sold to Authorized Recycler

Dry Waste

Disposal as per MSW Rules

Composting & Manuring

Blue BinGreen Bin

Bio-degradable waste

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ENERGY CONSERVATION:

Transformers with on-load tap chargers provided for superior voltage regulation.Roof insulation is planned to be with 50 mm expanded polystyrene or equivalent to reduce the air-conditioning load from exposed terraces by 78%.LED based lighting will be done in the common areas, landscape areas, signage, entry gates and boundary walls etc.Variable Frequency Drives (VFD) have been proposed for the Pumps & Blowers. Thus, if the Pump runs at 80% of its full rated speed the power changes to cube of 0.8 i.e. at 51.2% of the load.It is proposed to use Cellular Light Weight Concrete (CLC), which uses fly ash for manufacturing.Building envelop has glazing of low E insulating glass with low solar heat gain coeffcient (SHGC = 0.5) and low U factor of 1.01.Use of capacitors at load centers to improve voltage and power factor to reduce distributional losses. For corridors and staircases direct type of luminaries with wide spread of light distribution would be recommended.All the light fittings proposed would also be with electronic ballasts as against copper ballasts thereby saving energy on lighting consumption by 25%.

GREEN BELT DEVELOPMENT:

An area of about 2358.911 Sq. m (21%) will be developed as a green belt in order to support the ecosystem of the proposed project area. Contribution of plants and trees can be summarized as follows:

The plantation matrix adopted for the green belt development includes pit of 0.3 m × 0.3 m size with a spacing of 2 m x 2 m. In addition, earth filling and manure may also be required for the proper nutritional balance and nourishment of the sapling. It is also recommended that the plantation has to be taken up randomly and the landscaping aspects could be taken into consideration.

Multi-layered plantation comprising of medium height trees (7 m to 10 m) and shrubs (5 m height) are proposed for the green belt. In addition creepers will be planted along the boundary wall to enhance its insulation capacity.

Selection of Plant Species for Green Belt Development

The selection of plant species for the development depends on various factors such as climate, elevation and soil. The plants would exhibit the following desirable characteristics in order to be selected for plantation

1. The species should be fast growing and providing optimum penetrability

2. The species should be wind-firm and deep rooted

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3. The species should form a dense canopy

4. As far as possible, the species should be indigenous and locally available

5. Species tolerance to air pollutants like SO2 and NO2 should be preferred

6. The species should be permeable to help create air turbulence and mixing within the belt

7. There should be no large gaps for the air to spill through

8. Trees with high foliage density, leaves with larger leaf area and hairy on both the surfaces

9. Ability to withstand conditions like inundation and drought

10. Soil improving plants (Nitrogen fixing rapidly decomposable leaf litter)

11. Attractive appearance with good flowering and fruit bearing

12. Bird and insect attracting tree species

13. Sustainable green cover with minimal maintenance.

Parks and Avenue Plantation

• Parks and gardens maintained for recreational and ornamental purposes will not only improve the quality of existing ecology at the project site but also will improve the aesthetic value.

• Avenue Plantation

1. Trees with colonial canopy with attractive flowering

2. Trees with branching at 7 feet and above

3. Trees with medium spreading branches to avoid obstruction to the traffic

4. Fruit trees to be avoided because children may obstruct traffic and general movement of public

Trees that can be used as Barrier for Air Pollution

Botanical Name Common Name

Azadirchta indica Neem

Alstonia scholaris Saptaparni

Cassia fistula Amaltas

Chorisia speciosa Mexican silk cotton



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Grevillea robusta Silver oak

Spathodea campanulata Indian coral tree

Lagerstroemia flos-reginae Arjun

Plumeria alba White champa

Kigelia pinnata Indian sausage tree

Bauhinia varigata Variegated kachnar

Bauhinia blackiana Purple kachnar

Millingtonia hortensis Akash neem

Anthocephalus kadamba Kadamb

Jacaranda mimosaefolia Nili gulmohar

Pterospermum acerifolium Kanak champa

Phllanthus emblica Amla

Eugenia jambolana Kala jamun

Morus alba Mulberry (black)

Morus alba Mulberry (white)

Phoenix dactyphyllum Date palm (Khajoor)


Plumeria alba Champa

Chorisia speciosa


Erythrina blackie Tota

Golden bottle brush

Ficus Reginald

Calliandra red / Haematocephala

Hebiscus le france

Nyctanthus arbotristis Haar singar

Cuphea (purple)

Ophiopogon (v)

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DETAILS OF CONSTRUCTION MATERIALS

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. Reinforcement steel 7. Pipe scaffolding (cup lock system) 8. Bricks 9. CLC fly ash blocks 10. P.V.C. conduit 11. MDS, MCBs 12. PVC overhead water tanks 13. 2 1/2'’ thick red colour paver tiles 14. PPR (ISI marked) 15. PVC waste water lines 16. S.W. sewer line up to main sewer 17. PVC rain water down tank18. Stainless steel sink in kitchen 19. Joinery hardware- ISI marked

Rough estimate of construction materials

CONSTRUCTION MATERIAL REQUIRED FOR PARK BELLES AT DEHRADUN

S. NO. DESCRIPTION QTY UNIT1 Aggregate 11500 CUM.2 Coarse Sand 10450 CUM.3 Fine Sand 2170 CUM.4 Cement 90800 BAGS5 Bricks 2243600 NOS.6 Steel Reinforcement 1415 M.T.7 Solid Wood 60 CUM.8 Wooden Shutters 2300 SQM.9 Marble Stone 11490 SQM.10 Paint 45525 SQM.11 Aluminium 1850 KG.12 Tiles 4325 SQM.

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MATERIALS USED FOR CONSTRUCTION & THEIR U VALUES

Type of Construction U values (in W/m2deg C)WallsBricksPlastered both sides 3.24Solid Uncluttered 2.67Concrete, Ordinary, Dense:-152mm 3.58-203mm 3.18Concrete block:Concrete block, single skin, outside rendered, inside plastered:Roofs FlatReinforced concrete slab, 100mm 3.35Floors:Concrete on ground or hardcore fill 1.13+ Grano, Terrazzo or tile finish 1.13+ Wood block finish 0.85Exposure South Sheltered:Single glazing 3.97

LIST OF MACHINERY USED DURING CONSTRUCTION

(i) Dumper

(ii) Concrete mixer with hopper

(iii) Excavator

(iv) Concrete Batching Plant

(v) Cranes

(vi) Road roller

(vii) Bulldozer

(viii) RMC Plant

(ix) Tower Cranes

(x) Hoist

(xi) Labor Lifts

(xii) Pile Boring Machines

(xiii) Concrete pressure pumps

(xiv) Mobile transit mixer

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PROJECT COST (TOWER A & B, G+9 FLOORS)

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PROJECT COST (TOWER A & B, G + 6 FLOORS)

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FOR ENVIRONMENTAL CLEARANCE OF GROUP HOUSING...

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