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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
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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
Group Housing Project “Green View Blossom” at Khasra No.- 517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand
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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
kctripathi2@gmail.com
0120-4150373
Name
Designation(Owner/Partner/CEO)
Address
Pin Code
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
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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
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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
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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,
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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
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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.
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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
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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
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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
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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-
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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
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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
Details thereof (with approximate quantities/rates, wherever possible) with source of information data
5.1 Emissions from combustion of fossil fuels from stationary or mobile sources
Yes The 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
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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
Details thereof (with approximate quantities/rates, wherever possible) with source of information data
6.1 From operation of equipment e.g. engines, ventilation plant, crushers
Yes 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
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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
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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
Details thereof (with approximate quantities/rates, wherever possible) with source of information data
8.1 From explosions, spillages, fires etc from storage, handling, use or production of hazardous substances
No This is basically a construction project and does not involve major hazardous construction activity. Hence, chances of explosions, spillages, fires are minimal. During construction, all the 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
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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
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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
Raipur RF Bandal RF Rajpur RF Chamasari RF Galjwari RF
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
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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
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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
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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.
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Figure-2: Location Plan of the Proposed Project site
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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.
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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:
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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.
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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.
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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
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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.)
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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.
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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.
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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.
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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
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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.
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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.
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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
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Figure-7: Water Balance Diagram for Non-Monsoon Season
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Figure-8: Water Balance Diagram for Monsoon Season
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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)
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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
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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
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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.
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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.
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Figure 9: Hydrological map of Dehradun
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Source: CGWB 2011
Figure-10: Depth to Water level (Pre - Monsoon)
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Source: CGWB 2011
Figure-11: Depth to Water level (Post - Monsoon)
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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.
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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
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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
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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.
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• 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.
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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
• 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
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
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S. No. Species Suggested for Plantation Family Salient Features and Role of Species in
Pollution Abatement
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.
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S. No. Species Suggested for Plantation Family Salient Features and Role of Species in
Pollution Abatement
Scientific Name English
Name
Common
Name
• The fruits are edible and used for making
pickle, pickle, ketchup etc.
• Tolerant to air pollution and dust control.
• 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.
• Beautify the surrounding environment during
peak flowering season.
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
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S. No. Species Suggested for Plantation Family Salient Features and Role of Species in
Pollution Abatement
Scientific Name English
Name
Common
Name
peak flowering season.
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
• 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 - Apocynaceae • Fast growing and evergreen species.
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S. No. Species Suggested for Plantation Family Salient Features and Role of Species in
Pollution Abatement
Scientific Name English
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
• 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
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S. No. Species Suggested for Plantation Family Salient Features and Role of Species in
Pollution Abatement
Scientific Name English
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
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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:
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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
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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
Use of water sprays to
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
Use of water sprays to
moisten road surfaces during
dry weather.
Use mechanical road
sweepers during dry weather,
to, limit visible dust
emissions. Restrict vehicle
speeds through signage/staff
training.
Use of covered conveyors to
transport material around the
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
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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
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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
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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.
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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.
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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,
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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
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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.
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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
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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.
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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?
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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
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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.
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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
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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
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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.
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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.
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.
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.
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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
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• 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?
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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.
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
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• 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
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• 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.
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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
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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:
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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.
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• 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,
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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.
•
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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.
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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.
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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
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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.
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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.
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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.
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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.
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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.
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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.
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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
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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.
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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
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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.
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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.
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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.
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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.
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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)
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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
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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:-
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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
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9 Reserved Forest
Raipur RF Bandal RF Rajpur RF Chamasari RF Galjwari RF
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.
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Figure-1: Google Map of 500m radius showing surroundings of the area
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Figure-2: Topographical map (Survey of India) of 10 km radius showing surrounding area
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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
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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.
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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
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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
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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.
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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
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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
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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
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
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S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement
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.
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S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement
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
peak flowering season.
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
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S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement
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.
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S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement
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
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S.No. Species Suggested for Plantation Family Salient Features and Role of Species in Pollution Abatement
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.
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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.
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 20 of 30
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
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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.
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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
Group Housing Project “Green View Blossom” at Khasra No.- 517, 518 & 384 Dhoran Khas, Pargana Parwadoon, District Dehradun, Uttrakhand.
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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
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 24 of 30
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.
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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.
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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
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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
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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
0.1 to 0.3 kg/cap/day Total Population*0.15
432 64.931
3 Community Refuse
0.1 to 0.3 kg/cap/day Total Population*0.15
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:-
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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
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• 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
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