m/s phoolchand infrastructure pvt ltd...

Form-1, Form -1A & Conceptual Plan, for Environmental Clearance of the

Proposed Group Housing Project “Green View Blossom” at Khasra No.- 517, 518 & 384 Dhoran Khas,

Pargana Parwadoon, District Dehradun, Uttrakhand

Submitted By

CONSULTANT

M/s Phoolchand Infrastructure Pvt Ltd

Proposed Housing Project

Ascenso Enviro Pvt. Ltd. A QCI Accredited Environmental Consulting Organization

TABLE OF CONTENTS Description.............................................................................................Page No.

FORM–I .............................................................................................................................. 1-20

FORM- IA........................................................................................................................... 1-84

1. Land Environment ...............................................................................................................1

2. Water Environment ............................................................................................................14

3. Vegetation ..........................................................................................................................30

4. Fauna ..................................................................................................................................37

5. Air Environment ................................................................................................................38

6. Aesthetics ...........................................................................................................................46

7. Socio-economic Aspects ....................................................................................................47

8. Building Materials .............................................................................................................49

9. Energy Conservation ..........................................................................................................56

10. Environmental Management Plan ......................................................................................67

CONCEPTUAL PLAN ...................................................................................................... 1-30

1. Introduction ..........................................................................................................................1

2. Site Surrounding & Connectivity.........................................................................................2

3. Project Location and Description .........................................................................................6

4. Population Detail .................................................................................................................9

5. Detail of Building Blocks……………………………………………………………....... 9

6. Road and Parking Detail ....................................................................................................10 7. Landscape Development ....................................................................................................12 8. Water Requirement, Supply and Distribution ....................................................................19

8.1 Water requirement during Construction phase.....................................................…. 19

8.2Water requirement during operation phase ........................................................................ 19

8.3Wastewater Generation.................................................................................................21

9. Storm Water Drainage .......................................................................................................24 10. Rainwater Harvesting .........................................................................................................25

11. Power Requirement ............................................................................................................26 12. Solid Waste Generation and Management .........................................................................28 13. Fire Fighting System ..........................................................................................................29

14. Detail of Construction Material .........................................................................................30

LIST OF TABLES

Form-IA

Table-1: Waste Composition-During Construction Phase………………………….…...……… 12

Table-2: Types of hazardous waste to be generated during construction................................... 12

Table-3: Detail of Water Requirement ……………................................................................ 16

Table-4: Use of Recycled Water ....................................................................................................19

Table-5: Details of Wastewater Generation ..................................................................................20

Table-6: Characteristic of untreated and treated sewage ...............................................................21

Table-7: Runoff Calculation of the Area……………………………………………………... 21

Table-8: Numbers of Pits Calculation............................................................................................22

Table-9: Calculation of Green Area and No. of Trees Proposed……………………………… 31

Table-10: Suggested Species to be used for Greenbelt Development ......................................... 32

Table-11: EMP for Dust Suppression……………………………………...........................…… 39

Table-12: Existing Social Infrastructure around the project site ………………………………. 48

Table-13: Embodied Energy Content of the Material………….......................……………… 50

Table-14: Classification of Solid Wastes and other Wastes …………...…………….……..…. 53

Table-15: Indoor air contaminants, Source and Health Effects……………………………………..62

Table-16: Thermal Characteristic of Building……………………………………..…………… 64

Table-17: Environmental Management Plan – Construction ,…………………………..……… 68

Table-18: Environmental Monitoring Schedule for Compliance ……………………………… 78

Table 19: Proposed Monitoring Program for Construction Phase of the Project ……………… 81

Table-20: Proposed Monitoring Program for Operational Phase of the Project ……………… 82

Table-21: Environmental Documentation for Operational Phase of the Project …………….… 83

Table-22: Environmental Management Cost ……….………………………………………...... 84

Conceptual Plan

Table-1: Site Surroundings and Connectivity Details ....................................................................2

Table-2: Coordinates of the Project Boundary ...............................................................................7

Table-3: Area details of the proposed project site ...........................................................................8

Table-4: Calculation of Population .................................................................................................9

Table-5 Details of Building Blocks .......................................................................................... 9

Table-6 Details of Parking ......................................................................................................... 11

Table-7 Calculation of Green Area ...............................................................................................12

Table-8: Suggested Species to be used for Greenbelt Development ............................................13

Table-9: Details of Water Requirement ........................................................................................20

Table-10: Calculation of Wastewater Generation .........................................................................21

Table-11: Recycled Water Uses … ................................................................................................24

Table-12: Run off Calculation of the Area..............................................................…................ 26

Table-13: Numbers of Pits Calculation ..........................................................................................26

Table-14: Proposed Solid Waste Generation Rate........................................................................ 28

LIST OF FIGURE

Form-IA

Figure-1: Site Photographs……….………………………………………………….................2

Figure-2: Location Map showing the project site ………………………………….…..............3

Figure-3: Google Map showing surrounding areas of the project site within 500 m…..............4

Figure-4: Map showing the Seismic Zone classification of Uttrakhand…..................................8

Figure-5: Drainage Map of Area within 10 km radius of the Project Site...................................9

Figure-6: Solid Waste Management during Construction Phase................................................13

Figure-7: Water Balance Diagram for Non-Monsoon Season...................................................17

Figure-8: Water Balance Diagram for Monsoon Season............................................................18

Figure-9: Hydrological Map of Dehradun…..........................................…................................24

Figure-10: Depth to Water level (Pre Monsoon)........................................................................25

Figure-11: Depth to Water level (Post Monsoon).......................................................................26

Figure-12: Schematic Diagram of Proposed FAB STP..............................................................29

Figure-13: Solid Waste Management during Operation Phase...........................................……54

Figure-14: Energy Conservation, Monitoring & Management System ……………………… 57

Conceptual Plan

Figure-1: Google Map of 500m radius showing surroundings of the area...................………….4

Figure-2: Topographical Map of 10km radius showing surrounding area................……………5

Figure-3: Location plan of the proposed Project Site……………………..........…….………….6

Figure-4: Water Balance Diagram for Non-Monsoon Season…………………….....................22

Figure-5: Water Balance Diagram for Monsoon Season............................................………… 23

Figure-6: Solid Waste Management Plan..………….…….…….......................……………… 29

LIST OF ANNEXURE

Annexure I Sale Deed Documents

Annexure-II Khatauni

Annexure-III Site Plan

Annexure-IV (A) Floor Plan of Block A

(B) Floor Plan of Block B

( C) Floor Plan of Block C

Annexure-V Basement Plan

Annexure-VI Basement Traffic Circulation Plan

Annexure-VII Plumbing Plan

Annexure-VIII Plumbing Plan of Block A

Annexure-IX Plumbing Plan of Lower Basement

Annexure-X (A) Firefighting Plan of Block A

(B) Firefighting Plan of Block B

(C) Firefighting Plan of Block C

Annexure-XI Geotechnical Report

Group Housing Project “Green View Blossom” at Khasra No.- 517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand

Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 19

APPENDIX -I

(See Paragraph – 6)

FORM-1

(I) Basic Information

Sl. No. Item Details

1. Name of the project Group Housing Project “Green View Blossom” at

Khasra No.- 517, 518 & 384 Dhoran Khas,

Pargana Parwadoon, District Dehradun,

Uttrakhand

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

3. Proposed capacity/area/length/tonnage to

be handled/command area/lease area/

number of wells to be drilled.

Total Plot Area : 8, 820 m2, Road Widening Area : 253.40 m2 Net Plot Area : 8,566.60 m2 Total Built up Area- 32,750 m2

4. New/Expansion/Modernization New Project

5.

Existing Capacity/Area etc.

Not Applicable

Note: Earlier the M/s Phoolchand Infrastructure

Pvt Ltd had develop the Residential Building

“Green View Blossom” on the same plot area

measuring land area 8,820 m2 & the Net Plot area

is 8,566.60 m2 as the 253.40 m2 area is left for

road widening and built up area of two block is

less than 20,000 sq.m.

But as per the management decision, there is

some modification in the design of building and

now it is decided to construct one more block and

hence the built-up area has been changed to

32,750 sq.m.

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

7. Does it Attract the general condition? If

yes, please specify. No

8. Does it attract the specific condition? If No



yes, please specify.

9. Location

517, 518 & 384

Dhoran Khas Haridwar, Pargana Parwadoon

Dehradun

Uttrakhand

Plot/Survery/Khasra No

Village

Tehsil

District

State

10. Nearest railway station/airport along with

distance in kms.

Nearest railway station is Dehradun Railway Station at an aerial distance of approx. 5.66 km towards SW and Harrawala Railway Station is approx. 9.79 km towards South. Nearest Airport is Jolly Grant Airport at an aerial distance of approx. 20.19 km towards SSE.

11. Nearest Town, City, District Headquarters

along with distance in kms.

Danda Nooriwala: 600.41 m towards NE Aman Vihar: 562.64 m, towards North District Headquarter: Dehradun

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

Mussoorie Dehradun Development Authority Transport Nagar, Saharanpur road, Near ISBT, Dehradun, Uttarakhand 248001

13. Name of the applicant M/s Phoolchand Infrastructure Pvt Ltd

14. Registered Address Sector-5, Plot No.-661, Ground Floor, Vaishali,

Ghaziabad

15. Address for correspondence:

Mr. Rishabh

Director

Sector-5, Plot No.-661, Ground Floor, Vaishali, Ghaziabad

[email protected]

0120-4150373

Name

Designation(Owner/Partner/CEO)

Address

Pin Code

E-Mail

Telephone No.

Fax No.

16. Details of Alternative Sites Examined, if any, Location of these sites should be

The land is allotted for the Residential purpose and it will be developed as per the building



shown on a topo sheet. Byelaws of Uttrakhand. So, there is no requirement to examine the alternative site. The copy of sale deed is attached as Annexure- I. The copy of Khatauni is attached as Annexure-II.

17. Interlinked Projects Not Applicable

18. Whether separate application of

interlinked project has been submitted?

Not Applicable

19. If yes, date of submission Not Applicable

20. If no, reason Not Applicable

21. Whether the proposal involves approval/clearance under: If yes, detail of the same and their status to be given (a) The Forests (Conservation) Act, 1980? (b) The Wild Life (Protection) Act, 1972? (c) (d) The C.R.Z. Notification, 1990?

No, since no land protected under The Forests (Conservation) Act, 1980 is involved in the project. No wild life is found in 15 Km radius from the project site. So, The Wild Life (Protection) Act, 1972 is not applicable. The C.R.Z. Notification, 1990 is not applicable as no coastal zone is coming within 10 km of the project site.

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

Not Applicable

23. Forests Land Involved (Hectares) No Forest Land is involved and no tree cutting is being done during the construction phase and same will be followed during operational phase of the project.

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

No litigation is pending against the project and/or

land in which the project is proposed.

Not Applicable.

(II) Activity



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

which will cause physical changes in the locality (topography, land use, changes in water

bodies, etc.)

S. No. Information/Checklist

confirmation

Yes/

No

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

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

No The selected site falls under land use as per the Building Bye laws of Uttrakhand and will be developed as per the same. The land is being used for the development of Residential purpose. The land cover of project site is a fallow land and depicts plain topography (relative relief is less than 5m) the construction activities of the project areas per the Building Bye laws of Uttrakhand and will help in increasing the aesthetic beauty. During the construction phase, land cover of the project site has been altered to some extent, which is temporarily in nature.

1.2 Clearance of existing land, vegetation and building? No

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

1.3 Creation of new land uses? No

The land has been designated for the development of Residential Building as per Building Bye laws of Uttrakhand and will be developed as the same. Therefore, there will be no change in land use. There will be no creation of new land uses.

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

No Geo-Technical investigation has been done and attached as Annexure-XI.

1.5 Construction Work? Yes The proposed project will be the construction of the residential complex having the built up area of 32,750 m2. Construction work will be done as per Building Bye Laws of Uttrakhand.

1.6 Demolition works? No Not Required



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

Yes Site office will be provided for the Construction Management team during construction phase. Mostly, local labor will be employed. However, temporary labor sheds (if required) will be provided for the construction phase as per prevailing norms. All the construction activities including storage of raw materials will be confined to the project site only.

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

Yes Excavation will be carried out for foundation of buildings and basements. The total excavated quantity of earth material will be 20,553.3 m3. During the construction phase, excavated earth from foundation of the project will be reused for backfilling purposes. The excavated soil will be properly stacked within the site under tarpaulin cover. The top-soil will be preserved separately to be used for landscaping purposes only.

1.9 Underground works including mining or tunnelling?

No As this is the residential complex project, no mining or tunnelling would be required

1.10 Reclamation works? No No reclamation work required.

1.11 Dredging? No No dredging required.

1.12 Offshore structures? No No offshore structures required.

1.13 Production and manufacturing processes?

No As it is a Residential complex Project, so these activities are not associated with the project.

1.14 Facilities for storage of goods or materials?

Yes During construction stage, the following raw material handling methods will be adopted:

• Cement will be separately stored under cover in bales

• Sand & aggregates will be stacked neatly under tarpaulin cover

• Bricks and steel will be laid in open

• Finishing materials like tiles,



sanitary fixtures, etc shall be stored in closed rooms.

Material storage yard will be developed or constructed for storage of construction materials.

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

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

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

1. Soil, Sand and Gravel 2. Brick and Masonry 3. Concrete 4. Metal 5. Bitumen 6. Wood

7. Other (Glass, Plastic material, paper etc.) Reuse: The construction waste will be used in back filling, road making and pavement. Metals, tin cans, glass will be sold to local recyclers/kabadiwalas. ii) Solid Waste generated during operational phase: Total quantity of the municipal solid waste during the operational phase will be around 624.12 kg/day. Sludge generation will be 74.37 kg/day. The municipal solid waste will comprise of biodegradable fraction, non-biodegradable fraction and inert fraction. Disposal: The biodegradable waste will be collected in green coloured bins/containers and will be segregated in collection chamber and will be disposed to MSW site. Non bio degradable waste will be collected into blue bins/containers



and will be segregated in collection chambers and sold to kabadiwala or govt. approved agency or recycling industry. Inert waste will be separately collected and stored in black containers and will be handed over to municipal authority. Sludge will be used for horticulture purposes. Segregation, Collection at site and disposal will be done as per Solid Wastes Management Rules, 2016. 2.)Details regarding the Disposal and treatment of Liquid Effluent: i) During the construction phase, approx. 2.4 KLD sewage will be generated and it will be disposed through septic tanks and soak pits ii) During the operational phase, sewage generated will be 102 kld and it will be treated in the STP installed of 123 KLD capacity of FAB technology. The treated water will be recycled and reused for flushing, horticulture and DG cooling purposes and the remaining excess water will be discharged in to the sewer.

1.16 Facilities for long term housing of operational workers? No

There will be no facility for long term housing for operational workers.

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

No

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

1.18 New road, rail, air waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc.? No

Existing transportation routes will be used for transportation: Transportation sources exiting near the project site:- Nearest railway station is Dehradun Railway Station at an aerial distance of 5.66 km towards toward SW.



Nearest Airport is Jolly grant Airport at an aerial distance of 20.19 Km towards SSE. SH-55, SH-49 Sahastradhara Road, is nearby to the project site.

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

No The project shall not affect the existing traffic status during the construction and operational phase.

1.20 New or diverted transmission lines or pipelines?

No Not Applicable

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

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

1.22 Stream crossings? No No stream is crossing in the project site.

1.23 Abstraction or transfers of water from ground or surface waters?

Yes No ground water is being abstracted for any purpose during the construction phase water supply is being met through private water tankers and Water requirement during the operational phase will be met through Municipal supply.

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

No Song River is approx. 710.5 m towards North and Sahastradhara is approx. 6.57 km towards NE.

The sewage generated will be treated in the onsite STP and the treated water will be used for flushing, DG cooling and landscaping. Hence, it is expected that drainage or run off will not be affected and change in water body or the land surface will not occur.

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

Yes There is transport of construction materials. Precautions will be taken to reduce the impact of the vehicular movement by trying to avoid the vehicular trips during peak hours.

1.26 Long-term dismantling or decommissioning or restoration

No Not Applicable



works?

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

No Not Applicable

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

Yes Construction phase: Local workers from nearby area will be hired in the construction phase. (Temporarily). Operation Phase: Persons in Residential Complex (Permanently). Visitors will be on the temporary basis.

1.29 Introduction of alien species? No Native/Local species will be planted.

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 / agricultural

No The land will be developed as per the Building Byelaws of Uttrakhand. The copy of allotment letter is attached as Annexure-I. Note: Earlier the M/s Phoolchand Infrastructure Pvt Ltd had develop the Residential Building “Green View Blossom” on the same plot area measuring land area 8,820 m2 & the Net Plot area is 8,566.60 m2 as the 253.40 m2 area is left for road widening and built up area of two block is less than 20,000 m2. But as per the management decision, there is some modification in the design



of building and now it is decided to construct one more block and hence the built-up area has been changed to 32,750 m2.

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

Yes Total water requirement of the proposed project will be approximately 134 KLD. Fresh Water Supply: 79 KLD Flushing: 40 KLD Horticulture: 3 KLD Fire Water Tank: 1 KLD Swimming Pool: 6 KLD DG cooling: 6 KLD Source of water would be municipal water supply.

2.3. Minerals (MT) No Not Applicable

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

Yes List of building materials being used at site:

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

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

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

facade with ACP 22. Joinery hardware

. 2.5. Forests and timber (source – MT) Yes Minimum wood will be used in the

project, mainly would be used for doors



in the group housing. Aluminium frames will be used at most of the places.

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

Yes 1. Electricity Source:

Power consumption during the operational phase will be 800 KW or 1,000 KVA

2. Backup power source:

In case of power failure, 2 DG sets of total capacity of 1,005 KVA (1 x 625 + 1 x 380) will be provided as power back-up for the essential load.

DG sets will be installed with suitable stack height as per CPCB guidelines and will be enclosed by acoustic enclosure.

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

No Not Applicable

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

S.No. Information/Checklist Confirmation Yes/No

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

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

No There will be no use of the substances or material which are hazardous, as per Manufacture Storage and Import of Hazardous Chemicals Rules, 1989 and its amendments 2008.

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

No The solid waste generated both during construction and operation shall be properly managed and disposed off. The sewage generated from the project will be treated in a STP. The cleanliness of the project shall be maintained. Hence, it is expected that there shall be reduction in vectors as well as vector borne diseases.

3.3 Affect the welfare of people e.g. by Yes Due to the proposed project Socio-



changing living conditions? Economic condition of the area will improve. The project shall not have any adverse effect on the living condition of the people.

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

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

3.5 Any other causes No Not Applicable 4. Production of solid wastes during construction or operation or operation or decommissioning (MT/month)

S. No. Information/Checklist confirmation Yes/

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

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

4.2 Municipal wastes (domestic and or commercial wastes)

Yes Total municipal waste generated from the project will be 1,053 kg/day.

4.3 Hazardous wastes (as per Hazardous Waste Management Rules)

Yes Used oil from the DG Sets as per the Category 5.1, of Schedule-1 of the Hazardous And Other Wastes, (Management & Transboundary Movement) Rules, 2016. Suitable management practice will be adopted for the same. It will be stored in HDPE drums and kept in covered rooms, under lock and key and will be sold to SPCB authorized vendor’s only. Specialized care will be taken to prevent leaks and/or spills.

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

effluent treatment Yes The sludge (on wet basis) generated from

STP is 74.37 kg/day and it will be dried and used for horticulture purposes.

4.7 Construction or demolition wastes Yes Details of Construction waste is given below: 1. Soil, Sand and Gravel 2.Brick and Masonry 3. Concrete 4. Metal



5. Bitumen 6.Wood 7. Other (Glass, Plastic material, paper etc.)

4.8 Redundant machinery or equipment No Not Applicable

4.9 Contaminated soils or other materials No Not Applicable

4.10 Agricultural wastes No Negligible waste will be generated from landscape, which will be the bio-degradable waste.

4.11 Other solid wastes No Not Applicable

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

S. No.

Information/Checklist confirmation Yes/No


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

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

5.2 Emissions from production processes No Not Applicable

5.3 Emissions from materials handling including storage or transport

Yes Fugitive emissions are envisaged only from material handling and transporting areas, loading/unloading the construction material, transportation and earthwork (levelling etc.) during the construction period. Regular sprinkling of water in the construction area will be proposed.

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

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



boundary are not likely to have any adverse impact with respect to ambient air quality.

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

Yes Dust will be generated during the construction phase, water sprinkling and tarpaulin is being provided over stored raw material to reduce dust emission.

5.6 Emissions from incineration of waste No Not Applicable

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

No Burning of waste will not be done and the waste generated shall be managed as per the Solid Waste Management Rules 2016. Construction debris will be used in internal road construction. .

5.8 Emissions from any other sources No Not Applicable

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

S. No Information/Checklist confirmation Yes/

No


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

Yes During construction the machinery used for construction will be of highest standard of reputed make and will adhere to international standard. These standards itself take care of noise pollution control/ vibration control and air emission control. Hence insignificant impacts due to construction machinery are envisaged. Apart for this the construction activities will be restricted to day time only. Moderate noise will be generated from Construction Machineries such as Concrete mixer with hopper, JCB/Pockline, Road roller. To avoid this, ear muffs will be provided to the construction worker Source of noise in the operational phase will be DG sets only. The DG sets will be operational during power failure only.

6.2 From industrial or similar processes No Not Applicable

6.3 From construction or demolition Yes Moderate noise during construction



6.4 From blasting or piling No No blasting or mechanized piling will be used in the construction phase.

6.5 From construction or operational traffic

Yes Noise generated due to traffic movement will be further minimized by plantation on the sides of internal roads, on the open spaces inside the and around the periphery. Proper maintenance of the internal roads will be carried out and Informatory signboards shall be provided to encourage vehicle owners to maintain their vehicle, not to blow horns.

6.6 From lighting or cooling systems No Not Applicable

6.7 From Any other sources No Not Applicable

7. Risks of contamination of land or water from releases of pollutants into the ground or into sewers, surface waters, groundwater, coastal waters or the sea:

S. No. Information/Checklist confirmation

Yes/No

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

7.1 From handling, storage, 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 And Other Wastes (Management and Trans-boundary Movement) Rules, 2016.

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

Yes Treated sewage from STP will be reused for flushing; landscaping and excess treated water will be discharged into sewer after complying with the standards prescribed by CPCB with permission from authority.

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

No Not Applicable

7.4 From any other sources No Not Applicable



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

No There is no such risk.

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

S.N o. Information/Checklist confirmation

Yes/No


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

No This is basically a construction project and does not involve major hazardous construction activity. Hence, chances of explosions, spillages, fires are minimal. During construction, all the labourers will be provided with suitable protective equipment (PPE) as required under the health and safety norms. Training and awareness about the safety norms will be provided to all supervisors and labourers involved in construction activity. An agreement will be signed with the contractor, which will clearly deal with the safety aspects during construction. No major hazardous waste shall be stored within the project site. No chemical industry or process activity is involved in this project, hence no chemical hazard and accidents due to the envisaged. Safety measures for the potential sources of Fire hazards, like diesel storage for DG sets etc. will be taken into consideration from safety point.

8.2 From any other causes No Not Applicable. 8.3 Could the project be affected by

natural disasters causing environmental damage (e.g. floods,

No The project falls under seismic active Zone IV indicating High damage risk zone. The buildings will be designed



earthquakes, landslides, cloudburst etc)?

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. Information/Checklist confirmation

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

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

Yes

Yes No No Yes

Appropriate infrastructure like roads, power supply, waste management and waste water treatment will be developed within the project site. Development of the area will be as per the Building Byelaws of Uttrakhand. There will be a cumulative positive impact on the environment in terms of better infrastructure. Group Housing Not Applicable Not Applicable Not Applicable

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

No Not Applicable

9.3 Set a precedent for later development No Infrastructure development of area. Socio Economic condition will improve.

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

No As it is planned inconformity of Uttrakhand, hence no adverse impacts are envisaged.

(III) Environment Sensitivity

S. No. Area Name/ Identity

Aerial distance (within 15km) Proposed project location boundary



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

Forest: Raja Ji National

Park

Ranipur Reserve Forest

Ganges Reserve

Forest

Approx. 2 km,N Approx. 2.3 km,N Approx.6 km,NE

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

Forest:

Raipur RF Bandal RF Rajpur RF Chamasari RF Galjwari RF

Water Bodies: Song River Sahastradhara river

3.21 km towards East 6.57 km towards East 5.10 km towards North 7.03 km towards NE 7.24 km towards NW 710.5 m towards North 6.57 km towards NE

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


3.21 km towards East 6.57 km towards East 5.10 km towards North 7.03 km towards NE 7.24 km towards NW

4. Inland, coastal, marine or underground waters

Inland: Song River Sahastradhara river

710.5 m towards North

6.57 km towards NE

5. State, National boundaries None No state, National

Boundary is coming within 15 km.

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

SH-55 SH-49

2.36 Km towards North 7.23 Km towards South

7. Defence installations No There are no defence installations near the project site.

8. Densely populated or built-up area Danda Approx. 600.41 m, towards



Nooriwala NE. 9. Areas occupied by sensitive man-

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

List of Schools: Blind’s School Touch wood School List of Hospitals: RG Stone urology & Laparoscopy Hospital Ayurmax Hospital

List of Temples: Bala Sundari

Mandir

Shiv Mandir

614.35 m, towards W

319.64 m, towards NE

3.22 Km, towards SW

6.55 Km, towards SW 1.0 km towards NW

1.22 km towards West

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

Song River Sahastradhara river

710.5 m towards North 6.57 km towards NE

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

None There are no areas already 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 Area is susceptible to Earthquake. Project area falls in Zone-IV as High Damage Risk Zone.

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



APPENDIX II

(See paragraph 6)

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

CHECK LIST OF ENVIRONMENTAL IMPACTS

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

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

management plan & monitoring program)

1. LAND ENVIRONMENT

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

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

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

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

the competent authority are submitted). Attach map of (i) Site location, (ii) Surrounding

features of the proposed site (within 500 meters), (iii) The site (indicating levels & contours)

to appropriate scales. If not available attach only conceptual plans

Landuse Pattern: The proposed project site is marked under “Residential” purpose developed

as per the building Byelaws of Uttrakhand. Hence no land change is envisaged. The land use is

not expected to get altered due to construction of proposed project.

Earlier the M/s Phoolchand Infrastructure Pvt Ltd had develop the Residential Building “Green

View Blossom” on the same plot area measuring land area 8,820 m2 & the Net Plot area is

8,566.60 m2 as the 253.40 m2 area is left for road widening and built up area of two block is less

than 20,000 sq.m. As per EIA Notification 2006, if project having built up area less than 20,000

sq.m. it’s not come under the applicability of Environmental Clearance. In impression of above,

proponent had started construction at site. But as per the management decision, there is some

modification in the design of building and now it is decided to construct one more block and



hence the built-up area has been changed to 32,750 sq.m. Therefore, M/s Phoolchand

Infrastructure Pvt Ltd now applying for the environmental clearance but construction work is not

going on at project site. Site photographs are shown below in Figure-1:-

Figure-1 : Site Photographs

Site Location: M/s Phoolchand Infrastructure Pvt Ltd has proposed to Developed Group

Housing Project “Green View Blossom at Khasra No.-517, 518 & 384 Dhoran Khas, Pargana

Parwadoon, District Dehradun, Uttrakhand.

Geographically, the proposed project site is located at:

Latitude : 30°21'1.39"N

Longitude : 78° 4'34.63"E

The location map showing the project site is given in Figure-2.



Figure-2: Location Plan of the Proposed Project site



Surrounding Features: The surrounding area of the project site possesses Residential land use

pattern. Since, the surrounding area will developed as per the building Byelaws of Uttrakhand.

The development in the project site will be consistent with the surroundings.

A Google Map showing surrounding area of project within 500 m is shown in Figure-3.

Figure-3: Google map of 500m radius showing surroundings of the area

1.2 List out all the major project requirements in terms of the Land area, Built up area, Water

consumption, Power requirement, Connectivity, Community facilities, Parking needs etc.

M/s Phoolchand Infrastructure Pvt Ltd has proposed to Developed Group Housing Project

“Green View Blossom at Khasra No.-517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District

Dehradun, Uttrakhand.



Land Area: The proposed Project is being developed on the total plot area of 8,820 m2 & the

Net Plot area is 8,566.60 m2 as the 253.40 m2 area is left for road widening.

Built up Area: The built up area of the proposed project 32,750 m2.

Water Consumption: During the construction phase, water requirement will be met through the

private water tanker. It is estimated that water demand during the construction phase may vary

from 20-24 KLD.

Water requirement during the operational phase will be met through Municipal supply. The total

water requirement for the proposed project has been estimated to be 134 KLD. This includes

domestic water requirement, flushing, landscaping, swimming pool, DG Cooling and for

firefighting tank. The total fresh water requirement is 79 KLD which includes Domestic water

requirement. The water requirement for Flushing and landscaping will be met through treated

water from STP.

Power Requirement: The total electrical load demand has been estimated to be 800 KW or

1000 KVA.

Connectivity: Nearest railway station is Dehradun Railway Station at an aerial distance of 5.66

km towards South West.

Nearest Airport is Jolly grant Airport at an aerial distance of 20.19 km towards SSE.

SH-55 at an aerial distance of approx. 2.36 km, towards North.

SH-49 at an aerial distance of approx. 7.23 km towards South.

Community Facilities:The project site is surrounded by many schools and hospitals such as:

Schools:



Blind’s School is at an aerial distance of approx. 614.35 m, W.

Touch wood School is at an aerial distance of approx. 319.64 m towards NE.

ONGC Academy is at an aerial distance of approx. 5.42 km towards West.

Forest Research Institute is at an aerial distance of approx. 7.52 km towards WSW.

Survey of India is at an aerial distance of approx. 3.63 km towards SSW.

Hospitals:

RG Stone urology & Laparoscopy Hospital is at an aerial distance of approx. 3.22 Km towards

SW.

Ayurmax Hospital is at an aerial distance of approx. 6.55 Km towards SW.

Parking Requirements: 292 E.C.S is provided in the two Basement, Side setback and Bay.

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

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

and disturbance to the local ecology).

The proposed development shall be carried out as per Building Byelaws of Uttrakhand and as per

planned land use, hence no negative impact is envisaged due to proposed development. Further,

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

employment opportunities for a large section of society. The employment will have positive

impact hereby improving the quality of life.

The main areas of concern which will pose a significant impact are Sewerage discharge.

Mitigation options that are proposed are mentioned below:

A Sewage Treatment Plant (STP) of capacity 123 KLD is proposed and the treated water will

be reused for landscaping and flushing purposes.

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

area will be developed as per the building Byelaws of Uttrakhand.



The project site was a vacant land with scanty vegetation mainly herbs and shrubs and

possessed no existing structure when the construction began. Hence, no clearance of

vegetation, no felling of trees and structure was required. The green area has been planned to

develop over 10.07 % of net plot area to provide beautiful and natural environment. The

green are will be developed as shelter belt, along with avenue plantation on both sides of

road, lawns area including herbs and shrubs. The indigenous/local plants will be planted,

which will increase the aesthetic value of the area. Hence, there will be no disturbance to the

local ecology of the area.

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

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

may be given).

No, there would not be such impacts associated with the project. The project site and the

surrounding areas are plain with almost negligible level variation inside the site.

Seismicity:

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

‘Modified Mercalli Scale’ (MMS). This project site lies in Seismic Zone IV. This zone is

called High Damage Risk Zone.



Source: Maps of India

Figure-4: Map showing the Seismic Zone classification of Uttrakhand

Geo-Technical investigation has been done and attached as Annexure-XI.

PROJECT SITE



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).

No, as the project site is almost plain land. The topography of the site is not expected to change

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

run-off characteristics. Drainage Map of the proposed project site is given in Figure-5 below:

Figure-5: Drainage Map of Area within 10 km radiusof the Project Site

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

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

materials from outside the site etc.)



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

establishing the pillar. Depth of excavation will be 20,553.3 cubic meters. This excavated soil

will be properly stacked within the site under tarpaulin cover. The filling works will be done by

the excavated material and no extra material will be used. All the topsoil excavated during

construction activities is being stored for use in horticulture/landscape development within the

project site

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

Water Supply:

Water Supply:

Water required during the construction period will be supplied through private water tanker. It is

estimated that water demand during the construction phase may vary from 20-24 KLD.

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

and domestic purposes of the construction workers.

Waste Generation/Handling:

Sewage: Sewage generated from the labor camps is being disposed off through Soak pit or septic

tank during the construction phase.

Construction waste: No demolition waste has been generated as the site was a vacant plot when

the excavation began. The solid waste generated during the construction phase like metal cutting.

Debris, plastic material and wooden log etc. is being collected and stored in a separate covered

area so as to prevent damage to property and personnel working at the project site. Further, most

of the construction debris is being used for filling activities and the rest is being disposed off

through authorized recyclers.

The excavated soil will be used on site for the development of green belt and leveling of the plot.

The waste generated during the construction activities is limited to project site only and during

construction phase only. These will be reused for backfilling and road development after manual

segregation. This waste shall be utilized for construction of roads.



Major types of construction wastes are expected from the proposed Project: -

Clean Fills:

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

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

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

Recovered Materials

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

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

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

rock, lumber, glass and electrical wire.

Regulated construction and demolition waste

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

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

will be disposed off at a permitted landfill or transfer station.

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

Conclusively, it can be stated that impacts may be confined to small area (mainly to project site)

and for short duration. Construction waste will be reused; disposal of non-reusable waste will be

done through authorized vendors/recyclables.

Solid Waste during Construction Phase

Table-1 gives an estimate of the average composition of waste generated from the onsite

construction activities whereas Table-2 lists of the various hazardous wastes expected to be

generated from the project during construction.



Table-1: Waste Composition - During Construction Phase

S. No. Constituents Percentage Composition

1 Soil, Sand and Gravel 34.99

2 Brick and Masonry 29.95

3 Concrete 24.98

4 Metal 4.97

5 Bitumen 2.04

6 Wood 2.04

7 Other 1.02

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

Table-2: Types of hazardous waste to be generated during construction

S. No. Hazardous Waste

Construction phase

1. Used Oil from DG Sets

2. Centering Oil, formwork oil

3. E-waste- Circuit boards, CRTs, Electronic parts, solder dross, weld waste

4. Paints, pigments, dyes and primers

5. Fuels and heating oils and other volatile/ flammable liquids such as coolants, grease

etc.

6. Tar and tar products

7. Lead containing products

8. Product packaging (cement bags, cartons, containers, plastic covers etc.

9. Fluorescent lamps intact and crushed, halogen lamps, arc lamps, UV lamps, high

pressure sodium lamps, neon lamps, incandescent lamps.

10.

Mercury containing lamps and tubes, mercury vapor lamps, Mercury containing

devices- mercury switches, relays, regulators, thermostats, manometers and debris

containing mercury.



Solid Waste

Construction Waste Food Waste

Construction waste,

Broken Bricks, Waste Plaster

Empty Cement

Bags

Used in re-filling, raising site level

Sold to agency for

recycling/used for road

construction

Excavated Soil

Top soil conserved for landscaping,

balance used in re-filling

As per MSW Rules, 2000

Hazardous waste

As per Hazardous waste management

and Handling Rules, 2008

Figure-6: Solid Waste Management during Construction Phase

1.8 Will the low lying areas & wetlands get altered?

There are no low lying areas and wetlands in the project vicinity which are found to be altered.

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

quantities of various types of wastes generated during construction including the

construction labour and the means of disposal).

• No significant health hazard is associated with the proposed construction.

• During construction period, source of fugitive dust generation will be material handling.

Impact due to fugitive dust emission is negligible as water sprinklers will be used to



suppress the dust emission as and when generate. However, the impacts will be confined

to laborers/workers particularly with regard to occupational exposure. Proper Personal

Protective Equipments will be provided to the workers working in the potential areas.

• Careful design, planning and good site management has minimized waste of materials

such as concrete, mortars and cement grouts. Construction wastes are being segregated as

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

masonry as filling material and steel pieces as saleable scrap. Litter disposal and

collection points have been established around the work sites. Empty packaging

materials, drums, glass, tin, paper, plastic, pet bottles, wood, and other packaging

materials, etc are being disposed through recyclers. The construction spoils are being

temporarily stored at designated dumpsite located inside the site premises. Later on these

wastes will be used for land filling / leveling work within the site premises. An estimate

of the average composition of waste generated from the onsite construction activities

given in Table-1.

The mitigation plans include maximizing the reuse of recyclable wastes, safe disposal of non-

reusable wastes from the site and proper disposal of hazardous waste (if generated) to reduce the

impact to insignificant levels.

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.

Water Requirement:

During Construction Phase:

During construction phase, water will be sourced primarily through tankers arranged by the

contractor. It is estimated that water demand during the construction phase may vary from 20-24

KLD which will be used in domestic as well as construction purpose.



Details of 16-18 KLD water used During Construction:

Supervisory & Construction Labour= 150 persons @45 LPCD =6.75 KLD

(Drinking = 2.25 KLD and Other=4.5 KLD)

Curing & Mixing of Mortar & Cement = Approx 6 KLD

Dust control = Approx 4.8 KLD

During Operation Phase:

Water requirement during the operational phase will be met through Municipal supply. The total

water requirement for the proposed project has been estimated to be 134 KLD. This includes

domestic water requirement, flushing, landscaping and for firefighting tank. The total fresh water

requirement is 79 KLD which includes Domestic water requirement. The water requirement for

Flushing and landscaping will be met through treated water from STP.

Details of break-up of water requirement are given in Table-3.



Table-3: Detail of water requirement for the proposed project

S. No. Description No. of

units/Area

in s.qm. Unit Population Population

Unit water

consumption

(litres)

Total

water

required

(kld)

water

requirement

for domestic

use (kld)

Flushing

water

(kld)

Total

Wastewater

(kld)

1 Main Dwelling units 220 5 1100 86 94.6000 71.500 23.100 80.300 2 Commercial Population 1298.62 3 433 30 12.9862 3.896 9.090 12.207 3 Community Population 219.93 1.5 147 30 4.4100 1.323 3.087 4.145 4 Staff 113 30 3.3900 1.017 2.373 3.187

5 Visitor (10 % of the

residential Population ) …. ….. 168 15 2.5198 1.008 1.512 2.318

6

Swimming Pool Water

Makeup (one time) ….. …… ….. ….. 6.0000 …. …. ….

7 Horticulture 862.32

3 liter/sq.m. of

Landscape area … 3 2.5870 … … …

8 DG Sets 1005

1 Ltrs/KVA/6

hrs. …. 6 6.0300 … … …

9 Fire fighting …. 1% of total water

requirement …. … 1.3252 … … …

TOTAL 133.8482 78.744 39.162 102.157 say 134 say 79 say 40 say 102



Figure-7: Water Balance Diagram for Non-Monsoon Season



Figure-8: Water Balance Diagram for Monsoon Season



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

Water requirement of construction phase will be met from Private water supplier. While during

operation phase water requirement will be met through Municipal supply. No ground water will

be abstracted from the ground water. The total water requirement for the proposed project has

been estimated to be 134 KLD. This includes Domestic water requirement, flushing, landscaping,

swimming pool, D.G. Cooling requirement. The total fresh water requirement is 79 KLD, which

includes domestic water requirement.

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

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

Water requirement of construction phase will be met from Private water tanker. During post

construction water demand will be met form Municipal water supply. Ground water abstraction

will be done only after getting NOC from CGWA. During operation phase the supplied drinking

water to each dwelling unit will be as per Bureau of Indian Standards (BIS) and IS: 10500-2012.

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

About 83 KLD of total water requirement will be fulfilled from recycled water after treatment

from STP and rest will be met from Municipal water supply. The details of recycled water use

are given below in Table-4.

Table-4: Use of Recycled water

Treated

Water Flushing

DG Cooling Landscaping

Discharge to

sewer

Non-Monsoon Season 83 KLD 40 KLD 6 KLD 3 KLD 34 KLD

Monsoon Season 83 KLD 40 KLD 6 KLD 0 KLD 37 KLD

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 not be such diversion of water from other users as the water demand during

construction phase will be met from CSTP/Private water tanker or by excess treated water from

nearby operation STP. In operational phase water demand will be met form Municipal supply.

Ground water abstraction will be done only after getting NOC from CGWB. Hence, no impact on

others user observed.

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

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

proposed activity)

During the operational phase, 102 KLD waste water will be generated which will be treated in

the sewage treatment Plant.

The waste water generated will be treated in the Sewage Treatment Plan, and the capacity of

Sewage Treatment Plant (STP) will be higher of waste water generated i.e. 123 KLD. The

proposed STP is based on Fluidized Aerobic Bio-Reactor (FAB).

The waste water generation is given in Table-5. Table-6 shows expected characteristic of

untreated and treated wastewater.

Table-5: Details of Wastewater Generation

Details Water (KLD)

Water requirement for domestic purpose 79

Wastewater to be generated from domestic use (@ 80% of domestic

water requirement) 64

Water requirement for Flushing Purpose 40

Wastewater to be generated from Flushing (@ 100% of flushing

requirement) 40

Total waste water generated 64 + 40

=104 KLD



Table-6: Characteristic of untreated and treated sewage

Parameters Value

Raw sewage Treated Sewage

Ph 6.0-9.0 7.0-8.0

BOD327ºC 250-300 mg/l Less than 20 mg/l

Suspended Solids 300-400 mg/l Less than 5 mg/l

COD 400-600 mg/l Less than 50 mg/l

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

facilities created.

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be

stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique

through which rain water is captured from the roof and paved surfaces and stored in sub-surface

ground water reservoir by adopting artificial recharge techniques. The run off calculations for

Rain Water Harvesting are shown in Table-7 and for pits in Table-8.

Table-7: Runoff Calculation of the Area

S. No. Type of

Surface

Catchment

Area (m2)

Runoff

Coefficient

Intensity of

Rainfall

(mm/hr)

Intensity

of Rainfall

(m/hr)

Runoff

(m3 /hr)

1. Total Roof /

Terrace Area 2836.50 0.8 11 0.011 24.961

2. Green Area 862.32 0.2 11 0.011 1.89

3. Paved Area 4867.78 0.75 11 0.011 40.15

Total Runoff (m3 /hr) 67.01



Table-8: Numbers of Pits Calculation

Diameter of recharge pit 3

Depth of recharge pit 3.5

Volume of 1 recharge pit 24.72

No. of Pits required 0.67 Say 1 pit

No. of Pits Proposed 2

As per the calculation provided above, the nos. of RWH Pits is required 1 pits, and we are

proposing 2 nos. of RWH pits.

Advantages:

To meet the ever increasing demand for water.

To avoid flooding of roads.

To augment the ground water storage and control the decline of water table levels.

To reduce ground water pollution.

To improve the quality of ground water.

To reduce the soil erosion.

To supplement domestic water requirement during summer, drought etc.

Improves the quality of ground water through dilution when recharged to ground water.

2.8 What would be the impact of the land use changes occurring due to the proposed project on

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

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

water logging in anyway?

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

which is for “Residential” purpose as per the building Byelaws of Uttrakhand.



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

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

profile or runoff characteristics after construction phase.

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

and cross roads of suitable area size. All storm water drains will be covered with RC

slabs so as to prevent the entry of soil and dust. Storm water collected through storm

water drains and discharged into existing Storm Water Drains. Storm water drains will be

constructed on all the edges of roads.

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

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

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

discharged outside of the project site through a drainage system. The proposed project

would not aggravate the problems of flooding or water logging in anyway

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

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

obtained from competent authority, if any).

Adequate management measures are being taken to protect the water quality during construction

phase. Excavation during monsoon season will be avoided. Care is being taken to avoid soil

erosion. Community/mobile toilets shall be constructed on the site during construction phase

and the wastewater shall be recycled and reused to avoid entering in to the water bodies. To

prevent surface and ground water contamination by oil/grease, leak proof containers shall be

used for storage and transportation of oil/grease. The floors of oil/grease handling area shall be

kept effectively impervious. Collection and settling of 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. Figure-9 shows Hydrogeology map of Dehradun. Figure-

10 shows Depth to water level in pre-monsoon. Figure-11 shows Depth to water level in post-

monsoon.



Figure 9: Hydrological map of Dehradun



Source: CGWB 2011

Figure-10: Depth to Water level (Pre - Monsoon)



Source: CGWB 2011

Figure-11: Depth to Water level (Post - Monsoon)



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).

During Construction phase garland drain suitable to the existing contours of the plot are being

developed to channelize and avoid chance of contamination due to runoff.

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

recharge. Thus proper management of this resource must be ensured so 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 clarifiers or Oil/Water separators system of adequate capacity around

parking areas and garages as per requirement.

Cover waste storage areas.

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.

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

• Domestic Wastewater from Toilets: Domestic wastewater generated from the toilets shall

be treated through soak pit / septic tank.

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

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

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

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



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

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

indications contour levels).

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

water management plan will include practices as stated in point 2.7.

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

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

During construction phase sewage generated shall be treated through the soak pit or septic tank.

Hence it shall not lead to unsanitary conditions around the project site.

2.13 What on-site facilities are provided for the collections, treatment & safe disposal of

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

technology & facilities for recycling and disposal).

The waste water generated will be treated in the Sewage Treatment Plan. The capacity of Sewage

Treatment Plant (STP) will be higher of waste water generated i.e. 123 KLD. The proposed STP

is based on FAB technology.

Fluidized Aerobic Bio-Reactor (FAB).

Fluidized Aerobic Bio-Reactor (FAB) as the name indicates consists of floating media of

cylindrical shapes and different sizes. As compared to conventional technologies FAB reactors

are compact, energy efficient and user friendly. Flock forming organisms form clusters or attach

to available surfaces. The FAB media provides a very large surface area which increases the

specific volumetric capacity of activated sludge tanks, controls biomass activity, reduces

operating cost.

The clarified effluent enters into the FAB reactor, which contains the FAB media. The FAB

media significantly increases the surface area for bacterial growth. Air is supplied through fine



bubble diffusers. Bacteria oxidize the organic matter present in the sewage. Oxidized sewage

overflows out of the FAB reactor, into the secondary settling tank.

Benefits:

• Significant reduction in space requirement due to high surface area & loading rate of

FAB media.

• Reduces power consumption and operating cost.

• Requires no sludge recycling.

FAB Reactor is best suitable while designing a new waste water treatment plant, where operating

cost & space are constraints. It can also be successfully implemented during upgrading of

existing waste water treatment plants. Additionally, FAB reactors can also work in low

temperatures.

Figure -12. Shows the typical FAB schematic process flow as below:

Figure-12: Schematic Diagram of Proposed FAB STP



2.14 Give details of dual plumbing system if treated wastewater 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 STP is estimated at 83 KLD.

The recycled water system shall utilize this treated water and serve for non-contact uses such as

flushing, horticulture, DG cooling etc.

3.0 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)

No major impacts on the biodiversity of the protected area and aquatic habitat of the river . The

Raipur RF is located about 3.21 km towards East and Bandal RF is situated at about 6.57 Km

towards East and Rajpur RF is situated at about 5.10 Km towards North and Chamasari RF is

situated at about 7.03Km towards NE and Galjwari RF is situated at about 7.24 Km towards NW

and the Song River is approximately 710.5 m towards North and Sahastradhara is approximately

6.57 km towards North East direction from the project site.

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

detailed account of the trees & vegetation affected by the project).

No tree cutting would be involved in the construction of the proposed project.

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 following steps were taken to minimize the likely impacts on the surrounding environment.

• As per the Forest Conservation Act, 1980. The compensatory afforestation plan will be

prepared, if required for the recovery of greenery loss due to construction activities.



• The Green Belt is proposed for clean, healthy and beautiful green environment for the

people to live in and work in.

• Within the proposed project site green belt to be developed by plantation of various

species of plants, shrubs to create a clean, healthy and aesthetic environment that

provides a visual retreat and relaxation to the occupants of the project. A combination of

evergreen trees and ornamental flowering trees and shrubs is used in the project site.

• The plantation arrangement would be based on optimal use of available land and

quantum of irrigation water and treated waste water.

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

number of reviews. Various studies indicate that the surface of vegetation provides a

major filtration and reaction surface to the atmosphere for removing pollutants from the

atmosphere. Therefore, the green belt is essential feature of any developmental project

because it acts as a pollution cleaning region, improvement of the aesthetic value of the

project and a noise buffer.

• The procedure for tree felling and forest land diversion (if evolved) to be minimize or

issue to addressed as per the guidelines of the Forest (Conservation) Act, 1980.

Table-9: Calculation of Green Area and No. of Trees Proposed

Required Green area @10% 856.660 m2

Proposed Green area @10.07% 862.32 m2

No. of Trees Proposed 108 Nos.



Table-10: Details of trees, shrubs and herbs to be used in greenbelt development

S. No. Species Suggested for Plantation Family Salient Features and Role of Species in

Pollution Abatement

Scientific Name English

Name

Common

Name

1. Emblica officinalis

Gaertn. Gooseberry Amla Phyllanthaceae

• Fast growing and deciduous species.

• Flowering in June-July and also in Feb.,-

April.

• Fruits are edible and used for making juice.

• Tolerant to air pollution and atmospheric

dust.

2. Azadirachta indica

A. Juss. Indian Lilac Neem Meliaceae

• Fast growing after 1st season and evergreen.

• Flowering in March-May.

• Leaves have high medicinal and insecticides

properties.

• Tolerant to air pollution especially SO2 and

dust control.

• Good insecticide property and purify the

environment.

3. Eucalyptus citriodora

Hook.

Lemon

Scented Gum Safeda Myrtaceae

• Very tall and fast growing evergreen species.

• Generally grow in dry land but may be in

water logged areas.

4. Cassia fistula Linn. Indian

Laburnum Amaltas Caesalpiniaceae


• Flowering in March-May.

• Tolerant to air pollution, dust control and

noise barrier.

5. Albizia lebbeck (Benth) Black Siris

Tree Siris Mimosaceae


• Tolerant to dust and SO2 in the atmosphere.

6. Callistemon lanceolatus - Bottle Brush Myrtaceae

• Slow growing and evergreen species.

• Flowering throughout the year.

• Beautify the surrounding environment during

peak flowering season.

7. Butea

monospermaLamk

Flame of the

Forest Dhak Fabaceae

• Slow growing species, flowering throughout

the year especially in the month of April.

• Tolerant to air pollution and dust control in




Pollution Abatement


Name

Common

Name

atmosphere.

8. Syzygium cumini

Linn. Black Plum Jamun** Myrtaceae

• Fast growing and evergreen species.

• Flowering in March-May and fruits are

edible.

• Tolerant to air pollution and atmospheric dust

and noise.

9. Morus alba Linn. Mulberry Shahtoot Moraceae

• Fast growing, evergreen, flowering in Feb.,-

June.

• The fruits are edible.

• Tolerant to air pollution and dust control.

• Species have good foliage cover.

10. Aegle marmelos Lohy Fruit

Tree Belpatri Rutaceae

• Slow growing, deciduous, flowering in May-

July.

• Fruits used for making juice.

• Tolerant to air pollution.

11. Zizyphus mauritiana

Var. Fruticosa Indian Jujube Ber Rhamnaceae

• Early fast growing, evergreen, flowering in

April-October.

• Fruits are edible.

• Tolerant to air pollution and atmospheric

dust.

12. Ficus religiosa Linn. - Peepal* Ficaceae

• Grow slow in early stage and late grow very

fast.

• Evergreen species can grow with seeds and

cuttings.

• Highest oxygen releasing species (about 1024

Kg/hour) and provide good shelter due to

excellent canopy regime..

• Tolerant to air pollution, atmospheric dust

and noise barrier.

13. Mangifera indica

Linn. Mango Aam Anarcadiacea

• Fast growing, evergreen, flowering in Feb.,-

April.




Pollution Abatement


Name

Common

Name

• The fruits are edible and used for making

pickle, pickle, ketchup etc.


• Good noise barriers.

14. Delonix regia (Bojer)

Rafin

Flame Boyant

Red

Gulmohur

Caesalpinaceae

• Fast growing and deciduous.

• Flowering in April-June.

• Tolerant to air pollution.

• Beautify the surrounding during peak

flowering season.

15. Jacaranda mimosaefolia - Blue

Gulmohar Bignoniaceae

• Fast growing and deciduous,

• Flowering in April-June.

• Tolerant to air pollution and dust.



16. Callistemon citrinus

(Curtis) Stapf

Scarlet Bottle

Brush Bottle brush, Myrtaceae

• Slow growing and evergreen.

• Flowering throughout the year.


flowering season.

17. Bauhinia purpurea Linn. Butterfly

Tree Kachnar Caesalpiniaceae

• Fast growing and deciduous.

• Flowering in Sep.,-November.

• Tolerant to air pollution and dust.


flowering season.

18. Royastonia regia Kunth Royal Palm - Arecaceae • This is an ornamental tall sized plant usually

planted in laws and gardens.

19. Cycus revoluta Cycus Sago Palm Cycadaceae

• It is very good for planting in the lawns and

rockeries and in pots in large containers in

juvenile stages.

20. Ficus banjamina Linn. Chilubar - Ficaceae


• Flowering in September-November.





Pollution Abatement


Name

Common

Name


21. Ficus panda - - Ficaceae

• It is a good choice for both beginner and

experienced gardeners.

• This plant can really thrive indoors as it's

relatively tolerant to less than ideal lighting

and can even handle poor soil conditions.

22. Calliandra brevipes - - Mimosaceae



• Beautify the surrounding environment.

23. Cassia biflora - -

Caesalpiniaceae

• The flowers are ornamental

plants for parks and gardens.

• Elegant flowering shrub. Magnificent

flowers. Repeated blooms throughout the

year.

• Tolerates a wide range of climates and

temperatures, though it tends towards loving

warmth.

24. Bauhinia accuminata Dwarf White

Bauhinia - Fabaceae

• This is a decorative species of flowering

shrub used for environmental beautification.

25. Carissa carandas Karonda - Apocynaceae

• The fruits are edible.

• The plant is grown from seed sown in August

and September. Vegetative propagation also

is practiced in the form of budding and

inarching. Cuttings may also succeed.

26. Hamelia patens Jacq. Scarlet Brush - Rubiaceae • Fast growing, evergreen, tolerant to air

pollution and environmental beautification.

27. Hibiscus rosa-sinensis

Linn. - - Malvaceae

• Fast growing and deciduous ornamental

shrub.

• Tolerant to pollution and environmental

beautification due to attractive flowers.

28. Thevetia peruviana Yellow - Apocynaceae • Fast growing and evergreen species.

http://en.wikipedia.org/wiki/Grafting




Pollution Abatement


Name

Common

Name

Oleander • Used as ornamental shrub near boundary or

gates.

29. Nerium oleander Mill.

(Dwarf)

Pink

Oleander Kaner Apocynaceae

• Fast growing, spreading and evergreen shrub.

Used for screens, informal hedges, beach

plantings and cityscapes.

• It can be formed into very attractive small

trees for environmental beautification.

30. Adenocalymma

alliaceum Wild Garlic Ajos sacha Bignoniaceae

An evergreen shrubby vine having ornamental

and medicinal properties.

31. Quisqualis indica Linn. Rangoon

Creeper

Madhumalti

(Orange) Combretaceae

The plant is used as an herbal medicine.

Decoctions of the root, seed or fruit can be

used as antihelmintic to expel parasitic worms

or for alleviating diarrhea.

32. Clerodendron

spelendence

Dark Red

Flower

Clerodendron

- Lamiaceae

Fast growing and used for ornamental

purpose.

33. Clematis montana

White

anemone

clematis

- Ranunculaceae

The species can be deciduous or evergreen

shrubs or herbaceous perennials, mostly

climbing by twining leaf-stalks, and often

with showy flowers. Some have attractive

fluffy seed-heads in autumn.

34. Bougainvillea

spectabilis Willd.

Begum

Sikander Baugainvillea Nyctaginaceae


• The Baugainvillea have gained popularity all

over the World due to their tolerance of

various environmental conditions, richness

and versatility.

• Tolerant to air pollution (especially dust

particles) and environmental beautification.

35. Murraya exotica Orange

Jasmine Kamini Rutaceae

• The specie has aromatic foliage.

• The white bell-shaped flowers with a heady

scent of Orange




Pollution Abatement


Name

Common

Name

Jasmine

36. Duranta erecta Golden

Duranta Duranta Verbenaceae,

• Ornamental and beautify environment.

37. Clerodendron inerme Glory Bower - Lamiaceae

• Fast growing and very much branched,

straggling species used for hedge.

• Terminal branches very often twining slender,

twigy, dark green and form dense bush on the

river banks and river slopes. It also grows

well on the beach, tolerating all the salty

water sprays.

38. Asparagus densiflorus

‘Sprengeri’ Emerald Fern - Liliaceae

It is used for ornament of pillars, posts, tree

trunks and arches.

Small growing species are grown in pots.

Asparagus densiflorus

‘Sprengeri’ is specially used for hanging

baskets.

39. Juniperus communis Common

Juniper - Pinaceae

Fast growing and evergreen and flowering in

March-April.

40. Crassula ovata (Mill.)

Druce

Friendship

Tree Jade Crassulaceae

This is an evergreen species with thick

branches and thick, shiny,

Smooth, leaves that grow in opposing pairs

along the branches.

4.0 FAUNA

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

barriers for their movement? Provide the details.

The proposed site is an open land when the construction begins and devoid of forestation so in

the existing conditions, this place was not the habitat for any wild fauna. There will not be any

type of displacement or any other effect on the local fauna due to proposed project activities



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

The following impacts to be observed after completion of the project.

• After green belt development, the planted trees and shrubs will provide shelters and shed

especially to the birds and other domesticated animals and human being.

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

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

• The common native variety of trees and ornamental flowering species will be planted in

the green space.

• The vibration raised during construction will affect the movement of birds during day

time.

• The monitoring to be done for regular checkup of the pollution raised by construction

activities. That should not above the prescribed limit as per CPCB norms.

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

Fauna.

Not applicable.

5. AIR ENVIRONMENT

5.1 Will the project increase atmospheric concentration of gases & result in heat islands?(Give

details of background air quality levels with predicted values based on dispersion models

taking into account the increased traffic generation as result of the proposed

constructions).

Increased traffic generation due to proposed project is not going to cause significant increase in

atmospheric concentration of gases and will not result in island formation.

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.

Construction Phase:



During construction phase there is increased generation of dust and smoke from the background

levels. There is no activity associated with generation of odorous fumes and any hazardous gases

during construction phase.

The main sources of dust generation are land clearing, drilling, ground excavation, cut and fill

operations (i.e., earth moving), and construction of a particular facility. A large portion of the

dust emissions results from equipment traffic over temporary roads at the construction site.

Measures taken during Transport and Handling of Materials during Construction

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

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

the impacts.

Air Emissions

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

dust is water, because of its efficiency as well as ready availability on the construction site.

Water can be applied using handheld sprays and automatic sprinkler systems depending on

the location. Water spray at the site also effectively suppresses dust generated. Results have

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

about >90%.

Table-11: EMP for Dust Suppression

Sources/Process Emission Potential Scope of Control Effectiveness

Hydraulic excavators and

loaders (e.g Front loader,

backhoe face shovel

bulldozers) for the

excavation, lifting and

High when dry or fine

silty material are being

handled, particularly

during strong windy

weather

Use of water sprays to

moisten material being

handled. Soils may be

subject to a soil moisture

content planning condition

Moderate



movement of material

such as Soil, overburden .

Low when coarse or wet

material are being handled

during conditions of low

wind speed

Minimize drop heights when

unloading material. Protect

from exposure to wind where

possible.

Tractor scrapers (Soil

strippers) for cutting

,lifting transporting and

placing, spreading or

shaping of soils

Moderate/High- when dry

silty materials handled

during windy weather


moisten material being

handled.

Low

Vehicles for transport of

material within the site.

High particularly when

travelling over unsurfaced

and dry site roads.

Minimize onsite

transportation distances.

High


moisten road surfaces during

dry weather.

Use mechanical road

sweepers during dry weather,

to, limit visible dust

emissions. Restrict vehicle

speeds through signage/staff

training.

Use of covered conveyors to

transport material around the

site.

Hydraulic breakers for

size reduction of large

rocks

Low Water spraying of rock prior

to fragmentation when high

degree of control required.

Moderate

Exhausts and cooling fans

on mobile plant processing

quarried material.

High if unmitigated. Mobile plant exhausts and

cooling fans will discharge

above the horizontal to

Moderate



prevent dust mobilization.

Conveyors for

transporting material

Moderate if not protected

from wind

Enclosure of transfer points

(including roofing ) of

conveyors

High

Wind boarding High

Moderate/High for dry or

fine silty materials,

particularly during strong

wind weather

Water spraying of surfaces of

material on conveyor.

High/Moderate

Cleaning belts with scrapers

and collecting scrapings in

container

Moderate

Stockpiles for storage of

quarried materials and

soil/overburden during

extraction and site

development phases.

High when dry or fine

silty materials are being

stored /handled

particularly during strong

which weather.

Seed surfaces of completed mounds of

overburden and top soil (restoration

materials). Limit mechanical disturbance.

Shield from wind e.g. through the use of

tree planting or screening

Use of water sprays to moisten surfaces

during dry weather.

High

Moderate

• Reduction of Vehicular Emissions: The transport of materials such as concrete, stone,

cement, asphalt, etc. to the construction site generally generates significant amount of

pollutants on road. Therefore, setting up of local facilities such as temporary portable

concrete mixing plants, stone cutting at site, etc. with adequate pollution control devices

eliminates significant emissions during haulage of materials.

• Emission Control for Construction Equipment: Construction equipment and heavy

transport vehicles shall meet emission standards like Bharat Stage -III requirements for

vehicles. The operation and maintenance of all vehicles, equipments deployed on site by



different contractors would be regulated and effectively monitored. The Pollution under

Control (PUC) certification will be ensured for proper O&M of vehicles.

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

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

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

disincentive provision encourages contractors to comply with regular maintenance

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

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

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

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

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

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

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

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

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

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

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

shall be restricted.

Operation Phase:

The land use of the site is designed to have open areas covered with either soft or hard landscape

and paved areas (roads and pedestrian walkways). This will mitigate dust emissions in any

meteorological conditions.

There will be intermittent smoke emissions from D.G. sets which will be used only during power

failures.

Noise Emissions



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

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

be of preventive nature as follows:

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

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

sleep disturbance during the night time are avoided.

Provision of Noise Barrier: All around the construction activity area on the site periphery,

about 2.5 meter high barrier (temporary) shall restrict the noise impact from the ground level

construction activity by about 10 dB(A).

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

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

Occupational & Passive Protection: Ear plugs, ear muffs, etc. provided to workers handling

high noise equipment or stone cutting operations shall protect them from high noise exposure.

During construction period dust will be controlled by sprinkling of water. Hence there will not be

significant issues associated with it.

5.3 Will be proposed create shortage of parking space for vehicles? Furnish details of the

present level of transport infrastructure and measures proposed for improvement

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

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

project will have sufficient parking facilities and space. Parking facility will be provided as per

the norms and standards of the Uttrakhand Building Bye Laws. 292 ECS is provided in the

basement, side setback and in Bay.

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

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



Projects has 3.6 meters wide drive way at the periphery and inside the premises and 22 meters

wide existing Sehastradhara roads and 33 meters wide master plan road are adjacent to the

Project site in East Direction.

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

and the measures proposed for mitigation of the above.

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

project. Only source of noise would be vehicular movement. Enough space at entry & exit gate

has been provided so as to avoid traffic congestion at the Entry/Exit gates. 1 exit/entry points has

been proposed in the project. Mitigation measures will include development of green area to

minimize noise pollution effective traffic management so as to avoid congestion during peak

hours.

5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in &

ambient air quality around the project site? Provide details.

In case of power failure, 2 DG sets of total capacity of 1005 KVA (1*625+ 1*380 KVA) will be

provided as power back-up. The DG sets will be of air cooled.

The DG sets will be provided with acoustic enclosure. Adequate stack heights of D.G. Sets will

be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to

facilitate natural dispersion of exhaust gases as the calculation for the stack height is given below

considering height of the building.

Calculation of DG Stack Height:

H = h + 0.2 √ (capacity of DG in KVA.)

Where:

H = Total height of stack in meter.

h = Height of the building in meters where the generator set is installed.

KVA = Total generator capacity in the set of KVA.



For DG set of 625 KVA

H = h+0.2 √625

H = h+0.2 x 25

H = h+5 or say 5 meter

For DG set of 380 KVA

H = h+0.2 √380

H = h+0.2 x 19.49

H = h+3.89 or say 4 meter

Stack Height for 2 D.G. set capacity more than 1005 KVA:

H=14*Q0.3 ------- (As per CPCB norms for D.G. sets commissioned after 1.7.2003)

Where,

H= Maximum Stack Height in Meter (m)

Q= Total SO2 emissions from D.G. sets in kg/hour

Sulphur content in HSD =0.25%

Density of HSD= 0.85 kg/liter

D.G. Set Capacity = (1*625+ 1*380) = 1005 KVA

Fuel Consumption for Three D.G set capacity of 1005 KVA = 210 lit/hour

= 210 lit/hour

Sulphur content in HSD =0.25%

Density of HSD= 0.85 kg/liter

Emission of Sulphur = 0.525 Lit/hour * 0.85 Kg/Lit * (0.25/100) =0.89 Kg/hour

Q = 0.89*2 = 1.78 Kg/hour ---------- (2 is the valency of Sulphur in SO2)

Applying,



H= 14*Q0.3

= 14*(1.78)0.3 = 16.64 m

We suggest 6 meter above the max. height of the building.

Impact of D.G. sets on noise & vibration and mitigation measures to be adopted in

construction and operational phase:

D.G. sets if not enclosed in acoustic enclosures will contribute to significant increase in noise

levels at the project site.

However the D.G. sets used during construction and operation phase will be enclosed in an

acoustic enclosure to reduce the noise. The DG sets foundation will comprise of heavy weight

inertia concrete block. The generator will be mounted on Cushy Foot mounting and the concrete

block will be isolated from the adjoining floor. Thus no vibration impacts are expected from the

DG sets.

The D.G. sets will be checked for noise every 6 months.

The noise level of DG sets will be maximum 75dB (A) (at 1.0 m distance) & the insertion loss

will be maintained at minimum 25 db as per the prescribed compliance standards of the

MoEF&CC {Noise pollution (regulation & control) (Amendment) rule 2010}.

Impact of D.G. sets on ambient air quality and mitigation measures to be adopted:

The D.G. Set emission consist of following pollutants

1. Hydrocarbon+ NOx

2. Carbon Monoxide (CO)

3. Particulate Matter (PM)

4. Smoke



If unchecked the emissions from D.G sets will increase the concentration of above mentioned

pollutants in the atmosphere. To mitigate the polluting effects of D.G. sets following mitigation

measures will be taken,

A. Use of High Speed Diesel as a fuel to run D.G. sets

B. Provision of stack with height as prescribed by Central Pollution Control Board.

C. Emission test of D.G. stacks every 6 months to check the concentration of pollutants.

6.0 AESTHETICS

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

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

The site lies in well planned area designated for “Residential” purposes as per the building

Byelaws of Uttrakhand. Thus, no obstruction of view or scenic beauty or landscape is anticipated.

Furthermore, the construction is being done in such a way that the organized open spaces and

landscaped areas will render the plot aesthetically appealing.

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

are the considerations taken into account?

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

proposed development shall be carried out as per the building Byelaws of Uttrakhand. All

precautions are being taken to mitigate the impact due to water air and noise pollution during

construction the construction phase and same will be followed during the operation phase.

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

design criteria? They may be explicitly spelt out.

There is no local consideration of urban form and urban design criteria. The proposed project will

be constructed within the designated site as per the building Byelaws of Uttrakhand.

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.



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

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

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

7.0 SOCIO-ECONOMIC ASPECTS

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

Provide the details.

Establishment of any residential project like group housing, plotted development leads to socio-

economic changes. Development of a society that will stand robustly against economic or natural

calamities largely depends on residential stability. It fulfills the required demand for housing

needs for the development of country. Influx of population leads to change in social & economic

status of the community. During construction period local people will be engaged and hence

there will be temporary increase of 500 workers, till construction complete. During operation

period, there will be increase of 1961 persons in the local population. The proposed project

involves the construction of residential houses and commercial facilities with number of

amenities like rain water harvesting pits, swimming pool, dual plumbing, provision of STP,

parking facilities, one entry/exits with guard rooms for security and DG sets for power back up

etc.

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

The existing Social infrastructure around the proposed project is as shown in Table-12.

Table-12: Existing Social Infrastructure around the project site

School:

S. No Social Infrastructure Aerial Distance and Direction

1. Blind’s School 614.35 m, towards W

2. Touch wood School 319.64 m, towards NE

3. Him Jyoti School 719.82 m, towards NW

4. Delhi Public School 1.39 Km, towards WSW

5. ONGC Academy 5.42 Km towards West



6. Forest Research Institute 7.52 Km towards WSW

7. Survey of India 3.63 km towards SSW

Hospital:

S. No Social Infrastructure Aerial Distance and Direction

1. RG Stone urology & Laparoscopy Hospital 3.22 km towards South West

2. Ayurmax Hospital 6.55 km towards South West

3. Military Hospital Dehradun Garhi Cantt 5.52 km towards SSW

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

other cultural values? What are the safeguards proposed?

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

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

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

and economic condition of society indirectly. Respect to the local sacred sites and other cultural

phenomena will be the integral part of the proposed project.

8. BUILDING MATERIALS

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

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

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

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

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

Bricks, and Blocks, glass etc.

The embodied energy content of the material is given in Table-13.



Table-13: Embodied Energy Content of the Material

Primary Energy Requirement Materials Primary Energy Requirement

(Gj/tonne)

Very High Energy

Aluminum

Stainless steel

Plastic

Copper

Steel

Lead

200-250

50-100

100+

100+

30-60

25+

High Energy

Glass

Cement

Plasterboard

Lime

12-25

5-8

8-10

3-5

Medium Energy

Clay bricks and tiles

Gypsum Plaster Concrete

Sand,aggregate

2-7

1-4

<0.5

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

These construction materials will be procured from the reputed suppliers/manufacturers and

thus it is expected that they are produced with energy efficient processes. Most of the quality

grade building material production facilities and industries now use energy efficient

processes.

All the items to be used in the proposed project will be as per the National Building Code

specification. If the building materials with high-embodied energy are locally available, it will be

used in construction.

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

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



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

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

adopted to minimize the impacts.

Air Emissions

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

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

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

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

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

about >90%.

Emission Control for Construction Equipment/Vehicles: Construction equipment and heavy

transport vehicles shall meet emission standards like Bharat Stage -III requirements for vehicles.

The operation and maintenance of all vehicles, equipments deployed on site by different

contractors will be regulated and effectively monitored. The Pollution under Control (PUC)

certification will be ensured for proper O&M of vehicles.

Improved Maintenance: Recognizing that significant emission reductions can be achieved

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

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

disincentive provision encourages contractors to comply with regular maintenance requirements.

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

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

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

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

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

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

structural components, obtaining proper cut size of stone, pre-fabricated concrete slabs, etc. shall



also enhance the quality of work environment at the construction site because other factors such

as traffic congestion and emissions are then not relevant.

Noise Emissions

The mitigation measures concerning technological control at source (of vehicles) shall meet

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

measures shall be of preventive nature as follows:

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

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

like sleep disturbance during the night time are avoided.

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

premises of the project site.

Proper Maintenance of Construction Equipment/Vehicles: Proper operation and

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

emissions.

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

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

exposure.

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

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

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

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

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

during the operation phases of the project.



Solid Waste during Operation Phase

Solid waste and other waste to be generated from the proposed project will be classified as given

in Table-14.

Table-14: Classification of Solid Wastes and other Wastes

S. No. Types of Solid waste and

other waste Description

1. Food Waste (garbage)* Wastes from the kitchen including preparation, cooking

and serving of food.

2. Rubbish*

Combustible (Primary Organic):

Paper, cardboard, cartons, wood, boxes, plastics, rags,

cloths, beddings, leather, rubber, grass, leaves.

Non-combustibles (Primary Inorganic):

Metals, tin cans, metals foils, dirt, stones, bricks,

ceramics, crockery, glass bottles, other metal refuses.

3. Street Waste* Street sweeping, dirt, leaves, catch basin dirt, animal

dropping, contents of litter receptacles dead animals.

4. Horticultural waste* Tree trimming, leaves, waste from parks and gardens

etc.

5. General domestic waste from

office and administration Paper, General Domestic Waste etc.

6. STP Sludge Sludge generation after treatment of sewage in STP.

*Source: Manual on Municipal Solid Waste Management, published by Central Public Health and

Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India.

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

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



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

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

It is estimated that total quantity of municipal solid waste generated will be approx. 624 kg /

day from the proposed project.

Figure-13: Solid Waste Management during Operation Phase

Collection:

The solid waste expected to be generated by the population. A door to door collection will be

carried out by private vendors which will be selected by the Group housing Project Management.

Segregation:

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

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



collected separately by putting three types of separate bins at the source of generation. For

the biodegradable waste green bins will be provided, for the recyclable waste blue bins and

for the non-recyclable waste dark grey bins will be provided.

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

• Used Oil - from DG sets

• Oil Contaminated Wastes - maintenance operations, etc.

Disposal:

• Organic waste will be stored temporarily at the site and it will be disposed at the MSW site

for composting.

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

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

and characteristics of all types of wastes.

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

sold to authorized contractors.

• The STP sludge will be properly collect, store and used as manure or will be disposed

through authorized agencies/or used for horticultural purposes.

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

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

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

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

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

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

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

labelling as per the requirements of Hazardous Waste Rules.

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

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



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?

The total electrical load demand has been estimated to be 800 KW or 1000 KVA.



The DG sets will be provided with acoustic enclosure. Adequate stack heights of D.G. Sets will

be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to

facilitate natural dispersion of exhaust gases as the calculation for the stack height is given below

considering height of the building.

Energy Conservation Measures:

Provision of solar water heater for supply of hot –water for various uses.

Fly ash bricks shall be used.

Use of CFL lights in circulation area and in toilets.

P.V. Cell system shall be installed for all street and compound lighting.

The external surfaces of all the buildings will have granite stone cladding upto first floor

level and aluminum composite panels cladding above to have maintenance free external

façade of the building.

All roofs shall be insulated with foam concrete to reduce the heat gain through the roof.

Use of adequate window areas for getting natural light and ventilation.

Use of electrical fittings, fans, A/C pumps and plants with ultra star rating to save

electricity.

• To minimize the energy consumption & power load, building can be designed and

constructed according to Energy Conservation Building Code 2007 which sets minimum

energy standards for buildings.



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

energy efficiency measures can be broadly categorized under:

• Architectural Design Features;

• Energy saving preventive practices; and

• Behavioral change and raising awareness.

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

supply management

Figure-14: Energy Conservation, Monitoring & Management System

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

a) Architectural Design Features

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

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

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

carefully considered within the overall architectural concept.

b) Energy Saving Practices:

• Purchase of energy efficient appliances.

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

SUPPLY

• Utililise Energy-efficient equipment.

• Exploring the possibilities of utilizing renewable energy.

• Reduce Consumption. • Use energy-efficient building designs

and ventilation systems. • Create staff awareness and conduct

training programmes. • Maximizing the use of Natural lighting.

DEMAND Energy Conservation,

Monitoring & Management system



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

comfort levels.

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

c) Behavioral Change for Reducing the Consumption

• Train all staff and operators for energy efficiency measures.

• Promoting staffs’ awareness on energy conservation.

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

• Turn on all lights when not in use, especially in conference rooms and turn down remaining

lighting levels where ever possible.

Passive Solar Design Considerations

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

project:

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

up the interiors.

• Least opening would be provided towards southern and western walls so as to cut out the hot

incident rays of the sun.

• Windows provided would be shaded adequately by designing double layer glass glazing so

that no direct rays of sun can come into the building.

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

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

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

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

materials and will not use excessive amount of glass and steel.

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





The DG sets will be provided with acoustic enclosure. Adequate stack heights of D.G. Sets will be

provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate

natural dispersion of exhaust gases.

9.3 What are the characteristics of the glass you plan to use? Provide specifications of its

characteristics related to both short wave and long wave radiation?

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

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

transmittance up to 85% day lighting may be used.

The Single pane glass (clear/tinted) with a transmission coefficient of ‘U factor’ as 3.3 W/m2 -ºC

(for clear) and ‘U factor’ as 3.4 W/m2 -ºC (for tinted) may be used for composite climate zone.

The Solar heat gain coefficient (SHGC) is 0.59 (clear) and 0.42 (tinted).

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

applications made in the proposed project.

Solar design is the use of architectural features to replace the use of grid electricity and fossil

fuel with the use of solar energy and decrease the energy needed in a home or building with

insulation and efficient lighting and appliances.

Architectural features used in solar design includes:

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

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

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

water work bests.

• Insulation to reduce heat loss



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

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

buffer.

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

solar heat in the building.

• Planting deciduous trees near the windows. The leaves will give shade in summer but

falls in winter to let the sunlight enter the building.

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

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

systems for use in the building complex? Substantiate with details.

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

devices. After ensuring the viability, solar energy will be used for street lighting. The Building has been

given sufficient roof area to provide space for installation of solar water heaters.

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

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

energy saving has been effected?

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

have been adopted:

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

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

cooling/ventilation.

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

located on the western side.

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

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

south side



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

stopped and winter sun is let in.

• Promoting residents awareness on energy conservation.

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

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

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

free chillers? Provide specifications.

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

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

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

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

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

occupation of the premises.

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

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

& inversion effects?

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

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

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

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

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

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

control formation of heat islands.

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

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

fabric. The measures proposed for maintaining indoor air quality is presented in Table 15.



Table 15: Indoor air contaminants, Source and Health Effects

Sr.no. Indoor air

contaminant

Source Health Effects Measure to be

considered

1.

Volatile organic

compounds (VOCs)

Paints, Cleaning compounds ,

glues, photocopiers, “Spirit

duplicators, signature machines,

Tobacco smokes, dried out floor

drains, cosmetics and other

personal products

Nausea, Dizziness,

Eye, respiratory

tract, mucous

membrane irritation,

headache and

fatigue

Adequate

ventilation

2. Miscellaneous

inorganic gases

which included

ammonia,

Hydrogen sulfide,

sulfure dioxide

Window cleaners, acid drain

cleaners, combustion products,

tobacco smoked , blue print

equipment

Eye, respiratory

tract, mucous

membrane irritation

, aggravation of

chronic respiratory

diseases.

Adequate

ventilation

3. Asbestos Insulation and other building

material such as floor tiles dry

wall compounds, reinforces

plaster

Asbestos is

normally not a

source of acute

health effects.

However, during

renovation or

maintenance

operations asbestos

may be dislodged

and become

airborne.

Avoidance of use of

asbestos in

buildings and

equipments to the

extent possible.

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

skin and lungs

dermatitis

Avoid use of these

material in

insulation

5. Carbon Dioxide Unvented gas, improperly vented Difficulty Proper venting



devices, processes or operations,

which produce combustion

products, human respiration.

concentrating,

drowsiness,

increased

Respiration rate.

any combustion

equipment.

6. Carbon Monoxide Fossil-fuel engine exhausts,

improperly vented fossil-fuel

appliances.

Dizziness,

headache,

nausea, cyanosis,

Cardiovascular

effects and death.

Adequate venting

and ventilation.

7. Nitrogen Oxides Combustion products from gas

furnaces and appliances, tobacco

smoke, welding, and gas and

diesel engine exhausts.

Eye, respiratory and

mucous membrane

irritation.

Adequate venting of

combustion stacks.

8. Ozone Copy machines, electrostatic air

cleaners, electrical arcing, and

smog

Eye, respiratory

tract,

mucous membrane

irritation;

aggravation of

chronic respiratory

diseases.

Adequate

ventilation.

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

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

the individual components.

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

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

Thermal characteristic is provided in Table-16 below:



Table-16: Thermal Characteristic of Building

S. No. Building Envelope U-Factor (W/m2-ºC)

R-Value (m2-ºC/W)

1 Roof 0.409 2.1

2 Opaque wall 0.44 2.1

3 Vertical Fenestration 3.30 (max.) SHGC:0.25(max)

(for WWR less than or equal to 40%)

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

emergency plans.

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

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

Code.

• Fire Service Access:

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

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

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

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

designated as fire lanes and vehicle parking will be prohibited.

• Firefighting water suppliers:

Adequate quantity of Water supply will be maintained in underground tanks as per National

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

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

as provided in project.

Response in case of Fire

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

lobby.



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

the exact location and type of fire in detail.

• Initiate the Emergency Response Team for fires.

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

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

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

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

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

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

should inform the district authorities and call for external help.

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

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

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

General Instructions for Occupants in case of Fire

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

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

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

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

• If in a room with a closed door.

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

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

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

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

• Stay out of damaged buildings.

• Check that all wiring and utilities are safe.

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

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



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

automatic fire detection and alarm system.

Fire Fighting Plan of Block A, Block B and Block C are attached as Annexure-X (A), X (B)

and X (C).

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

and thermal characteristics.

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

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

transmittance up to 85% day lighting may be used.

The Single pane glass (clear/tinted) with a transmission coefficient of ‘U factor’ as 3.3 W/m2 -ºC (for

clear) and ‘U factor’ as 3.4 W/m2 -ºC (for tinted) may be used for composite climate zone. The Solar

heat gain coefficient (SHGC) is 0.59 (clear) and 0.42 (tinted).

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

mitigating the effects of infiltration.

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

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

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

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

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

escape of hot exhaust air.

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

consumption? Provide details of the renewable energy technologies used.

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

energy will be used for hot water provision.

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

•



10.0 ENVIRONMENT MANAGEMENT PLAN

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

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

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

would also delineate the environmental monitoring plan for compliance of various

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

accidents at the site including fire.

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

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

management plan is presented in Table-17 to mitigate all the identified environmental impacts

that are found to be significant.



Table-17: Environmental Management Plan – Construction Phase

S.No. Environmental

components

Potential

Impacts

Potential Source

of Impact

Controls

Through EMP &

Design

Impact Evaluation Remedial Measures

1 Ground Water

Quality

Ground Water

Contamination

Construction

Phase

• Sewage

generated from

temporary labor

tents.

• Septic tanks

and soak pits will

be provided.

No significant

impact as majority

of labors would be

locally deployed

Operation Phase

• Sewage

Discharge from

the project

• Proponent will

provide the STP to

treat the sewage of

project.

No negative impact

on ground water

quality envisaged.

Not significant.

In an unlikely event of

soil and ground water

contamination.

Remediation measures

shall be implemented.

2. Ground Water

Quantity

Ground Water

Depletion

Construction

Phase

• Ground

water will be not

• Not Applicable No significant

impact on ground

water quantity

envisaged.



be used during

construction.

Operation Phase

• Groundwater

will not during

operation phase.

The required

water will be met

through the

municipal

authority.

• Rain water

harvesting scheme.

• Black and

Grey water

treatment and

reuse.

• Storm water

collection for

water harvesting.

• Percolation

well to be

introduced in

landscape plan.

• Awareness

Campaign to

reduce the water

consumption

No significant

impact on

surface/ground

water quantity

envisaged.

In an unlikely event of

non-availability of

water supply, water will

be brought using

tankers.

3. Surface Water Surface water Construction • Silt traps and No off site impact



Quality contamination Phase

• Surface runoff

from site during

construction

activity.

other measures

such as additional

on site diversion

ditches will be

constructed to

control surface

run-off during site

development

envisaged as no

surface water

receiving body is

present in the core

zone.

Operation Phase

• Discharge of

domestic

wastewater to

STP.

• Domestic water

will be treated in

STP

No off site impact

envisaged

Excess of water will be

discharged as per

CPCB standards.

4. Air Quality Dust Emissions Construction

Phase

• All heavy

construction

activities

• Suitable control

measures will be

adopted for

subsiding the PM

level in the air as

per air pollution

control plan.

Not significant

because dust

generation will be

temporary and will

settle fast due to

dust suppression

techniques (wet

scrubbers) used.

During construction

phase the contractors

are advised to facilitate

masks for the labors.

Water sprinklers will be

used for suppression of

dust during

construction phase.



Emissions of

SPM, SO2, NO2

and CO

Construction

Phase

• Operation of

construction

equipment and

vehicles during

site development.

• Running

D.G. sets (back

up)

• Rapid on-site

construction and

improved

maintenance of

equipment

Not significant. Regular monitoring of

emissions and control

measures will be taken

to reduce the emission

levels.

Operation Phase

• Power

generation by DG

Sets during power

failure

• Emission from

vehicular traffic

in use

• Use of high

sulphur diesel if

available

• Use of clean fuel

if available

• Providing

Footpath and

pedestrian ways

within the site.

• Green belt will

Not significant

DG sets would be

used as power

back-up required.

No significant

increase in noise

level is expected

from the project’s

activities.

There are no

sensitive receptors

Use of Personal

Protective Equipment

(PPE) like earmuffs and

earplugs during

construction activities.



Construction

Phase

• Operation of

construction

equipment and

vehicle

movements

during site

development.

• Running DG

sets (for power

back up)

be developed with

specific species to

help to reduce PM

level

• Use of equipment

fitted with

silencers

• Proper

maintenance of

equipment

• Provision of

noise shields near

the heavy

construction

operations and

acoustic

enclosures for DG

sets

Construction

activity will be

limited to day time

located within the

vicinity of site.



hours only

5. Noise

Environment

Operation Phase

• Noise from

vehicular

movement

• Noise from

DG sets

operation

• Green Belt

Development

• Development of

silence zones to

check the traffic

movement

• DG set

rooms will be

equipped with

acoustic

enclosures.

No significant

impact due to

suitable width of

Greenbelt.

6. Land

Environment

Soil

contamination

Construction

Phase

• Disposal of

construction

debris

• Construction

debris will be

collected and

suitably used on

site as per the

solid waste

management

plan for

No significant

impact.

Impact will be

local, as waste

generated will be

reused for filling

of low lying areas

etc.



construction

phase

Operation Phase

• Dumping of

municipal solid

waste on land.

• Used oil

generated from

D.G. sets

• It is proposed

that the solid

waste generated

will be managed

by an authorized

agency.

• Collection,

segregation,

transportation

and disposal will

be done as per

Solid waste

Management

Rule, 2016 by

the authorized

agency

• used oil

generated will be

Since solid waste

is handled by the

authorized

agency, waste

dumping is not

going to be

allowed. Not

significant.

Negligible impact.



sold to

authorized

recyclers

7. Biological

Environment

(Flora and

Fauna)

Displacement of

Flora and Fauna

on site

Construction

Phase

Site

Development

during

construction

Important

species of trees,

if any, will be

identified and

marked and will

be merged with

landscape plan

The site has

scanty vegetation

Operation Phase

• Increase in

green covered

area

• Suitable green

belts will be

developed as per

landscaping plan

in and around the

site using local

flora

Beneficial impact.

8. Socio-

Economic

Environment

Population

displacement

and loss of

Construction

Phase

Construction

• Residential

development as

per the Building

No negative

impact.



income activities leading

to relocation

Bye Laws of

Uttrakhand.

Operation Phase

Site operation

• Project will

provide

employment

opportunities to

the local people

in terms of labor

during

construction and

service personnel

(staff, securities,

gardeners etc)

during operations

Beneficial impact

9. Traffic Pattern Increase of

vehicular traffic

Construction

Phase

• Heavy

Vehicular

movement

• Heavy

Vehicular

movement will

be restricted to

daytime only and

No negative

impact



during

construction

adequate parking

facility will be

provided

Operation Phase

• Traffic due

to people.

• Vehicular

movement will

be regulated

inside the project

with adequate

roads and

parking lots in

the site.

No major

significant impact

Environmental Monitoring Plan

It is proposed to monitor essential parameters for ambient air quality, ambient noise quality, ground water quality, and waste water

quality both during the construction and operation phases of the project. However the monitoring schedule is given in Table-18.



Table-18: Environmental Monitoring Schedule

S. No Particulars Monitoring

Frequency

Duration of

Sampling

Important Monitoring

Parameters

1 Ambient Air Quality Monitoring

Project site Once in 6 Months 24 hr continuously

except CO (8

hourly)

PM10, PM2.5,SO2, NOx &

CO

2 Stack Monitoring

DG Set – Stack Once in 6 Months 30 min SO2,

NOx, PM, CO,

Temperature, Flow rate &

Velocity of the gas

3 Ambient Noise Level

Near DG set Once in 6 Months 8 hr continuous

with 1 hr interval

Noise level in dB(A)

4 Ground/Drinking Water Quality Monitoring

Ground Water –

at project site

Once in 6 Months Grab Sampling Parameters specified under

IS:10500, 2012

5 Soil Quality

At the green belt

area

Twice in a year Samples were

collected from

three different

depths viz., 30cm,

60cm, and 100cm

below the surface

Parameter for soil quality:

pH, texture, electrical

conductivity, organic

matter, nitrogen, phosphate,

sodium, calcium, potassium

and Magnesium.

Environmental Monitoring:

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

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

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



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

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

of the proposed Project would be carried out through recognized environmental laboratories as per

the requirements of MoEF&CC, GOI and other regulatory authorities.

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

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

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

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

following environmental monitoring activities.

Wastewater Quality Monitoring and Record Keeping

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

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

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

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

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

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

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

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

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

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

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

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

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

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

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

recorded.



Noise Level Monitoring and Record keeping

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

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

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

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

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

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

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

frequency of noise level monitoring would be decided in consultation with the UEPPCB officials.

The noise level monitoring would be conducted at such a frequency that potential variations due to

various operational factors are recorded.

Awareness and Training

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

of the facility and environmental management. For successful functioning of the project, relevant

EMPs will be communicated to the residents of the project. Everyone will be made aware of

importance of their various environmental responsibilities including waste segregation and storage,

water and energy conservation, etc. This awareness will be provided through documents and

periodic meetings. They will be informed of their responsibilities for successful operation of

various environmental management schemes inside the Project premises. Relevant personnel at

site will be trained for the following:

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

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

• Operation and maintenance of Sewage Treatment Plant and recycling system

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

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

environmental monitoring, reporting and documentation needs.

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



Environmental Monitoring Program during Construction period

Based on the above, the following environmental monitoring program during construction

activities is proposed for the Project. The monitoring program would be discussed and approved

by UEPPCB are given in Table-19.

Table-19: Proposed Monitoring Program for Construction Phase of the Project

S. No. Type Locations Parameters Period and

Frequency

1. Stack Emissions

Monitoring

Stack of operating

DG set

Particulates, SO2, NO2,

CO,

As per UEPPCB’s

requirements

3.

Ambient Air

Quality

Monitoring

As per requirement SO2, NO2, PM10, PM2.5

and CO

As per UEPPCB’s

requirements

4.

Ambient Noise

Monitoring

As per requirement Noise level Leq both

during daytime and

nighttime

As per UEPPCB’s

requirements

5.

Water Quality

Testing

(Potability

testing)

(i) Any operational

borewell

(ii) One of the

Drinking Water

Point

Drinking water

parameters as per IS

10500:1991.

As per UEPPCB’s

requirements

6.

Treated

Wastewater

Quality

Inlet and outlet of the

STP

Parameters for assessing

compliance with

standards for recycling

and horticulture use

As per UEPPCB’s

requirements

Post-Project Environmental Monitoring Program

Based on the above, the following post-project environmental monitoring program is proposed for

the Project. The monitoring program would be discussed and approved by UEPPCB are given in

Table-20.



Table-20: Proposed Monitoring Program for Operational Phase of the Project

S. No. Type Locations Parameters Period and

Frequency

1. Stack Emissions

Monitoring

Stack of any

operating DG set

Particulates, SO2, NO2,

CO,

As per UEPPCB’s

requirements

3.

Ambient Air

Quality

Monitoring

As per requirement SO2, NO2, PM 10,

PM2.5 and CO

As per UEPPCB’s

requirements

4.

Ambient Noise

Monitoring

As per requirement Noise level Leq both

during daytime and night

time

As per UEPPCB’s

requirements

5.

Water Quality

Testing

(Potability

testing)

(iii) Any operational

borewell

(iv) One of the

Drinking Water

Point

Drinking water

parameters as per IS

10500:1991.

As per UEPPCB’s

requirements

6.

Treated

Wastewater

Quality

Inlet and outlet of the

STP

Parameters for assessing

compliance with

standards for recycling

and horticulture use

As per UEPPCB’s

requirements

Environmental Documentation

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

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

monitoring and operational issues. Typical documentation requirements for the “Project” are

summarized in Table-21.



Table-21.: Environmental Documentation for Operational Phase of the Project

PARAMETER PARTICULARS

Air Emissions

(incl. Noise)

• Consent to Establish from UEPPCB

• Consent to Operate for Air Emissions from UEPPCB

• Operational details of DG sets, and air pollution control equipment

including number of hours of operation, fuel usage, etc.

• Ambient Air Quality and Stack Emissions Monitoring records

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

DG sets

• Ambient Noise Monitoring Records

Water Supply • Water Quality Monitoring records

• Water Cess Returns

Wastewater Discharges • Consent to Establish from UEPPCB

• Consent to Operate for Wastewater Discharges from UEPPCB

• Details of quantity of wastewater discharged from various sources

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

sewer (if any)

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

chemical usage, in-process wastewater quality, etc.

• Wastewater Quality and Quantity Monitoring records

Waste Management • Permission for disposal of solid wastes from concern

municipality/authority

• Wastes Management Inventory including details of quantity of

wastes generated on-site and mode of their disposal

• Inventory of wastes stored on-site

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

generated)



PARAMETER PARTICULARS

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

UEPPCB

• Documentation related to off-site transportation and disposal of

hazardous wastes (including Form-9 and Form-10)

Environmental

Statement

• Submission of Environmental Statement to UEPPCB before 30th

September every year

Petroleum Storage • License from PESO for storage of HSD and other petroleum

substances (based on their quantities)

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

usage locations

• Regular integrity testing/inspection reports for the storage tanks

Table-22: Environmental Management Cost

COMPONENT CAPITAL COST (RS. IN LACS)

RECURRING COST (RS. IN LACS)

Sewage Treatment Plant 36 18 Rain Water Harvesting System 6 0.7 Solid Waste Management 6 1 Environmental Monitoring - 7 Green Area 0.43 0.1 Others (Energy saving devices, miscellaneous) 30 4.5

Total 78.43 31.3

Group Housing Project “Green View Blossom” at Khasra No.- 517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand.


CONCEPTUAL PLAN

1. INTRODUCTION

M/s Phoolchand Infrastructure Pvt Ltd has proposed to Developed Group Housing Project “Green View Blossom at Khasra No.-517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand. The Proposed project will be developed on the total plot area of 8,820 m2 & the Net Plot area is 8,566.60 m2 as the 253.40 m2 area is left for road widening. The built up area of the proposed project is 27,442.30 m2. The S.B Realtek Private Limited sale down its three property to Phoolchand Infrastructure Private Limited in total amount of Rs. 99,28,000, 1,27,16,000 and 1,59,12,000 respectively. The copy of sale deed is attached as Annexure- I. The copy of Khatauni is attached as Annexure-II. Earlier the M/s Phoolchand Infrastructure Pvt Ltd had develop the Residential Building “Green View Blossom” on the same plot area measuring land area 8,820 m2 & the Net Plot area is 8,566.60 m2 as the 253.40 m2 area is left for road widening and built up area of two block is less than 20,000 sq.m. As per EIA Notification 2006, if project having built up area less than 20,000 sq.m. it’s not come under the applicability of Environmental Clearance. In impression of above, proponent had started construction at site. But as per the management decision, there is some modification in the design of building and now it is decided to construct one more block and hence the built-up area has been changed to 32,750 sq.m. Therefore, M/s Phoolchand Infrastructure Pvt Ltd now applying for the environmental clearance but construction work is not going on at project site. Site photographs are shown below:-



The Project is designated under Category “B” and falls under Item 8(a) (Building & Construction Project) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and its subsequent amendments. 2. SITE SURROUNDING & CONNECTIVITY

The proposed project site is surrounded by Danda Nooriwala, Brahmawala, Aman Vihar, and Chironwali within 5km of the area of proposed project site. Site surroundings and Connectivity details of the proposed project are given in Table-1.

Table-1: Site Surroundings and Connectivity Details

S. No. Connectivity & Site Surroundings

Description Distance and Direction

1 Nearest Railway Station Dehradun Railway Station Harrawala Railway Station

5.66 Km, towards SW. 9.79 Km, towards South.

2 Nearest Airport Jolly grant Airport 20.19 Km, towards SSE.

3 Nearest Settlement

Danda Nooriwala Brahmawala Aman Vihar Chironwali

600.41 m, towards NE. 593.25 m, towards ESE. 562.64 m, towards North 985.89 m, towards SW

4 Nearest Highway/Roads

SH-55 SH-49 Sahastradhara Road Rajpur Road Aman vihar road Dhoran Road

2.36 Km towards North 7.23 Km towards South Adjacent to site, towards East. 1.26 Km, towards West. 1.50 Km towards SW. 1.63 Km, towards NNE.

5 Water Bodies Song River Sahastradhara

710.5 m , towards North 6.57 Km, towards NE

6 Nearest School & College

Blind’s School Touch wood School Him Jyoti School Delhi Public School ONGC Academy Forest Research Institute Survey of India

614.35 m, towards W 319.64 m, towards NE 719.82 m, towards NW 1.39 Km, towards WSW 5.42 Km towards West 7.52 Km towards WSW 3.63 km towards SSW

7 Nearest Hospital

RG Stone urology & Laparoscopy Hospital Ayurmax Hospital Military Hospital Dehradun Garhi Cantt

3.22 Km, towards SW 6.55 Km, towards SW 5.52 Km towards SSW

8 Places of worship Bala Sundari Mandir Shiv Mandir SAI Mandir

1.0 Km, towards NW 1.22 Km, towards West 3.41 Km, towards NNE



9 Reserved Forest


3.21 Km, towards East 6.57 Km, towards East 5.10 Km, towards North 7.03 Km, towards NE 7.24 Km, towards NW

10 Industrial area Dehradun Industrial Area 7.21 Km, towards SSW Source: Google Earth

A Google Map of 500 m buffer map showing the surrounding area of the proposed project is shown in Figure-1. The topographical map showing the surrounding area within 8 km radius is shown in the Figure-2.



Figure-1: Google Map of 500m radius showing surroundings of the area



Figure-2: Topographical map (Survey of India) of 10 km radius showing surrounding area


Consultant- Ascenso Enviro Pvt. Ltd. Page 6 of 30

3. PROJECT LOCATION AND DESCRIPTION

M/s Phoolchand Infrastructure Pvt Ltd. has proposed to Developed Group Housing Project “Green View Blossom at Khasra No.-517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand. It is surrounded by Danda Nooriwala, Brahmawala, Aman Vihar, and Chironwali within 5 km of the area of proposed project site.

Figure-3: Location Plan of the Proposed Project site



The coordinates of the project boundary along with the Centre of the project site is given below in the Table-2.

Table-2: Coordinates of the Project Boundary

Latitude Longitude Centre of the Plot 30°21'1.39"N 78° 4'34.63"E Corner-I 30°21'3.36"N 78° 4'31.70"E Corner-II 30°21'0.58"N 78° 4'38.48"E Corner-III 30°20'59.22"N 78° 4'37.70"E Corner-IV 30°21'1.77"N 78° 4'31.64"E Corner-V 30°21'2.18"N 78° 4'31.75"E Corner-VI 30°21'3.01"N 78° 4'31.54"E

The project envisages construction of dwelling units for the Residential purpose, Community area and Commercial area. The building will have two basements meant for services and parking purposes and 862.32 m2 areas is to be developed as landscaped. The area details are given in Table-3.



Table-3: Area details of the proposed project

S. No Area Statement New Plan ( in Sq.m) %

1 Total Plot Area 8,820.00

Road Widening Area 253.40

Net Plot Area 8,566.60 100% of net plot area

2 Permissible Ground Coverage @35 2,998.31 35% of net plot area

3 Proposed Ground coverage @33.11 2,836.50 33.11% of net plot area

4 Permissible F.A.R @2.1 17,989.86 210 % of net plot area

5 Purchasable F.A.R @0.3 2,552.26 29.79% of net plot area

6 Total Proposed F.A.R 20,542.12 239.79% of net plot area

Lower Ground Floor 427.26 4.99% of net plot area

Ground Floor 2,836.50 33.11% of net plot area

First Floor 2,646.78 30.90% of net plot area

Second Floor 2,211.10 25.81% of net plot area

Third Floor 2,624.41 30.64% of net plot area

Fourth Floor 2,624.41 30.64% of net plot area

Fifth Floor 2,624.41 30.64% of net plot area

Sixth Floor 2,624.41 30.64% of net plot area

Seventh Floor 1,224.18 14.29% of net plot area

Eighth Floor 698.66 8.16% of net plot area

7 Total Non F.A.R Area 12,207.88 142.50% of net plot area

1st Basement/Upper Basement area 3,425.55 39.99% of net plot area

2nd Basement/Lower Basement Area 3,425.55 39.99% of net plot area

Guard Room/ Meter Room/ Switch Room 49.08 0.57% of net plot area

Services area 5,307.70 61.95 % of net plot area

11 Total Built up Area 32,750

12 Open area 5,730.10 66.89 % of net plot area

13 Required Green area @10% 856.660 10% of net plot area

14 Proposed Green area @10.06% 862.32 10.07% of net plot area

15 Paved Area 4,867.78 56.82% of net plot area

The Site Layout plan is attached as Annexure– III



4. POPULATION DETAIL

Total population of the proposed project will be 1,961 which include the population of Residential Apartment, Convenient Shops, Community Population, staff &Visitor Population. Breakup of the population is given in Table-4.

Table-4: Calculation of Population

S. No. Types No of unit / Area in sq.m

Person Per Unit Population

1. Residential Population

220 unit 5 person/du 1100

2. Commercial Population 1 person/3 sq.m …. 433

3. Community Population 1 person/1.5 sq.m …. 147

4. Staff …. 113

5. Visitors …. 168 Total Population 1961

*Source- National Building Code, 2005

6. DETAIL OF BUILDING BLOCK

The Project envisages construction of 1 Tower with 3 Block along with the convenient shops and community center. The building will have basement, side setback & Bay parking. Details of Building Blocks are given in Table 5.

Table 5: Details of Building Blocks

S. No Floor wise Block A Block B Block C Total 1 Lower Ground Floor …. …. 427.26 427.26 2 Ground Floor 552.35 1442.36 841.79 2836.5 3 First Floor 525.52 1400.23 721.03 2646.78 4 Second Floor 525.52 1400.23 285.35 2211.1 5 Third Floor 525.52 1400.23 698.66 2624.41 6 Fourth Floor 525.52 1400.23 698.66 2624.41 7 Fifth Floor 525.52 1400.23 698.66 2624.41 8 Sixth Floor 525.52 1400.23 698.66 2624.41



9 Seventh Floor 525.52 …. 698.66 1224.18 10 Eighth Floor …. …. 698.66 698.66 11 Total 4230.99 9843.74 6467.39 20542.12

Block A

S. No. Unit Area No. of D.U Total Area 1 A1 87.74 16 1403.84 2 A2 117.98 8 943.84 3 A3 121.06 8 968.48 4 A4 81.13 8 649.04 6 Total 407.91 40 3965.2

Block B

S. No. Unit Area No. of D.U Total Area 1 B1 102.93 28 2882.04 2 B2 101.68 14 1423.52 3 B3 79.78 28 2233.84 4 B4 85.01 14 1190.14 5 B5 83.45 14 1168.3 6 Total 452.85 98 8897.84

Block C

S. No. Unit Area No. of D.U Total Area 1 C1 65.25 29 1892.25 2 C2 61 23 1403 3 C3 40.64 12 487.68 4 C4 23.43 12 281.16 5 C5 49.04 6 294.24 6 Total 239.36 82 4358.33

The floor plan of Block A, Block B and Block C are attached as Annexure- IV (A), IV (B)

and IV (C) respectively.

6. ROAD & PARKING DETAILS Internal Road - Project has 3.6 meters wide drive way at the periphery and inside the premises. External Road – 22 meters wide existing Sehastradhara roads and 33 meters wide master plan road are adjacent to the Project site in East Direction.



Entry/exits provided in the Building Premises – 1 exit/entry points has been proposed in the project. Setbacks: 7 meters wide set in all four directions is provided Parking Details – The total parking proposed is 292 ECS. The details of parking required and proposed are given below:

Table-6: Parking Details

As Per Uttrakhand Bye Law E.C.S Parking Required: For Residential 1.25 ECS/100 sq.m of Coverage Area F.A.R of the Residential (20542.12 sq.m) 256 2.50 ECS/100 sq.m of Coverage Area F.A.R of the Commercial area on ground & first floor of Block C (1298.62 sq.m)

32

2.00 ECS/100 sq.m of Coverage Area F.A.R of the Club area of Block C (219.93 sq.m) 4 Total ECS required 292 Parking Required for Visitors 10% of total Parking Required 29.2 Parking Proposed:

Parking Shown in Upper Basement ( 3,425.55 sq.m) Upper Basement 107

Parking Shown in Lower Basement (3,425.55 sq.m) 107

Lower Basement Parking area provided in Side setback @ 1 ECS/23 Sq.m Area (1373.51+1783.22)/2 = 1578.36 69

Parking area provided in Bay 9 Total Proposed Parking 292



Basement parking plan is attached as Annexure – V. Basement circulation plan is attached as Annexure – VI.

7. LANDSCAPE DEVELOPMENT Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution. Calculation of green area for proposed project is given in Table-7. Table-8 indicates various suggested species to be used in greenbelt development.

Table-7: Calculation of Green Area

Total Plot area 8,820 m2

Net Plot Area 8,566 m2

Open Area 5730.10 m2 Landscape area required@10% of net plot area 856.66 m2 Landscape area provided@ 10.07% of net plot area 862.32 m2

Number of trees proposed (1 tree per 80 m2 of net plot area) 108 trees



Table-8: Suggested Species to be used for Greenbelt Development of Project Site

S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement

Scientific Name English Name Common Name

1. Emblica officinalis Gaertn. Gooseberry Amla Phyllanthaceae

• Fast growing and deciduous species. • Flowering in June-July and also in Feb.,-April. • Fruits are edible and used for making juice. • Tolerant to air pollution and atmospheric dust.

2. Azadirachta indica A. Juss. Indian Lilac Neem Meliaceae

• Fast growing after 1st season and evergreen. • Flowering in March-May. • Leaves have high medicinal and insecticides

properties. • Tolerant to air pollution especially SO2 and dust

control. • Good insecticide property and purify the

environment.

3. Eucalyptus citriodora Hook.

Lemon Scented Gum Safeda Myrtaceae

• Very tall and fast growing evergreen species. • Generally grow in dry land but may be in water

logged areas.

4. Cassia fistula Linn. Indian Laburnum Amaltas Caesalpiniaceae

• Fast growing and deciduous species. • Flowering in March-May. • Tolerant to air pollution, dust control and noise

barrier.

5. Albizia lebbeck (Benth)

Black Siris Tree Siris Mimosaceae • Fast growing and deciduous species.

• Tolerant to dust and SO2 in the atmosphere.

6. Callistemon lanceolatus - Bottle Brush Myrtaceae

• Slow growing and evergreen species. • Flowering throughout the year. • Beautify the surrounding environment during


7. Butea monospermaLamk

Flame of the Forest Dhak Fabaceae

• Slow growing species, flowering throughout the year especially in the month of April.

• Tolerant to air pollution and dust control in




Scientific Name English Name Common Name atmosphere.

8. Syzygium cumini Linn. Black Plum Jamun** Myrtaceae

• Fast growing and evergreen species. • Flowering in March-May and fruits are edible. • Tolerant to air pollution and atmospheric dust and

noise.

9. Morus alba Linn. Mulberry Shahtoot Moraceae

• Fast growing, evergreen, flowering in Feb.,-June. • The fruits are edible. • Tolerant to air pollution and dust control. • Species have good foliage cover.

10. Aegle marmelos Lohy Fruit Tree Belpatri Rutaceae

• Slow growing, deciduous, flowering in May-July. • Fruits used for making juice. • Tolerant to air pollution.

11. Zizyphus mauritiana Var. Fruticosa Indian Jujube Ber Rhamnaceae

• Early fast growing, evergreen, flowering in April-October.

• Fruits are edible. • Tolerant to air pollution and atmospheric dust.

12. Ficus religiosa Linn. - Peepal* Ficaceae

• Grow slow in early stage and late grow very fast. • Evergreen species can grow with seeds and

cuttings. • Highest oxygen releasing species (about 1024

Kg/hour) and provide good shelter due to excellent canopy regime..

• Tolerant to air pollution, atmospheric dust and noise barrier.

13. Mangifera indica Linn. Mango Aam Anarcadiacea

• Fast growing, evergreen, flowering in Feb.,-April. • The fruits are edible and used for making pickle,

pickle, ketchup etc. • Tolerant to air pollution and dust control. • Good noise barriers.




Scientific Name English Name Common Name

14. Delonix regia (Bojer) Rafin

Flame Boyant

Red Gulmohur

Caesalpinaceae

• Fast growing and deciduous. • Flowering in April-June. • Tolerant to air pollution. • Beautify the surrounding during peak flowering

season.

15. Jacaranda mimosaefolia - Blue Gulmohar Bignoniaceae

• Fast growing and deciduous, • Flowering in April-June. • Tolerant to air pollution and dust. • Beautify the surrounding environment during


16. Callistemon citrinus (Curtis) Stapf

Scarlet Bottle Brush Bottle brush, Myrtaceae

• Slow growing and evergreen. • Flowering throughout the year. • Beautify the surrounding during peak flowering

season.

17. Bauhinia purpurea Linn. Butterfly Tree Kachnar Caesalpiniaceae

• Fast growing and deciduous. • Flowering in Sep.,-November. • Tolerant to air pollution and dust. • Beautify the surrounding during peak flowering

season.

18. Royastonia regia Kunth Royal Palm - Arecaceae • This is an ornamental tall sized plant usually

planted in laws and gardens.

19. Cycus revoluta Cycus Sago Palm Cycadaceae • It is very good for planting in the lawns and

rockeries and in pots in large containers in juvenile stages.

20. Ficus banjamina Linn. Chilubar - Ficaceae

• Fast growing and evergreen species. • Flowering in September-November. • Beautify the surrounding environment during

peak flowering season. 21. Ficus panda - - Ficaceae • It is a good choice for both beginner and




Scientific Name English Name Common Name experienced gardeners.

• This plant can really thrive indoors as it's relatively tolerant to less than ideal lighting and can even handle poor soil conditions.

22. Calliandra brevipes - - Mimosaceae • Fast growing and evergreen species. • Tolerant to air pollution and dust control. • Beautify the surrounding environment.

23. Cassia biflora - - Caesalpiniaceae

• The flowers are ornamental plants for parks and gardens.

• Elegant flowering shrub. Magnificent flowers. Repeated blooms throughout the year.

• Tolerates a wide range of climates and temperatures, though it tends towards loving warmth.

24. Bauhinia accuminata Dwarf White Bauhinia - Fabaceae • This is a decorative species of flowering shrub

used for environmental beautification.

25. Carissa carandas Karonda - Apocynaceae

• The fruits are edible. • The plant is grown from seed sown in August and

September. Vegetative propagation also is practiced in the form of budding and inarching. Cuttings may also succeed.

26. Hamelia patens Jacq. Scarlet Brush - Rubiaceae • Fast growing, evergreen, tolerant to air pollution and environmental beautification.

27. Hibiscus rosa-sinensis Linn. - - Malvaceae

• Fast growing and deciduous ornamental shrub. • Tolerant to pollution and environmental

beautification due to attractive flowers.

28. Thevetia peruviana Yellow Oleander - Apocynaceae • Fast growing and evergreen species.

• Used as ornamental shrub near boundary or gates. 29. Nerium oleander Pink Oleander Kaner Apocynaceae • Fast growing, spreading and evergreen shrub.

http://en.wikipedia.org/wiki/Grafting




Scientific Name English Name Common Name Mill. (Dwarf) Used for screens, informal hedges, beach

plantings and cityscapes. • It can be formed into very attractive small trees

for environmental beautification.

30. Adenocalymma alliaceum Wild Garlic Ajos sacha Bignoniaceae An evergreen shrubby vine having ornamental and

medicinal properties.

31. Quisqualis indica Linn.

Rangoon Creeper

Madhumalti (Orange) Combretaceae

The plant is used as an herbal medicine. Decoctions of the root, seed or fruit can be used as antihelmintic to expel parasitic worms or for alleviating diarrhea.

32. Clerodendron spelendence

Dark Red Flower Clerodendron

- Lamiaceae Fast growing and used for ornamental purpose.

33. Clematis montana White anemone clematis

- Ranunculaceae

The species can be deciduous or evergreen shrubs or herbaceous perennials, mostly climbing by twining leaf-stalks, and often with showy flowers. Some have attractive fluffy seed-heads in autumn.

34. Bougainvillea spectabilis Willd.

Begum Sikander Baugainvillea Nyctaginaceae

• Fast growing and evergreen species. • The Baugainvillea have gained popularity all over

the World due to their tolerance of various environmental conditions, richness and versatility.

• Tolerant to air pollution (especially dust particles) and environmental beautification.

35. Murraya exotica Orange Jasmine Kamini Rutaceae

• The specie has aromatic foliage. • The white bell-shaped flowers with a heady scent

of Orange Jasmine

36. Duranta erecta Golden Duranta Duranta Verbenaceae, • Ornamental and beautify environment.

37. Clerodendron inerme Glory Bower - Lamiaceae • Fast growing and very much branched, straggling




Scientific Name English Name Common Name species used for hedge.

• Terminal branches very often twining slender, twigy, dark green and form dense bush on the river banks and river slopes. It also grows well on the beach, tolerating all the salty water sprays.

38. Asparagus densiflorus ‘Sprengeri’

Emerald Fern - Liliaceae

It is used for ornament of pillars, posts, tree trunks and arches.

Small growing species are grown in pots. Asparagus densiflorus

‘Sprengeri’ is specially used for hanging baskets.

39. Juniperus communis Common Juniper - Pinaceae Fast growing and evergreen and flowering in

March-April.

40. Crassula ovata (Mill.) Druce

Friendship Tree Jade Crassulaceae

This is an evergreen species with thick branches and thick, shiny,

Smooth, leaves that grow in opposing pairs along the branches.



8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the proposed project is discussed below. 8.1 Water requirement during Construction phase Water requirement during the Construction phase will be met by treated water from CSTP /Private Water tanker suppliers. 8.2 Water requirement during operation phase

Water requirement during the operational phase will be met through Municipal supply. The total water requirement for the proposed project has been estimated to be 134 KLD. This includes domestic water requirement, flushing, landscaping, swimming pool and for firefighting tank. The total fresh water requirement is 79 KLD which includes domestic water requirement. The water requirement for flushing, landscaping will be met through treated water from STP. Details of break-up of water requirement are given in Table-9.



Table - 9: Details of water requirement

S. No. Description No. of

units/Area in s.qm.

Unit Population Population Unit water

consumption (litres)

Total water

required (kld)

water requirement for domestic

use (kld)

Flushing water (kld)

Total Wastewater

(kld)

1 Main Dwelling units 220 5 1100 86 94.6000 71.500 23.100 80.300 2 Commercial Population 1298.62 3 433 30 12.9862 3.896 9.090 12.207 3 Community Population 219.93 1.5 147 30 4.4100 1.323 3.087 4.145 4 Staff 113 30 3.3900 1.017 2.373 3.187

5 Visitor (10 % of the residential Population ) …. ….. 168 15 2.5198 1.008 1.512 2.318

6 Swimming Pool Water Makeup (one time) ….. …… ….. ….. 6.0000 …. …. ….

7 Horticulture 862.32 3 liter/sq.m. of

Landscape area … 3 2.5870 … … …

8 DG Sets 1005 1 Ltrs/KVA/6 hrs. …. 6 6.0300 … … …

9 Fire fighting …. 1% of total water

requirement …. … 1.3252 … … …

TOTAL 133.8482 78.744 39.162 102.157 say 134 say 79 say 40 say 102



8.3 Wastewater Generation

The total estimated quantity of wastewater to be generated from proposed project is 169 KLD. Calculation of wastewater generation is shown below in Table-10.

Table-10: Calculation of Wastewater Generation

Details Water (KLD) Water requirement for domestic purpose 79 Wastewater to be generated from domestic use (@ 80% of domestic water requirement) 63

Water requirement for Flushing Purpose 40 Wastewater to be generated from Flushing (@ 100% of flushing requirement) 40

Total Wastewater generated 63+40 =103 KLD

Water balance diagram for Non-Monsoon is given in Figure-4 and for Monsoon is given in Figure-5.



Figure - 4: Water balance diagram for Non- Monsoon season

All Figure are in KLD

Total fresh water requirement

= 79

Total water requirement = 134

Domestic water requirement

= 79

Domestic wastewater generation (@80%)

= 63

Fire Tank water requirement (One time requirement)

= 1

Flushing water requirement

= 40

Flushing waste water generation(@100%)

= 40

Total waste water generation (63+40)

= 103

STP Capacity 20% more than Total watse

water generation =123

Recycled water

= 83

Landscaping water

= 3

Discharge to sewer/Used

for nearby construction site = 34

DG Cooling = 6

Swimming pool requirement = 6



Figure - 5: Water Balance diagram for Monsoon season

All Figure are in KLD

Total fresh water requirement

= 79

Total water requirement = 134

Domestic water requirement

= 79

Domestic wastewater generation (@ 80%)

= 64

Fire Tank water requirement (One time requirement)

= 1

Flushing water requirement

= 40

Flushing waste water generation (@ 100%)

= 40

Total waste water generation (64+40) = 104

STP Capacity 20% more than Total watse

water generation = 123

Recycled water

= 83

Discharge to sewer/Used for

nearby constrction site = 37

DG Cooling

=6

Swimming pool requirement = 6



Reuse of Treated Water:

Total waste water generated is 103 KLD, which will be treated in the onsite STP of capacity 20% more than the waste water generated i.e. 123 KLD. The treated water available is 83 KLD (@ of 80%) and it will be recycled and re-used for flushing and irrigation of landscape area. During the non-monsoon season, treated water will be used in Flushing, DG cooling & landscaping management and during the monsoon season, as there will be no requirement of water for landscaping, and the excess treated water depending up on requirement will be discharged into the sewer line. The details of recycled water uses are provided in Table-11 below.

Table–11. Recycled Water Uses

Season Treated Water Flushing DG Cooling Landscaping Discharge to sewer

Non-Monsoon Season

83 KLD 40 KLD 6 KLD 3 KLD 34 KLD

Monsoon Season 83 KLD 40 KLD 6 KLD 0 KLD 37 KLD

Wastewater Treatment Scheme

The waste water generated will be treated in the Sewage Treatment Plan, and the capacity of Sewage Treatment Plant (STP) will be 1.2 times higher of waste water generated as per CPCB norms i.e. 123 KLD. The proposed STP is based on Fluidized Aerobic Bio-Reactor (FAB). 9. STORM WATER DRAINAGE The storm water disposal system for the premises shall be self-sufficient to avoid any collection/ stagnation and flooding of water. Maximum harvesting will be done within the site. Therefore, it has been decided to provide sufficient rain water harvesting at selected locations, which are liable to catch the maximum run-off from the area. Following are some measures for Storm water disposal:

1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes.

2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging.



3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain.

4) The annual rainfall intensity of 11mm/hr shall be considered for designing the storm water drainage system.

5) The entire site is provided with extensive planned underground drainage system with

gravity connections to the Recharge pits. Overflow from last Recharge pit shall be connected to water Drain line. The arrangement provides appropriate protection to the site against flooding.

The Plumbing Plan is attached as Annexure- VII.

The Plumbing plan of Block A is attached as Annexure- VIII.

The Plumbing plan of Lower Basement is attached as Annexure- IX. 10. RAINWATER HARVESTING

Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be stored for direct use or for recharging the ground water. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface ground water reservoir by adopting artificial recharge techniques.

Advantages:

To meet the ever increasing demand for water.

To avoid flooding of roads.

To augment the ground water storage and control the decline of water table levels.

To reduce ground water pollution.

To improve the quality of ground water.

To reduce the soil erosion.

To supplement domestic water requirement during summer, drought etc.

Improves the quality of ground water through dilution when recharged to ground water.

In saline areas, rain water provides good quality water and when recharged to ground

water, it reduces salinity and also helps in maintaining balance between the fresh-saline

water inter-faces.

Rainwater Harvesting Calculation for the proposed project is given in Table-12 and Table-13.



Table-12: Runoff Calculation of the Area

Table-13: Numbers of Pits Calculation

Diameter of recharge pit 3 Depth of recharge pit 3.5 Volume of 1 recharge pit 24.72 No. of Pits required 0.67 Say 1 pit

No. of Pits Proposed 2

As per the calculation provided above, the nos. of RWH Pits is required say 1 pit, and we have proposed 2 nos. of RWH pits.

11. POWER REQUIREMENT

The total electrical load demand has been estimated to be 800 KW or 1000 KVA. In case of power failure, 2 DG sets of total capacity of 1005 KVA (1*625+ 1*380 KVA) will be provided as power back-up. The DG sets will be of air cooled. The DG sets will be provided with acoustic enclosure. Adequate stack heights of D.G. Sets will be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB) to facilitate natural dispersion of exhaust gases as the calculation for the stack height is given below considering height of the building. Calculation of DG Stack Height:

S.No. Type of Surface

Catchment Area (m2)

Runoff Coefficient

Intensity of Rainfall (mm/hr)

Intensity of Rainfall

(m/hr)

Runoff (m3 /hr)

1. Total Roof / Terrace Area 2836.50 0.8 11 0.011 24.96

2. Green Area 862.32 0.2 11 0.011 1.89 3. Paved Area 4867.78 0.75 11 0.011 40.15 Total Runoff (m3 /hr) 67



H = h + 0.2 √ (capacity of DG in KVA.)

Where: H = Total height of stack in meter. h = Height of the building in meters where the generator set is installed. KVA = Total generator capacity in the set of KVA. For DG set of 625 KVA H = h+0.2 √625 H = h+0.2 x 25 H = h+5 or say 5 meter For DG set of 380 KVA H = h+0.2 √380 H = h+0.2 x 19.49 H = h+3.89 or say 4 meter Stack Height for 2 D.G. set capacity more than 1005 KVA: H=14*Q0.3 ------- (As per CPCB norms for D.G. sets commissioned after 1.7.2003) Where, H= Maximum Stack Height in Meter (m) Q= Total SO2 emissions from D.G. sets in kg/hour

Sulphur content in HSD =0.25% Density of HSD= 0.85 kg/liter D.G. Set Capacity = (1*625+ 1*380) = 1005 KVA Fuel Consumption for Three D.G set capacity of 1005 KVA = 210 lit/hour = 210 lit/hour Sulphur content in HSD =0.25% Density of HSD= 0.85 kg/liter Emission of Sulphur = 0.525 Lit/hour * 0.85 Kg/Lit * (0.25/100) =0.89 Kg/hour Q = 0.89*2 = 1.78 Kg/hour ---------- (2 is the valency of Sulphur in SO2) Applying, H= 14*Q0.3 = 14*(1.78)0.3 = 16.64 m



We suggest 6 meter above the max. height of the building 12. SOLID WASTE GENERATION AND MANAGEMENT

The project will adopt a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per amended Solid Waste Management Rules, 2016. The domestic solid waste will be generated by the occupants of the Residential Apartments, Club & Floating Population, Staff Population and Commercial Population; pertains to the two categories, Bio-degradable and Non-biodegradable. These solid wastes will be collected separately by putting three types of separate bins at the source of generation. For the biodegradable waste green bins will be provided, for the recyclable waste blue bins and for the non-recyclable waste dark grey bins will be provided. It is estimated that maximum solid waste generation would be about 624 kg / day and 74 kg of sludge (wet basis). Following solid waste generation rate has been considered as given in Table-14.

Table-14: Proposed Solid Waste Generation Calculation

S. No. Category of Solid Waste

Waste Generation Rate

Formula Total Population

Waste Generated

1 Residential Refuse

0.3 to 0.6 kg/cap/day Total Population*0.45

1100 495

2 Convenient Shops Refuse


432 64.931

3 Community Refuse


147 22.05

4 Staff 0.1 to 0.3 kg/cap/day Total Population*0.15 113 16.95

5 Visitor 0.1 to 0.3 kg/cap/day Total Population*0.15

168 25.19

6 Total 624.1291

624 kg/day *Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India. The E-waste generated will be managed as per the E-waste Management Rules 2016.

The detailed Solid Waste Generation Management Plan is provided in Figure-6 below:-



Figure- 6: Solid Waste Management Plan

13. FIRE FIGHTING SYSTEM

The firefighting system in the proposed project site will be done according to part 4 of National Building Code 2005. Following provisions are required to be made according to National Building Code 2005. The firefighting system has been designed considering the following codes, manual and guidelines;

• Part 4 (Fire & Life safety) of National Building Code of India (NBC); • Latest relevant NFPA codes, USA, in particular NFPA – 13, 14, 20 & 22; • IRI guidelines; • As per requirement of fire officer/local fire approving authorities; and

WASTE

Organic Waste:

- Waste from cafeteria. - Waste from green belt and landscape Solid Wastes Management Rule2016

Inorganic waste:

- Plastic waste - Metal waste. - W aste from street sweeping - Solid Wastes Management Rule, 2016

Hazardous waste:

- Used Oil from DG Sets Hazardous And Other

Wastes ( Management, And Transboundary Movement) Rule, 2016

E - waste:

- Information technology and telecommunication equipments - Consumer electrical and electronics

Disposed to MSW sites for composting.

It will be temporary stored at the site.

Will be disposed off through private waste collecting vendors after temporary storage at site. Temporary storage to be enabled through a 2 m x 2 m x 1m blue colored bin.

Infrastructure required: 1) Trolleys – 5 2) Blue Bins – 2

Will be disposed through recycler authorized by Central Pollution Control Board. On each disposal , Form 13 will be maintained and returns will be filled in Form 4 to the Pollution Control Board

Infrastructure required: 1) 2 x 200 liter barrel

with proper marking 2) Secondary

containment in basement

Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e - waste generated through Form 2 as per the E - Waste Management Rule, 2016

Electronic waste: - CFL Lamps - Fluorescent tubes

As per CPCB Guideline for Environmentally Sound Mercury Management in Fluroscent Lamp Sector

Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e - waste generated through Form 2 as per the E - Waste Management Rule,2016



• As per Indian Standard Code for Fire Protection (IS Codes) The firefighting plan of Block A, Block B and Block C are attached as Annexure- X (A), X (B) and X(C) respectively. 14. DETAIL OF CONSTRUCTION MATERIAL

List of building materials being used at site:

1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Fly Ash 7. Reinforcement steel 8. Plywood & steel shuttering 9. Pipe scaffolding (cup lock system) 10. Bricks 11. Marble 12. P.V.C. conduit 13. MCBs/DBs 14. PVC overhead water tanks 15. Pave tiles 16. GI pipe 17. Wastewater lines 18. S.W. sewer line up to main sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen 21. Insulated glass on external facade with ACP 22. Joinery hardware

List of Machinery to be used during Construction is as follows:

1. Dumper : Shall be used for mud and material handling

2. Concrete mixer with hopper : For RCC work

3. JCB/Pock line : Shall be used for digging and earth work

4. Concrete Batching Plant : Will be used for concrete mixing

5. Road roller : For compacting the earth