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Form 1 & 1A, ToR Compliance and EIA REPORT
Group Housing “SPAZE PRIVY AT4”
at
Village – Sihi, Sector - 84, Gurgaon, Haryana
TOR letter no.: F.No. 23-32/2018-IA-III dated 04 April 2018
Total Built Up Area: 1,18,795.578 m2
Category:8(a)
Baseline Season: February 2018
Baseline Data Collection by: Perfact Researches Pvt. Ltd.
Damage Assessment Prepared by: Perfact Researches Pvt. Ltd.
Cost of Project: Rs. 170.23 crores
Being Developed by:
M/s Spaze Towers Pvt. Ltd.
Spazedge Commercial Complex, Sector-47,
Sohna Road, Gurgaon
Contact person: Mr. Dhiraj Malik
Phone No.: +91-9896253992
Email-id: [email protected]
M/s Perfact Enviro Solutions Pvt Ltd (NABET Registered wide list of accredited consultant’s organizations/
Rev. 70/ 11th October, 2018 at S.No.-116)
5th Floor, NN Mall, Manglam Place
Sector 3, Rohini, New Delhi
Email: [email protected]; Phone: 011- 49281360
Table of Content TABLE OF CONTENT 2
LIST OF FIGURES 4
LIST OF TABLES 5
FORM 1 & 1A 7
TOR COMPLIANCE 47
ENVIRONMENT IMPACT ASSESSMENT REPORT 51
CHAPTER 1: INTRODUCTION 53
CHRONOLOGY OF THE PROJECT 53
PROFILE OF THE PROJECT PROPONENT: 56
IMPLEMENTING ORGANIZATION 57
METHODOLOGY 62
LAND DESCRIPTION 62
ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT 62
NORMS & CODES APPLICABLE TO THE PROJECT 65
CHAPTER 2: DESCRIPTION OF THE PROJECT 67
GOAL & OBJECTIVE OF THE PROJECT: 67
SIGNIFICANCE OF THE PROJECT: 67
SELECTION OF SITE: 67
TIME FRAME OF THE PROJECT: 72
PROJECT DETAILS: 74
POPULATION 76
PROVISION OF AMENITIES 76
WATER SUPPLY SOURCE AND CONSUMPTIONS: 77
SOLID WASTE MANAGEMENT 79
POWER SUPPLY SOURCE AND REQUIREMENT: 80
AIR POLLUTION 81
NOISE POLLUTION 82
PARKING MANAGEMENT 83
COST OF THE PROJECT 83
ENVIRONMENTAL LIABILITY OF THE SITE: 83
CHAPTER 3: ENVIRONMENTAL BASE LINE DATA 84
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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INTRODUCTION 84
METHODOLOGY 85
METEOROLOGY 86
MICRO - METEOROLOGICAL DATA 97
AMBIENT AIR QUALITY 98
NOISE QUALITY 104
GEOLOGY & HYDROGEOLOGY 107
WATER QUALITY 109
SOIL QUALITY 115
TOPOGRAPHY 121
LAND USE 122
FLORA AND FAUNA 126
SOCIO ECONOMIC SCENARIO 134
TRAFFIC DENSITY 146
CHAPTER 4: ANTICIPATED ENVIONMENTAL IMPACTS & MITIGATION MEASURES 149
IMPACT MITIGATION- CONSTRUCTION PHASE 150
IMPACT MITIGATION DURING OPERATION PHASE 168
CHAPTER 5: ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE) 180
BUILDING MATERIAL 180
ENERGY CONSERVATION MEASURES 180
WATER CONSERVATION MEASURES 181
ROAD CONSTRUCTION MATERIAL 181
CHAPTER 6: ENVIRONMENT MONITORING PLAN 183
DETAILS OF MONITORING TO JUDGE EFFECTIVENESS OF MEASURES 183
Lumpsum cost for Environment Monitoring Program for Construction will be Rs. 2,22,000 184
SUBMISSION OF SIX-MONTHLY COMPLIANCES 184
ENVIRONMENT AUDIT 185
ENERGY AUDIT 185
CHAPTER 7: ADDITIONAL STUDIES 186
Risk Assessment 186
SAFETY ACTION PLAN 190
EVACUATION PLAN 201
OCCUPATIONAL HEALTH & SAFETY 203
DAMAGE ASSESSMENT REPORT & REMEDIATION PLAN 204
Impact summary 217
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Augmentation Plan 219
CHAPTER 8: PROJECT BENEFITS 220
CHAPTER 9: ENVIRONMENT MANAGEMENT PLAN 221
AIR ENVIRONMENT/ DUST MITIGATION MEASURES 222
WATER MANAGEMENT 224
RAIN WATER HARVESTING 230
NOISE ENVIRONMENT 234
PARKING MANAGEMENT: 237
WASTE & SOIL MANAGEMENT 238
PLANTATION 240
ENVIRONMENT MANAGEMENT COST 242
CORPORATE SOCIAL RESPONSIBILITY 243
HEALTH, SAFETY & OCCUPATIONAL MEASURES 244
CHAPTER 10: SUMMARY AND CONCLUSION 247
CHAPTER 11: DISCLOSURE OF ENVIRONMENTAL CONSULTANT 259
List of Figures 2-1; LOCATION MAP ..................................................................................................................... 68
Figure 3-1;Highest Maximum Temperature (°C) .......................................................................... 87
Figure 3-2;Lowest Minimum Temperature (°C) ............................................................................ 88
Figure 3-3; Mean Maximum Temperature (°C) ............................................................................ 88
Figure 3-4; Mean Minimum Temperature (°C) ............................................................................. 89
Figure 3-5;Maximum Humidity (%) ............................................................................................... 90
Figure 3-6;Minimum Humidity (%) ............................................................................................... 90
Figure 3-7;Maximum Rainfall (mm) .............................................................................................. 91
Figure 3-8;Minimum Rainfall (mm) ............................................................................................... 92
Figure 3-9;Average Rainfall (mm) ................................................................................................. 92
Figure 3-10;Mean Maximum Wind Speed (Km/hr) ................................................................ 93
Figure 3-11;Mean Minimum Wind Speed (Km/hr) ....................................................................... 94
Figure 3-12; windrose diagram (annual average) ......................................................................... 95
Figure 3-13; Wind Rose Diagram winter season........................................................................... 96
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Figure 3-14; Wind Rose Diagram of summer season ................................................................... 96
Figure 3-15: February 2018, Seasonal Wind rose diagram ........................................................... 97
Figure 3-16; Ambient air sampling locations on 10 Km Topographical Map ............................... 99
Figure 3-17: Water sampling locations on 10 km topographical map....................................... 110
Figure 18 Landuse Break up ........................................................................................................ 124
Figure 19 Land use Map .............................................................................................................. 126
Figure 9-2; Layout Plan of DG Set Room ..................................................................................... 236
Figure 9-3 Designing of Canopy of DG sets ................................................................................. 237
List of Tables Table 2-1; Social infrastructure Available near the project .......................................................... 69
Table 2-3; Population details ........................................................................................................ 76
Table 3-1; Temperature record .................................................................................................... 87
Table 3-2; Relative Humidity record ............................................................................................ 89
Table 3-3; Rainfall record ............................................................................................................. 91
Table 3-4; Wind record................................................................................................................. 93
Table 3-5; Wind direction record ................................................................................................. 94
Table 3-6; Ambient air quality results of PM2.5 & PM10 ............................................................ 101
Table 3-7; Ambient air quality results of SO2 & NOX ............................................................... 101
Table 3-8; Ambient Noise sampling stations .............................................................................. 104
Table 3-9; Ambient Noise quality results .................................................................................... 106
Table 3-10; Sampling locations for soil quality ......................................................................... 115
Table -9; Environmental monitoring programme (construction phase) .................................... 184
Table 7-1; Vulnerable Analysis .................................................................................................... 190
• Table 10: Criteria to assess the impact due to construction .............................................. 204
Table 11: Matrix for Assessment of Damage Scale..................................................................... 205
Table 12: Matrix for Scoring as per Construction status ............................................................ 205
Table 13: Damage assessment and Remediation of Environmental components ..................... 208
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Table 6: Impact Summary as per construction status ................................................................ 217
Table 15: Cost summary ............................................................................................................. 218
Table 9-1 Water Management .................................................................................................... 226
Table 9-2; Rain Water Harvesting collection scheme ................................................................. 232
Table 9-3; Solid Waste Generated .............................................................................................. 239
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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FORM 1 & 1A
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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FORM-1
(I) Basic Information
S. No. Item Details
1. Name of the project/s Group Housing Project “Spaze Privy AT4”
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 – 42540.72 sq m Built-up Area- 118795.578 sq m
4. New/ Expansion/ Modernization New (Violation Case)
5.
Existing Capacity/ Area etc.
Applied for Environmental Clearance in 2012. However, could not get Environmental Clearance. Structure work of all Blocks: 1-11 has been done. However, Partial exterior & interior finishing work is yet to be completed along with construction of STP (Civil Work Completed. Mechanical Electrification, Stabilization is yet to be done), RWH pits (90% structure completed), DG sets (Stack installed, Installation of DG sets is yet to be done), Plantation work (70% completed) and Road work (95% completed).
6. Category of Project i.e. ‘A’ or ‘B’ ‘B’
7. Does it attract the general condition? If yes, please specify.
Not applicable
8. Does it attract the specific condition? If yes, please specify.
No
9. Location Sector-84, Gurgaon
Plot/ Survey/ Khasra No. Survey No.5912
Village Sihi
Tehsil Gurgaon
10. District Gurgaon
11. State Haryana
12.
Nearest railway station/ airport along with distance in kms.
Nearest Airport: IGI Airport: 11.06 Km NE Nearest Railway Station: Garhi Harsaru Railway Station: 4.5 Km (NW) Gurgaon Railway Station: 10.2 Km (NE)
13. Nearest Town, city, District Headquarters along with distance in kms.
It is within the city limits of Gurgaon and the nearest habitation is Sihi Village which is approx. 0.90 Km
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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14. Village Panchayats, Zilla Parishad, Municipal Corporation, Local body (complete postal addresses with telephone nos. to be given)
Gurgaon Municipal Corporation
Opposite Civil Hospital (Gen)
Sadar Bazar,
Gurgaon, Haryana- 122001
Phone- 01242220011
Email: [email protected]
15. Name of the applicant M/s Spaze Towers Pvt Ltd
Registered Address
M/s Spaze Towers Pvt Ltd Spazedge Commercial Complex, Sector-47, Sohna Road, Gurgaon
Address for correspondence:
M/s Spaze Towers Pvt Ltd Spazedge Commercial Complex, Sector-47, Sohna Road, Gurgaon
Name Mr. Dhiraj Malik
Designation (Owner/Partner/CEO) VP
Address
M/s Spaze Towers Pvt Ltd Spazedge Commercial Complex, Sector-47, Sohna Road, Gurgaon
Pin Code 122002
16. E-mail [email protected]
17. Telephone No. +91-9896253992
18. Fax no. +91-9896253992
19. Details of Alternative Sites examined, if any. Location of these sites should be shown on a toposheet.
No alternate site has been examined. The license was granted for development of Group Housing by Town and Country planning.
20. Interlinked Projects No, it is not an interlinked project. The location of the site on topographical map is enclosed as Enclosure-VII
21. Whether separate application of interlinked project has been submitted?
No, it is not an interlinked project.
22.
If yes, date of submission Not Applicable
23. If no, reason Not Applicable
24. Whether the proposal involves approval/clearance under: if yes, details of the same and their status to be given. (a) The Forest (Conservation) Act,
1980?
Not Applicable
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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(b) The Wildlife (Protection) Act, 1972? (c) The C.R.Z. Notification, 1991?
Not Applicable Not Applicable
25. Whether there is any Government Order/ Policy relevant/ relating to the site?
Not Applicable
26. Forest land involved (hectares) No
27. Whether there is any litigation pending against the project and/ or land in which the project is propose to be set up?
(a) Name of the Court (b) Case No. (c) Orders/ directions of the Court,
if any and its relevance with the proposed project.
No Not applicable Not applicable Not applicable
(II) Activity
1. Construction, operation or decommissioning of the Project involving actions, which will cause physical changes in the locality (topography, land use, changes in water bodies, etc.)
S. No. Information/Checklist confirmation
Yes/No
Details thereof (with approximate quantities /rates, wherever possible) with source of information data
1.1 Permanent or temporary change in land use, land cover or topography including increase in intensity of land use (with respect to local land use plan)
Yes The License has been granted to was
granted to Mrs. Mahendra kaur Sachdeva
& others by Town & country planning
Department vide License no. 26 of 2011
for development of Group Housing. Mrs.
Mahendra kaur Sachdeva & others
collaborated with M/s Spaze Tower Pvt.
Ltd., the complex is being developed by
M/s Spaze Tower Pvt. Ltd.
Construction at the site had started. Structure work of all Blocks: 1-11 has been done. However, Partial exterior & interior finishing work is yet to be completed along with construction of STP (Civil Work
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Completed. Mechanical Electrification, Stabilization is yet to be done), RWH pits (90% structure completed), DG sets (Stack installed, Installation of DG sets is yet to be done), Plantation work (70% completed) and Road work (95% completed).
1.2 Clearance of existing land, vegetation and buildings?
No The project site was vacant land except few bushes. Hence no clearance was required.
1.3 Creation of new land uses?
Yes The vacant land was converted to group housing complex.
1.4 Pre-construction investigations e.g. bore houses, soil testing?
Yes Pre-construction Geo-technical investigations have been carried out.
1.5 Construction works? Yes Construction has been done as per approved building plan
1.6 Demolition works? No No Demolition was done.
1.7 Temporary sites used for construction works or housing of construction workers?
No During Construction Phase: Already constructed: - 300 Workers, during construction phase were hired from nearby areas and no housing was provided in the site. Hutments were provided at a distance of 100 m distance from project site. For Future construction: - Approx. 50 Nos. local labour shall be hired from nearby areas. Hutments shall be provided at a distance of 100 m distance from project site.
1.8 Above ground buildings, structures or earthworks including linear structures, cut and fill or excavations
Yes Above ground, the building was elevated upto maximum height of 73.2 m. Approx. 75,246 Cubic meters of soil was excavated for 1 level of basements & foundation as per Mining permission granted by Department of Mines & Geology, Gurgaon, Haryana vide memo no. 1155 dated 22.05.2012. This excavated soil was re-used for backfilling, levelling & other purposes to the extent possible and rest unused soil was handed over to contractor as per the agreement for final disposal. The
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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PREPARED BY: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD., NEW DELHI
Contractor had sold the soil for ongoing construction of roads & highways in the nearby area. Top soil has already been used in green area development.
1.9 Underground works including mining or tunneling?
No It is group housing project hence no underground works required except for excavation of 1 level basement.
1.10 Reclamation works? No No reclamation work done
1.11 Dredging? No Not applicable
1.12 Offshore structures? No Not applicable
1.13 Production and manufacturing processes?
No It is group housing project; hence no production or manufacturing processes shall be carried out.
1.14 Facilities for storage of goods or materials?
Yes During Construction Phase: Already constructed: -
Separate raw material yard was made within the project site.
Cement was separately stored under cover in bales.
Sand was stacked nearby under tarpaulin cover.
Bricks and steel were laid in open.
For Future constructed: -
Separate raw material yard shall be made within the project site.
Cement shall be separately stored under cover in bales.
Sand shall be stacked nearby under tarpaulin cover.
Bricks and steel shall be laid in open.
During Operation Phase: As the project is a Group Housing Project, the raw material will be food, stationary, household items etc. which will be stored in respective units only.
1.15 Facilities for treatment or disposal of solid waste or liquid effluents?
Yes During Construction phase: Already constructed: - Approx. 300 labours were hired during the construction phase and hence the solid waste generation was approx. 45 kg/ day
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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PREPARED BY: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD., NEW DELHI
which was disposed off at designated MSW dump site. Temporary toilets were provided. 10 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits For Future Construction: - Approx. 50 labours shall be hired,. 8 Kg/day of Municipal Solid Waste shall be generated from labours which shall be disposed off as per Municipal Solid Waste Handling norms. Temporary Toilets shall be provided and 2 KLD of waste water generated from the construction site will be disposed off to septic tanks followed by soak pits During Operation Phase: Approx. 1378 Kg/day of solid waste shall be generated from the complex. The total waste water generated in the complex shall be 355 KLD which will be treated in STP of 400 KLD capacity (Civil work completed. Details of Water Management & Solid Waste Management are given in EMP report.
1.16 Facilities for long term housing of operational workers?
No During Construction Phase: Already constructed: - 300 Workers, during construction phase were hired from nearby areas and hence there was no need of providing housing. Hutments were provided at a distance of 100 m distance from project site. For Future construction: - Approx. 50 Nos. local labour shall be hired from nearby areas. Hence, no housing provision shall be made. Hutments shall be provided at a distance of 100 m distance from project site.
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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During Operation Phase: As this is a group housing project, housing of operational workers is not required.
1.17 New road, rail or sea traffic during construction or operation?
No No new road, rail or sea traffic is proposed. Existing transportation facilities was used during construction or operation phase.
1.18 New road, rail, air, waterborne or other transport infrastructure including new or altered routes and stations, ports, airports etc.?
No No new road, rail, or sea traffic is proposed. The transportation measures already existing near site are as follows: Nearest Airport: IGI Airport: 11.06 Km NE Nearest Railway Station: Gurgaon Railway Station: 10.2 Km NE.
1.19 Closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements?
No No closure or diversion of existing transport routes or infrastructure leading to changes in traffic movements was required.
1.20 New or diverted transmission lines or pipelines?
No No such closure or diversion of transmission lines is required.
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 water courses is required.
1.22 Stream crossings? No No stream crossing.
1.23 Abstraction or transfers of water from ground or surface waters?
No No ground water will be abstracted.
1.24 Changes in water bodies or the land surface affecting drainage or run-off?
No There was no change in water bodies or the land surface effective drainage or run-off.
1.25 Transport of personnel or materials for construction, operation or decommissioning?
Yes During Construction phase: Already constructed: Materials during construction phase were transported by 3-4 No. of truck/ trolley per day. For Future construction: - Materials during construction phase shall be transported by truck/ trolley. During Operation Phase: Car, two-wheeler, etc. shall be used.
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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1.26 Long-term dismantling or decommissioning or restoration works?
No Not Applicable
1.27 Ongoing activity during decommissioning which could have an impact on the environment?
No Not Applicable
1.28 Influx of people to an area in either temporarily or permanently?
No During Construction phase: Already constructed: - Temporary influx of people in the form of labours was envisaged. Approx. 300 no. of local labours were employed. Future construction: - Temporary influx of people in the form of labours is envisaged. Approx. 50 no. of local labours shall be employed. During Operation Phase: As this is a Group Housing Complex, 2978 nos. of Residents, 50 nos of staff, and 200 Nos of Visitors.
1.29 Introduction of alien species? No Not Applicable
1.30 Loss of native species or genetic diversity?
No No trees were existed at the site except few some bushes. However, by planting trees within the project will give positive impacts
1.31 Any other actions? No Not Applicable
2. Use of Natural resources for construction or operation of the Project (such as land, water,
materials or energy, especially any resources which are non-renewable or in short supply):
S. No. Information/checklist confirmation
Yes/No
Details thereof (with approximate quantities /rates, wherever possible) with source of information data
2.1 Land especially undeveloped or agricultural land (ha)
Yes Total Plot Area measuring 42540.72 sqm of undeveloped land was used for development of Group housing complex Construction at the site had started. Structure work of all Blocks: 1-11 has been done. However, Partial exterior & interior finishing work is yet to be completed along with construction of STP
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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PREPARED BY: M/S PERFACT ENVIRO SOLUTIONS PVT. LTD., NEW DELHI
(Civil Work Completed. Mechanical Electrification, Stabilization is yet to be done), RWH pits (90% structure completed), DG sets (Stack installed, Installation of DG sets is yet to be done), Plantation work (70% completed) and Road work (95% completed)
2.2 Water (expected source & competing users) unit: KLD
Yes Source & Quantity During Construction phase: Already Constructed: Water during construction phase was from tanker water supplier and for domestic was supplied through Canal water/River water tankers. Future Construction: Water during construction phase shall be from tanker water supplier and for domestic was supplied through Canal water/River water tankers. Source & Quantity During Operation Phase: The ultimate source of water will be through Municipal Supply (HUDA). Total water requirement of the project will be 443 KLD out of which 258 KLD will be fresh water. Rest of the 185 KLD water requirement will be fulfilled by treated water. Detailed water Management & water Balance are given in EIA report.
2.3 Minerals (MT) No Not applicable
2.4 Construction material – stone, aggregates, sand / soil (expected source – MT)
Yes Already Constructed: The major materials required for construction of the project were TMT steel, vitrified wall and floor tile, ceramic tiles, cement, aggregate, bricks, flooring tiles, KERB & granite stone, GI sheets, sanitary and hardware items, electrical fittings, etc. Future Construction:
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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The major glass, wood, cement, sanitary and hardware items, electrical fittings, Paints, tiles etc.
2.5 Forests and timber (source – MT)
Yes Plywood for doors & windows shall be used which shall be procured from local market.
2.6 Energy including electricity and fuels (source, competing users) Unit: fuel (MT), energy (MW)
Yes Source of Electricity – DHBVN Total Electrical load – 4124 KW D.G. sets for power back up- 2 X 1010 KVA, 1 X 750 KVA & 1 X 500 KVA
2.7 Any other natural resources (use appropriate standard units)
No Not applicable
3. Use, storage, transport, handling or production of substances materials, which could be harmful to human health or the environment raise concerns about actual or perceived risks to human health.
S. No. Information/Checklist confirmation
Yes/No
Details thereof (with approximate quantities/rates, wherever possible) with source of information data
3.1 Use of substances or materials, which are hazardous (as per MSIHC rules) to human health or the environment (flora, fauna, and water supplies)
Yes No storage of hazardous substances (as per MSIHC rules) was done during construction phase however, 452 L/hr of diesel will be stored and 35 L/month used oil from DG sets will be generated. Proper management of Used oil shall be taken care of. Details are given in EIA report.
3.2 Changes in occurrence of disease or affect disease vectors (e.g. insect or water borne diseases)
No Suitable drainage and waste management measures were adopted in the construction phase and same will be maintained in operational phase which will restrict stagnation of water or accumulation of water. This will effectively restrict the reproduction and growth of disease vectors.
3.3 Affect the welfare of people e.g. by changing living conditions?
Yes During Construction phase: Already constructed: - Temporary influx of people in the form of labours was envisaged. Approx. 300 no. of local labours were employed.
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Future construction: - Temporary influx of people in the form of labours is envisaged. Approx. 50 no. of local labours shall be employed. During Operation Phase: As it is group housing Complex, there shall be several services required which will generate direct & indirect employment for the people of nearby area.
3.4 Vulnerable groups of people who could be affected by the project e.g. hospital patients, children, the elderly etc.,
No No vulnerable group of people will be affected by the project.
3.5 Any other causes No None
4. Production of solid wastes during construction 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 Not applicable
4.2 Municipal waste (domestic and or commercial wastes)
Yes During Construction phase: Already constructed: - Approx. 300 labours were hired during the construction phase and hence the solid waste generation was approx. 45 kg/ day which was disposed off at designated MSW dump site For Future Construction: - Approx. 50 labours shall be hired,. 8 Kg/day of Municipal Solid Waste shall be generated from labours which shall be disposed off as per Municipal Solid Waste Handling norms. During Operation Phase: Approx. 1378 Kg/day of solid waste shall be generated from the complex during operational phase. Detailed Solid Waste Management is given in EIA Report.
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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4.3 Hazardous wastes (as per Hazardous Waste Management Rules)
Yes During Construction phase: Already constructed: 2 L/ month of Used oil whenever generated from the DG sets was kept in leak proof containers in an isolated area and sent to approved recycler. For Future Construction: - 2 L/month of Used oil whenever generated from the DG sets shall be kept in leak proof containers in an isolated area and will be sent to approved recycler. During Operation Phase: 35 L/day used oil generated from diesel generators will be carefully stored in HDPE drums in isolated covered facility. The used oil will be sold to vendors authorized by Central Pollution Control Board for the treatment of the same. Suitable care will be taken so that spills / leaks of used oil from storage could be avoided.
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 About 25 Kg/day of dried sludge will be generated from STP within complex during operation phase and this sludge will be passed through filter press where it will be dewatered/ dried to form a cake and then will be used as manure in green areas. The unused sludge shall be given to farmers or nursery.
4.7 Construction or demolition wastes
Yes The C & D wastes generated was kept covered at site was reused to the extent possible and rest unused Construction and Demolition Waste was handed over to contractor as per the agreement for final disposal. It was used in construction of highway.
4.8 Redundant machinery or equipment
No Not applicable
4.9 Contaminated soils or other materials.
No Not applicable
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4.10 Agricultural wastes No Not applicable
4.11 Other solid wastes
No During Construction phase: No E-waste generated. During Operation Phase: 2 Kg/month E-waste shall be generated. It shall be given to approved recycler of SPCB. Battery waste shall be generated from inverters & UPS which shall be disposed off as per the Batteries (Management & Handling) Rules, 20011.
5. Release of pollutants 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 During Construction phase: Already constructed: Acoustically enclosed DG sets of capacity 125 KVA was installed. No stack was provided. For Future construction: Acoustically enclosed DG sets of capacity 125 KVA with adequate stack height shall be installed. During Operation Phase: The only source of emission from combustion of fuel will be DG set of 2 x 1010 KVA, 1 X 750 KVA & 1 X 500 KVA. Hence, to avoid the emissions stack height of 6 m above roof level shall be provided to reduce the air emissions meeting all the norms prescribed by CPCB.
5.2 Emissions from production processes
No Not applicable
5.3 Emissions from materials handling including storage or transport
Yes Already constructed: • Dust was generated during
construction, from the movement
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of transport vehicles & other construction activities. The effect was restricted to construction phase only.
• Water sprinkling was done to reduce the dust generation.
• Material required for construction was stored only within earmarked area and road side storage of construction material and waste was prohibited
• Vehicles used in transportation of construction material had PUC certificates.
For Future construction:
• Water sprinkling system shall be put in place using spraying Nozzles and shall be done every hour by fixed sprinkling system.
• Grinding and cutting of building materials in open area shall be prohibited.
• Material required for exterior finishing shall be stored only within earmarked area and road side storage of construction material and waste shall be prohibited.
• Only covered vehicles carrying construction material and waste shall be permitted inside the complex.
5.4 Emissions from construction activities including plant and equipment
Yes Already constructed: RMC was used for the project. Dust & emissions were likely to be generated during construction activities which was reduced by sprinkling of water in a specific time interval & timely maintenance schedule for machinery. Also, the machines were shut down during idle period. For Future construction:
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Material required for exterior finishing shall be stored only within earmarked area and road side storage of construction material and waste shall be prohibited.
5.5 Dust or odours from handling of materials including construction materials, sewage and waste
Yes Already constructed: • Dust was generated during
construction, from the movement of transport vehicles & other construction activities. The effect was restricted to construction phase only.
• Water sprinkling was done to reduce the dust generation.
• Material required for construction was stored only within earmarked area and road side storage of construction material and waste was prohibited
• Temporary toilets were provided. 10 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits.
For Future construction: • Water sprinkling system shall be
put in place using spraying Nozzles and shall be done every hour by fixed sprinkling system.
• Grinding and cutting of building materials in open area shall be prohibited.
• Material required for exterior finishing shall be stored only within earmarked area and road side storage of construction material and waste shall be prohibited.
• Only covered vehicles carrying construction material and waste shall be permitted inside the complex.
• Temporary Toilets shall be provided and 2 KLD of waste water
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generated from the construction site will be disposed off to septic tanks followed by soak pits
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 Open burning of biomass/ other material will be prohibited.
5.8 Emissions from any other sources. No None
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 with source of information data
6.1 From operation of equipment e.g. engines, ventilation plant, crushers
No During Construction phase: Already constructed:
• DG sets of capacity 125 KVA was installed acoustically enclosed. The equipment such as, cranes, compactors & excavators were used which were of highest standard of reputed make and adhere to international standards. Hence an insignificant impact due to construction machinery was envisaged.
• Apart from this, the construction activities were restricted to day time only and timely maintenance of machinery was ensured.
For Future construction: • DG sets of capacity 125 KVA
shall be installed acoustically enclosed. The equipment such as, cranes, compactors & excavators were used which
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were of highest standard of reputed make and adhere to international standards. Hence an insignificant impact due to construction machinery was envisaged.
• Apart from this, the construction activities will be restricted to day time only and timely maintenance of machinery shall be ensured.
During Operation Phase: Source of noise in the operational phase will be D.G. Set of capacities 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA. The D.G. Set shall be bought acoustically enclosed & shall be installed with anti-vibration pads and will be used during Power failure only. They may generate noise level maximum upto 75 dB (A).
6.2 From industrial or similar processes
No Not applicable
6.3 From construction or demolition
Yes Due to the various activities there were short-term noise impacts in the immediate vicinity of the project site. These were restricted to day time only. It had been estimated that during the construction period the average noise level was be 80-100 dB (A) during peak construction hours. However, embankment was done to further prevent the noise pollution.
6.4 From blasting or piling No No blasting or piling was done.
6.5 From construction or operational traffic
Yes Some amount of noise (70 – 75 dB (A)) was generated from vehicular movement in the construction and operational phase. Plantation around the boundary wall was done to reduce noise from traffic.
6.6 From lighting or cooling systems
No Not Applicable
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6.7 From any other sources No None
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 generated from DG sets of 125 KVA during was stored in HDPE drums and kept in isolated room and was sold to authorized vendors only. Special care was taken to prevent leakages and spills. The 35 L/ Month of used oil whenever generated from DG sets 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA shall be stored in HDPE drums and kept in isolated area and will be sold to authorized vendor only.
7.2 From discharge of sewage or other effluents to water or the land (expected mode and place of discharge)
No STP of 400 KLD will be installed for treating the 355 KLD waste water during operational phase & 185 KLD of treated water will be reused in flushing, gardening, DG Cooling & Misc.
7.3 By deposition of pollutants emitted to air into the land or into water
No None
7.4 From any other sources No Not applicable
7.5 Is there a risk of long term buildup of pollutants in the environment from these sources?
No Not applicable
8. Risk of accidents during construction or operation of the Project, which could affect human health or the environment.
S. No. Information/Checklist confirmation
Yes/No Details thereof (with approximate quantities/rates, wherever possible) with source of information data
8.1 From explosions, spillages, fires etc. from storage, handling, use or production of hazardous substances
No During Construction Phase: All appropriate measures were taken to avoid accidents. During Operational Phase:
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Proper Disaster management & firefighting system will be installed at site.
8.2 From any other causes No During Construction Phase: All the labours were provided with suitable personal protective equipment (PPE) as required under the health & safety norms. Training and awareness about the safety norms are provided to all supervisors and labours involved in construction activity.
8.3 Could the project be affected by natural disasters causing environmental damage (e.g. floods, earthquakes, landslides, cloudburst etc.)?
No The area under study falls in Seismic zone-IV, according to the Indian Standard Seismic Zoning Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.
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 No No No No No
Infrastructure like Roads, power network already exists in the area. STP of 400 KLD (civil work done) will be installed for the treatment of wastewater. Not Applicable 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
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9.3 Set a precedent for later developments
Yes The project will lead to development of planned housing project and will generate employment opportunities.
9.4 Have cumulative effects due to proximity to other existing or planned projects with similar effects
No No impact
(III) Environmental Sensitivity
S. No. Areas Name/
Identity
Aerial distance (within 15 km.) Proposed project location boundary
1. Areas protected under international conventions, national or local legislation for their ecological, landscape, cultural or other related value
Yes Sultanpur Bird Sanctuary: 9 Km (NW)
2. Areas which are important or sensitive for ecological reasons - Wetlands, watercourses or other water bodies, coastal zone, biospheres, mountains, forests
No Not Applicable
3. Areas used by protected, important or sensitive species of flora or fauna for breeding, nesting, foraging, resting, over wintering, migration
Yes Sultanpur Bird Sanctuary: 9 Km (NW)
4. Inland, coastal, marine or underground waters
No Not Applicable
5. State, National boundaries No Not Applicable
6. Routes or facilities used by the public for access to recreation or other tourist, pilgrim areas
Yes Railway Station: Garhi Harsaru Railway Station: 4.5 Km (NW) Gurgaon Railway Station: 10.2 Km (NNE) National Highway: NH-48: 2.2 Km (SE) SH-15A (Pataudi Road): 2.2 Km (NNW) KMP Express Highway: 9 Km (WSW)
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7. Defence installations None None
8. Densely populated or built-up area Yes Sihi Village: 0.9 Km (NE)
Sikandarpur Badha: 0.9 Km (SSW)
9. Areas occupied by sensitive man-made land uses (hospital, school, places of worship, community facilities)
Hospital
Ravi Hospital: 3.7 Km (SSW)
SRS Hospital: 2.6 Km (ESE)
Rock Land Hospital: 5.4 Km (SSW)
School
St Paul School: 2.4 Km (N)
Govt. Sr Secondary School: 2.4 Km (ESE)
Indus Valley Public School: 2.8 Km (NNE)
10. Areas containing important, high quality or scarce resources
(Ground water resources, surface resources, forestry, agriculture, fisheries, tourism, minerals)
No Not Applicable
11. Areas already subjected to pollution or environmental damage. (Those where existing legal environmental standards are exceeded)
No Not Applicable
12. Areas susceptible to natural hazard which could cause the project to present environmental problems
(Earthquakes, subsidence, landslides, erosion, flooding or extreme or adverse climatic conditions)
Yes
The project area falls in seismic zone –IV.
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“I hereby give undertaking that the data and information given in the application and enclosures are true to the best of my knowledge and belief and I am aware that if any part of the data and information submitted is found to be false or misleading at any stage, the project will be rejected and clearance given, if any, to the project will be revoked at our risk and cost”.
Date: Place: Gurgaon
(Authorized Signatory)
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FORM-1 A
(only for construction projects listed under item 8 of the Schedule)
1. LAND ENVIRONMENT
(Attach panoramic view of the project site and the vicinity)
1.1 Will the existing landuse get significantly altered from the project that is not consistent with the surroundings? (Proposed landuse must conform to the approved Master Plan / Development Plan of the area. Change of landuse if any and the statutory approval from the competent authority be submitted). Attach Maps 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.
Land use was changed from vacant land to group housing. The license has been granted for development of group housing project vide license No 26 of 2011 by Town and Country Planning. The development was done as per approved building plan. The site location shown on Google Map is given in EIA Report. Map showing vicinity around the site is given in in EIA Report. Layout plan is enclosed as Annexure- VI
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.
Total Plot area – 42540.72 sq m 118795.578 Sq m 443 KLD 4124 KW NH-8: 2.2 Km (SE), SH-15A (Pataudi Road)
Club & shops
Parking Requirement – 798 ECS Parking Provisions – 798 ECS
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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 landuse, and disturbance to the local ecology).
The entire project influenced area is being developed as per the provision of Master Plan, thus no induced development is foreseen due to the proposed project. Also, the proposed development was being carried out as per the defined building by-laws; hence no impact is envisaged due to proposed development. Construction phase as well as operation Phase of the project, will generate direct and indirect employment opportunities for a large section of society. The employment will have positive impact thereby increasing the quality of life.
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 such significant land disturbance will result. However, care was taken so that no erosion, subsidence & instability takes place. Soil Type: Silty Sand Slope Analysis: The project area possesses fairly plain terrain. Erosion / Subsidence: Proper greening & paving of area will not cause any soil erosion problem and subsidence. Seismicity: The area under study falls in Seismic zone-IV according to the Indian Standard Seismic Map. Suitable seismic coefficients in horizontal and vertical directions respectively, will be adopted while designing the structure.
1.5 Will the proposal involve alteration of natural drainage systems? (Give details on a contour map showing the natural drainage near the proposed project site)
The project activities will not cause any alteration of natural drainage system.
1.6 What are the quantities of earthwork involved in the construction activity cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc.)
During construction Phase: Already Constructed: Approx. 75246 Cubic meters of soil was excavated for 1 level of basements & foundation as per Mining permission granted by Department of Mines & Geology, Gurgaon, Haryana vide memo no. 1155 dated 22.05.2012. This excavated soil was re-used for backfilling, levelling & other purposes to the extent possible and rest unused soil was handed over to contractor as per the agreement for final
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disposal. The Contractor had sold the soil for ongoing construction of roads & highways in the nearby area. Top soil has already been used in green area development. Hence, no adverse impacts on the land environment are envisaged.
1.7 Give details regarding water supply, waste handling etc. during the construction period.
Water Supply: Already Constructed: Water during construction phase was from tanker water supplier and for domestic was supplied through Canal water/River water tankers. Future Construction: Water during construction phase shall be from tanker water supplier and for domestic was supplied through Canal water/River water tankers. Waste Generation / Handling: Already Constructed: Spillage of oil from the machinery or cement residual from RMC was properly collected and reused in construction site. For construction labor, proper sanitary facilities & wash areas were constructed such as Temporary toilets and good hygienic conditions was maintained. Future Construction: Spillage of oil from the machinery or cement residual from RMC shall be properly collected and reused in construction site. For construction labor, proper sanitary facilities & wash areas shall be provided.
1.8 Will the low lying areas & wetlands get altered? (Provide details of how low lying and wetlands are getting modified from the proposed activity)
No low lying and wetlands area were present in and around the project site.
1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the
The construction waste generated from the project was common in nature and cause no health hazard to associate and nearby population. The construction debris was used for land levelling /back filling. Waste concrete was reused as aggregate in construction process. Remaining C&D
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construction labour and the means of disposal)
was handed over to contractor as per the agreement for final disposal. The Contractor had sold the soil for ongoing construction of roads & highways in the nearby area Temporary & drinking water for construction labor were provided. The sewage and waste water generated was disposed off to septic tank via soak pit.
2. WATER ENVIRONMENT
2.1 Give the total quantity of water requirement for the proposed project with the breakup of requirements for various uses. How will the water requirement met? State the sources & quantities and furnish a water balance statement.
The total quantity of water requirement shall be 443 KLD shall be met by Municipal corporation.
Domestic 258 KLD
Flushing 149 KLD
Gardening 30 KLD
DG Cooling 6 KLD
Total water requirement 443 KLD
Fresh water 258 KLD
Waste water discharge 355 KLD
STP capacity 400 KLD
Treated water reused 185 KLD
2.2 What is the capacity (dependable flow or yield) of the proposed source of water?
HUDA will supply water to the project and it is a dependable source of water.
2.3 What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality)
In case HUDA supply is not made or the supply made is inadequate then the water complying with IS – 10500 shall be arranged.
2.4 How much of the water requirement can be met from the recycling of treated wastewater? (Give the details of quantities, sources and usage)
Total treated water of 320 KLD shall be generated from the S.T.P out of which 185 shall be reused in flushing, gardening and DG Cooling within the project premises. Approx. 41.7 % of total water requirement will be met by recycled water.
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2.5 Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption)
There will not be any substantial effect on water demand of this region as the development will be done as per the development plan of the area.
2.6 What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity)
The total waste water generation from the complex will be 355 KLD which will be treated in in-house S.T.P of 400 KLD. 185 KLD treated water will be reused for flushing, gardening and DG Cooling.
2.7 Give details of the water requirements met from water harvesting? Furnish details of the facilities created.
11 number of rain water harvesting pits have already been provided at site. (Details of Rain Water harvesting pits are given in EIA Report).
2.8 What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long-term basis? Would it aggravate the problems of flooding or water logging in any way?
Construction has been done however after construction of complex; the same will be used to recharge the ground. No, it will not aggravate the problem of flooding or water logging in any way, rather will reduce the same.
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)
No ground water will be abstracted.
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)
Proper channelization of rain water shall be done through 11 no of RWH pits (already constructed) to recharge the ground water.
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2.11 How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels)
During construction phase, Already constructed Proper channelization was provided to collect the Rain water and reuse it for sprinkling. For future construction Rain water will be channelized, treated and will be reused for sprinkling. During operation phase Storm water will be channelized to 11 no. of rainwater harvesting pits (already constructed) within the project site.
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: Already constructed: - Approx. 300 labours were hired during the construction phase, temporary toilets were provided. 10 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits For Future Construction: - Approx. 50 labours shall be hired, temporary Toilets shall be provided and 2 KLD of waste water generated from the construction site will be disposed off to septic tanks followed by soak pits
2.13 What on-site facilities are provided for the collection, treatment & safe disposal of sewage? (Give details of the quantities of wastewater generation, treatment capacities with technology & facilities for recycling and disposal)
Already constructed: - Approx. 300 labours were hired during the construction phase, temporary toilets were provided. 10 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits. For Future Construction: - Approx. 50 labours shall be hired, temporary Toilets shall be provided and 2 KLD of waste water generated from the construction site will be disposed off to septic tanks followed by soak pits During operation phase 355 KLD of waste water will be treated in the proposed S.T.P. of 400 KLD capacity. 185 KLD treated water will be reused.
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2.14 Give details of dual plumbing system if treated waste used is used for flushing of toilets or any other use.
Dual Plumbing line shall be provided in the complex for reuse of treated water.
3. VEGETATION
3.1 Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any)
Core Zone: No vegetation exists at site except few bushes and grasses which will be cleared at the time of construction. Buffer Zone:
S. NO.
BOTANICAL NAME COMMON NAME
1 Azadirachta indiaca Neem
2 Bauhinia purpurea Pink Butterfly
3 Bauhinia variegate Kachnar
4 Callistemon lanceolatus
Lemon Bottlebrush
5 Cassia fistula Aragvadha
6 Chorisia speciose Silk floss tree
7 Delonix regia Flame Tree
8 Erythrina blakeana Coral tree
9 Erythrina indica Indian Coral Tree
10 Ficus benjamins Weeping fig
11 Grevillea robusts Silk oak
12 Jacaranda Mimosifolis
Black poui
13 Lagertrocmia specioss
Crepe myrtle
14 Peltophorum ferrugineum
Copperpod
15 Plumeria alba sacuanjoche
16 Pterospermumacerio folium
Karnikara tree
3.2 Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project)
No vegetation exists at site except few bushes and grasses which was cleared at the time of construction.
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3.3 What are the measures proposed to be taken to minimize the likely impacts on important site features? (Give details of proposal for tree plantation, landscaping, creation of water bodies etc. along with a layout plan to an appropriate scale)
There will not be any kind of impact of this project on site features. The Shelter belt for the proposed project has been planned to provide a clean, healthy and beautiful green environment for the people to live in within the proposed project site. To minimize the impact, the provision of plantation area of 12762.216 sq m area, with lawns, ornamental shrubs and trees shall be provided.50% of the green area has already been developed.
4. FAUNA
4.1 Is there likely to be any displacement of fauna- both terrestrial and aquatic or creation of barriers for their movement? Provide the details.
Core Zone: Before construction, the proposed site was an open land and there were only some rats, dogs and squirrels, so this place was not the habitat for local fauna. There has not been any type of displacement or any other effect on the local fauna due to proposed project activities. Buffer Zone: There are no wild life sanctuaries within 10 km radius of the project site.
4.2 Any direct or indirect impacts on the avifauna of the area? Provide details.
As there was no distinct plantation at site, hence no avifauna existed at site hence, however, proper landscaping has been planned to provide a clean, healthy and beautiful green environment for the population. 50% of the landscaping has already been done. Common native variety of trees and ornamental flowering species have been planted in the green space which will attract avifauna & hence will have direct positive impact on the local avifauna & this will provide shelter to local birds.
4.3 Prescribe measures such as corridors, fish ladders etc. to mitigate adverse impacts on fauna
Not applicable
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5. AIR ENVIRONMENT
5.1 Will the project increase atmospheric concentration of gases & result in heat islands? (Give details of background air quality levels with predicted values based on dispersion models taking into account the increased traffic generation as a result of the proposed constructions)
The traffic will increase due to operation of the complex. Increased traffic generation of vehicles due to project will not cause significant increase in atmospheric concentration of gases and do not result in heat island formation. Tree plantation in the complex will be provided such that the impact of air pollution shall be minimized. D.G. Set of capacities 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA will be installed in the complex which will be operated during power cut only.
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.
No dust, odor will be generated at site. Smoke will be generated from the operation of DG sets. Proper emission standards will be maintained as per CPCB guidelines.
5.3 Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site.
The optimum parking provision is proposed in the stilt area & surface area. Hence there will be no shortage of parking space for vehicles. Total parking provision of complex is 798 ECS. 6 m wide internal roads shall be for one-way movement of traffic and 1 no of entry & exit has been provided.
5.4 Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category.
Maximum capacity of parking has already been provided on Basement & surface and proper route shall be provided for the traffic movement as well as pedestrian movement.
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.
To reduce/ avoid traffic following steps will be taken:
one-way traffic movement
No honking zone.
No vehicle movement in specified areas.
The foundation is made very hard and paved with rubber flooring to minimize the vibration.
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6. AESTHETICS
5.6 What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details.
DG Sets: 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA capacity.
Fuel: Low Sulphur H.S.D
Location of DG sets: Surface
D.G sets shall be bought acoustically enclosed & placed in acoustically treated room to reduce the noise from D.G. Sets with proper stack height as per C.P.C.B. norms to reduce the impacts on air quality around the project site. The noise emissions from D.G. Sets shall be meeting the noise level as per C.P.C.B guidelines. Low Sulphur fuel will be used to run these D.G. Sets. Vibration pads will be used in DG sets to minimize the vibration effect
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 open land does not have any scenic amenity or beauty. Construction of the complex has increased the beauty of the area by having proper landscaping. Yes, all considerations have been taken by the proponents.
6.2 Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account?
There may be some air pollution have happened, there will be no other adverse impacts from new construction/activities as construction has already been done at site only exterior finishing work will be undertaken which will not have much adverse impact on the existing structure.
6.3 Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Are there any anthropological or archaeological sites or artifacts nearby? State if any other significant features in the vicinity of the proposed site have been considered.
There are no typical urban form & urban design influencing the design criteria. No there is no anthropological or archaeological site or artifacts near the site. All significant features have been considered.
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7. SOCIO-ECONOMIC ASPECTS
7.1 Will the proposal result in any changes to the demographic structure of local population? Provide the details.
The project is Group Housing Complex thus there will be influx of population in the form of residents, staffs & visitors. Thus, there will be some change in the demographic structure of the area.
7.2 Give details of the existing social infrastructure around the proposed project.
Hospital Civil Hospital, Gurgaon-9.15 Km NE S.R.S.Hospital, Sector-84- 2.62 Km SE Shivam Hospital, Sector-30- 10.52 Km NE Post Office Post Office, Badshahpur, Sector-38- 8.92 Km SE Post Office, Kherki Daula, Sector-84- 2.59 Km SE Head Post Office, Gurgaon- 8.51 Km NE Place of Worship Shani Mandir,Kheriki Daula,Sector-84- 2.52 Km SE Guru Gorakhnath Ji Temple, Sector-33- 7.63 Km NE Shahi Jama Masjid,Sihi,Sector-84- 0.97 Km NE School Delhi Public School,Sector-84- 0.21 Km SW Govt. Senior Secondary School,Sec-84- 2.53 Km SE Matrikiran High School, Sec-83- 1.20 Km SE Bank Axis Bank ATM, Kherki Daula, Sector-84- 2.46 Km SE Indian Bank, Sector-37- 5.32 Km NE State Bank of India,Kasan Road, NH-8- 6.33 Km SW
7.3 Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed?
The proposed complex has been constructed within the designated site as per the defined building by-laws of government authority. There is no sacred site or cultural heritage site within vicinity of proposed project; hence no adverse impacts are envisaged.
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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 major materials required for construction of the project were steel, cement, bricks, flooring tiles/ stones,etc. construction materials such as brick were used at the time of construction which has high embodied energy. Energy conservation measures:-
1. Adequate design to limit the losses in transmission and distribution system.
2. Use of energy efficient devices like light sources such as LED lamps.
3. Use of insulation on roof top to reduce air-conditioning load in convenient area.
4. Use of capacitors at load centres to improve voltage and power factor to reduce distributional losses and also to avoid penalty by state electricity authority.
5. All high efficiency motors will be used in the complex.
6. 1% solar power provision of connected load shall be provided i. e.40 KW.
7. Air tunnels in the design to provide proper cross- ventilation for reducing power consumption.
8. Solar panel of 40 KW shall be installed.
8.2 Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts?
Already Constructed: Yes, transportation and handling of material had resulted in air & noise pollution; however, it was minimized by covering material by the tarpaulin, water sprinkling and ensuring PUC certificate of vehicles. For future construction- Transportation and handling of material would result in air & noise pollution; however, it will be minimized by covering material by the tarpaulin, water sprinkling and ensuring PUC certificate of vehicles. Detailed measures are given in chapter 9 of EIA Report.
8.3 Are recycled materials used in roads and structures? State the extent of savings achieved?
The C & D wastes generated was kept covered at site was reused to the extent possible and rest unused Construction and Demolition Waste was
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handed over to contractor as per the agreement for final disposal.
8.4 Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project.
The solid waste will be disposed off as per Municipal Solid Waste (Management and Handling) Rules, 2016. Details are given in chapter 9 of EIA Report.
9. ENERGY CONSERVATION
9.1 Give details of the power requirements, source of supply, backup source etc. What is the energy consumption assumed per square foot of built-up area? How have you tried to minimize energy consumption?
Power Requirement –4124 KW Source of Power: DHBVN Back-up Source: Power back up is proposed by using D.G. Sets of 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA capacity. During power failure D.G. Sets will start automatically. Fuel consumption for DG Sets has been calculated to be however, 452 L/hr (when in operation) and 35 L/month used oil from DG sets will be generated. Proper management of Used oil shall be taken care of. of Ultra Low Sulphur Diesel. As per the latest C.P.C.B. norms, D.G. Sets have to be installed in acoustic enclosure and silencer. LED, Energy Efficient Motors and pumps shall be used to conserve the electrical energy & to minimize the consumption of non-renewable fuel.
9.2 What type of and capacity of power back-up do you plan to provide?
DG Sets: 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA capacity Fuel: Ultra Low sulphur diesel.
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?
Plain Openable glass was used. The thickness of glazing glass is 5-6 mm depending upon the panel size to keep the U value of 0.56 BTU/hr-ft 2-F.
9.4 What passive solar architectural features are being used in the building? Illustrate the applications made in the proposed project.
Building design and envelope was optimized through selection of appropriate wall and roof construction and through adoption of solar measures.
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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? Substantiate with details.
Yes, the layout of buildings has been designed to maximize the potential for use of solar lighting per day devices. Yes, solar PV plant of 40 KW shall be installed. Street lights within the group housing are solar based.
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?
Solar Measures were adopted to provide shading devices for windows and roof which would effectively reduce heating up of building envelope. Louvers and sunshades will be used around windows in order to protect from direct sunlight. Roofs will be painted with reflective paints with solar reflectance ranging from 0.3-0.8.9. This will result in less absorption of sunlight causing 40 % back reflection and less heating of building structure during summer season. This will effectively reduce the heat load of the building envelope.
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 energy load of the proposed project. The space heating load will be minimized using solar structure and suitable buildings envelop material. LED light only shall be used for all common area. The diesel generator sets shall be automatically controlled to optimize their usage based on the actual load requirements at any time. Space conditioning will be provided as per norms of National Building Code – Part 8; Building Services Section 3–Mechanical Ventilation. Lighting intensity will be done as per the National Building Code Guidelines. CFC and HCFC free chiller will not be used.
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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?
No significant effect is envisaged on the surrounding environment of project. Increased traffic generation and use of diesel generators sets in the project will not cause significant increase in atmospheric concentration of gases and will not result in heat island formation.
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.
S. No Items Material used
1. Roof RCC slab
2. Wall Brick Wall
3. Glass Plain Glass
9.10 What precautions & safety measures are proposed against fire hazards? Furnish details of emergency plans.
The basic system of Fire Fighting shall be designed as per the provisions of the National Building Code 2016 Water shall be drawn from fire reserve tanks by electrically driven jockey pumps, Sprinkler Pump, Common Diesel Engine Driven Pump & fire pumps. A standby diesel engine driven pump for fire hydrant pump shall also be provided. All pumps shall have separate suction line from the fire suction header and delivery shall be connected to the system. Diesel engine driven fire pump shall be of the same capacity and shall back up the electrically operated fire hydrant, as per fire regulations. This will be operated in case of total electrical power or electrical pump failure. Independent jockey pumps (for hydrant line) shall operate intermittently in order to take care of hydraulic losses in the system and shall maintain the minimum pressure respectively in wet risers.
FIRE HYDRANTS
Fire department connections, capable of directly feeding the ring mains or static fire reserve tanks, shall also be provided near the main entrance. It shall also be provided on the external wall of the property near the main entrance.
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Internal standpipe fire hydrant system shall be provided with landing valve, hose reel, first aid hose reels, complete with instantaneous pattern short gunmetal pipe. FIRE HOSE CABINETS
The hose cabinet to accommodate the Hose Pipes, Branch Pipe, Nozzle and Hydrant Outlets shall be fabricated from 2 mm thick or 14 mm gauge aluminium sheet. Internal Hydrants shall accommodate the Hose Reel equipment. The hose cabinet shall be painted red and stove enameled. EXTINGUISHERS
Hand held extinguishers shall be located so that the maximum travel distance is not more than 23 meters and would generally be located in or adjacent to the fire hose reel cabinet. Fire Safety: The building materials shall be of appropriate fire resistance standards. Further, design shall include provisions for the following:
The electrical systems shall be provided with automatic circuit breakers activated by the rise of current as well as activated by over current.
Fire detection system.
Fire alarm system at appropriate places.
Means of escape
Access for fireman
Adequate fire-fighting requirement shall be taken into account while designing the electrical distribution system.
Emergency Lighting:
The emergency lights operated on battery power should be provided at appropriate locations such as corridors, common area, staircase, exit and entrance doors, parking etc.
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9.11 If you are using glass as wall material provides details and specifications including emissive and thermal characteristics.
No use of glass in wall material.
9.12 What is the rate of air infiltration into the building? Provide details of how you are mitigating the effects of infiltration.
All the window and door are airtight quality; hence we don’t foresee any air infiltration
9.13 To what extent the non-conventional energy technologies are utilized in the overall energy consumption? Provide details of the renewable energy technologies used.
Solar PV Plant of 40 KW shall be installed within the project.
10. ENVIRONMENT MANAGEMENT PLAN
10.1 The Environment Management Plan would consist of all mitigation measures for each item wise activity to be undertaken during the construction, operation and the entire life cycle to minimize adverse environmental impacts as a result of the activities of the project. It would also delineate the environmental monitoring plan for compliance of various environmental regulations. It will state the steps to be taken in case of emergency such as accidents at the site including fire.
Environment Management Plan is given in EIA report.
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TOR Compliance • Pointwise Compliance of TOR
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COMPLIANCE OF TERMS OF REFERENCE
S. No. Terms of Reference Reply
1 Project description, its importance and the benefits
The projection description is given in Chapter 2, section 2.1 of the EIA Report. The benefits of the project are given in chapter 8 of the EIA Report.
2 Project site details (Location, toposheet of the study area of 10 Km, coordinates, google map, layout map, land use, geological features and geo-hydrological status of the study area, drainage)
The proposed project Residential Complex is located at Sector-84, Gurgaon, Haryana. The map showing location, toposheet of the study area of 10 Km, coordinates, google map, layout map, land use, of the project is given in chapter 2, section 2.3. The geological features and geo-hydrological status of the study area, drainage is given in Chapter 3, Section 3.7 of EIA report.
3 Land use as per the approved Master Plan of the area, permission/approvals required from the land-owning agencies, Development Authorities, local body, water supply & sewerage Board
Land use has been changed from vacant land to group housing. The development confirms to the master plan of the area. The license has been granted for development of group housing project vide license No 26 of 2011 by Town and Country Planning. The development was done as per approved building plan. Layout plan is given in enclosure - 18 Water Assurance is attached as Enclosure-7.
4 Land Acquisition status, R&R details
The license has been granted for development of group housing project vide license No. 26 of 2011 by Town and Country Planning to Mrs. Mahendra kaur Sachdeva & others. Mrs. Mahendra kaur Sachdeva & others have collaborated with Spaze Towers Pvt. Ltd. No R&R was required.
5 Forest and Wildlife and eco-sensitive zones, if any in the study area of 10 km clearance required under the Forest (Conservation) Act, 1980, the Wildlife (Protection) Act, 1986.
No Forest and Wildlife and eco-sensitive zones falls in the study area of 10 km which require clearance under the Forest (Conservation) Act, 1980, the Wildlife (Protection) Act, 1986. Hence, Not Applicable
6 Baseline environmental study for ambient air (PM10, PM2.5, SO2, NOx & CO), water (both surface & ground), noise and soil for one month (except
As per TOR, Baseline environmental study was done for one month, during February 2018 as per ToR granted. Detailed Baseline environment study for ambient air (PM10, PM2.5, SO2, NOx & CO), water (both surface &
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monsoon period) as per MoEF&CC/CPCB guidelines at minimum 5 locations in the study are of 10 Km
ground), noise and soil for one month (except monsoon period) as per MoEFF&CC/CPCB guidelines at minimum 5 locations in the study area of 10 Km are enclosed in Chapter 3, Section 3.5, 3.6, 3.8 and 3.9 respectively of EIA report.
7 Details on flora &fauna and socio-economic aspects in the study area.
Details on flora &fauna and socio-economic aspects in the study area are enclosed in Chapter 3.12 and 3.13 respectively of EIA report
8 Likely impact of the project on the environmental parameters ambient air, surface and ground water, land, flora and fauna and socio-economic, etc.
Likely impacts and their mitigation measures for ambient air is given in Chapter 4, Section 4.3 of EIA report. The Likely impacts and their mitigation measures for surface and ground water is given in Chapter 4, Section 4.4 of EIA report. The Likely impacts and their mitigation measures for land is given in Chapter 4, Section 4.1 of EIA report. The Likely impacts and their mitigation measures for flora and fauna and socio-economic are given in Chapter 4, Section 4.6 & 4.8 of EIA report respectively.
9 Source of water for different identified purposes with the permissions required from the concerned authorities, both for surface water and the ground water (by CGWA) as the case may be, rain water harvesting, etc.
Fresh water is and will be sourced by HUDA for which permission shall be obtained. Rest water requirement is being met from the treated water of in house STP.
10 Waste water management (treatment, reuse and disposal) for the project and also the study area.
Waste water management (treatment, reuse and disposal) for the project and also the study area is enclosed in Chapter 9.2 of EIA report.
11 Management of solid waste and the construction & demolition waste for the project vis-a-vis the Solid Waste Management Rules, 2016 and the Construction & Demolition Rules, 2016
Management of solid waste and the construction & demolition waste for the project vis-a-vis the Solid Waste Management Rules, 2016 and the Construction & Demolition Rules, 2016 is enclosed in Chapter 9.5 of EIA report.
12 Energy efficient measures (LED lights, solar power, etc) during construction as well as during operational phase of the project
Energy efficient measures is and will be adopted during construction as well as during operational phase of the project. The detailed is given in Chapter 5 of EIA Report.
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13 Assessment of ecological damage with respect to air, water, land and other environmental attributes. The collection and analysis of data shall be done by an environmental laboratory duly notified under the Environment (Protection) Act, 1986, or an environmental laboratory accredited by NABL, or a laboratory of a Council of Scientific and Industrial Research (CSIR) institution working in the field of environment.
Assessment of ecological damage with respect to air, water, land and other environmental attributes has been done by Perfact Researchers Pvt. Ltd and is given in chapter 7 of EIA Report.
14 Preparation of EMP comprising remediation plan and natural and community resource augmentation plan corresponding to the ecological damage assessed and economic benefits derived due to violation.
EMP has been prepared comprising remediation plan and natural and community resource augmentation plan corresponding to the ecological damage assessed and economic benefits derived due to violation and is given in chapter 7, section 7.9 of EIA Report.
15 The remediation plan and the natural and community resource augmentation plan to be prepared as an independent chapter in the EIA report by the accredited consultants.
As per Annexure III of EIA Notification 2006, any additional study has to be incorporated in the chapter 7 (Additional Studies), The remediation plan and the natural and community resource augmentation plan has been prepared (Rev no 66, 5th Junel 2018 at S. No. 114) and the same is given in chapter 7, section 7.9 of the EIA report.
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Environment Impact Assessment Report
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Form 1 & 1A, TOR Compliance and EIA REPORT
Group Housing “SPAZE PRIVY AT4”
at
Village – Sihi, Sector - 84, Gurgaon, Haryana TOR letter no.: F.No. 23-32/2018-IA-III dated 04 April 2018
Total Built Up Area: 1,18,795.578 m2
Category:8(a)
Baseline Season: February 2018
Baseline Data Collection by: Perfact Researches Pvt. Ltd.
Damage Assessment Prepared by: Perfact Researches Pvt. Ltd.
Cost of Project: Rs. 170.23 crores
Being Developed by:
M/s Spaze Towers Pvt. Ltd.
Spazedge Commercial Complex, Sector-47,
Sohna Road, Gurgaon
Contact person: Mr. Dhiraj Malik
Phone No.: +91-9896253992
Email-id: [email protected]
M/s Perfact Enviro Solutions Pvt Ltd (NABET Registered wide list of accredited consultant’s organizations/
Rev. 66/ 05th June, 2018 at S.No.-114)
5th Floor, NN Mall, Manglam Place
Sector 3, Rohini, New Delhi
Email: [email protected]; Phone: 011- 49281360
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Chapter 1: INTRODUCTION
The project, Group Housing Project “Spaze Privy AT4” is situated at Sector-84, Gurgaon, Haryana
being developed by M/s Spaze Tower Pvt Limited. The plot area of the project is 42540.72 sqm
and built-up area of the project is 118795.578 sqm. The project was applied for environmental
clearance in year 2012 at Haryana SEIAA. There was certain shortcoming in application and the
additional documents were submitted. After many submissions of reply, case was not granted
environment clearance and in the meantime the construction has started.
Thereafter, show cause notice was received vide letter no HSPCB/GRS/2016/6688-89 dated
09.12.2016 for violation of EIA notification of 14.09.2006. Thereafter construction was stopped.
The total built-up area of the project is 1,18,795.578 sqm which is less than 1,50,000 sqm thus, it
falls under category 8(a) of EIA Notification, 2006 but in the light of MoEFF&CC Notification no.
S.O 804 (E) dated 14.03.2017, where it has been clearly notify that the violation
cases/noncompliance will be treated as ‘A’ category project, hence, Application for Grant of
Terms of Reference under violation category was submitted to MoEF&CC on 06.05.2017.
Subsequently, it was considered in EAC meeting dated 19.02.2018 and thereafter, TOR was
granted by MoEF&CC vide its letter no. F.No. 23-32/2018-IA-III dated 04th April, 2018. Now as per
amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no. Z-11013/22/2017-
IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’, of Schedule 8(a) &
is exempted from Public Hearing and will be appraised by SEAC/SEIAA, Haryana.The project is
proposed with 11 blocks, include Dwelling Units, EWS units, Club & Shops. All blocks are finished
with plastering work. Presently, no further work is being carried out at site.
CHRONOLOGY OF THE PROJECT
S.no Status Line of action Date
1 Land status Collaboration Agreement executed at Gurgaon between Spaze Towers Pvt. Ltd. & Mrs. Mahendra kaur Sachdeva & others
23-08-2010
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2 License License was granted to Mrs. Mahendra kaur Sachdeva & others by Town & country planning Department vide License no. 26 of 2011
25-03-2011
3 AAI Approval NOC approved by Airport authority of India vide letter no. AAI/NOC/2011374/2769
19-09-2011
4 Zoning Plan Zoning plan approved by DTCP, Haryana vide memo no. ZP-699/JD (BS)/2011/14695
03-10-2011
5 Excavation on Site
Excavation of site was completed by contractor April 2012
6 Mining Permission
Permission for mining was obtained by Department of Mines & Geology, Gurgaon, Haryana vide permit no. 1155
22-05-2012
7 Building Plan approval
Building Plan approved by DTCP, Haryana vide memo no. ZP-699/JD (BS) 2012/9678
06-06-2012
8 Environmental clearance application
Application for environmental clearance with Form 1 & Form 1A submitted to SEIAA, Panchkula
18-06-2012
9 Essential detailed sought
Shortcoming generated in the application by SEIAA vide letter no. HR/SEAC/2012/207/68
26-06-2012
10 Reply to query Reply to SEIAA pursuant to letter HR/SEAC/2012/207/68 regarding supply of information required in EDS
20-09-2012
11 Appraisal meeting
Appraisal of the project was done in 71st SEAC meeting
11-12-2012
12 Query Raised Queries regarding non-matching of description of GPA grantor raised vide letter no. HR/SEAC/2012/207/897
24-12-2012
13 Reply to query Collaboration agreement and GPA License copy affidavit of MK Sachdeva submitted at SEIAA
28-01-2013
14 Civil Work The civil work of the project site started by hiring Civil contractor
January 2013
15 Forest NOC Forest clearance was obtained from Dy. Conservator of forest, Gurgaon vide letter no. 2523-G
15-03-2013
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16 Appraisal meeting
Project appraisal was again done in 80th SEAC meeting
29-04-2013
17 Queries raised Queries regarding shortcoming in the 80th meeting was raised vide F. no. HR/SEAC/2013/207/145 (Majority of them included non-technical queries)
08-05-2013
18 Reply to query Reply to query letter vide HR/SEAC/2013/207/145 submitted to SEIAA
30-05-2013
19 Appraisal meeting
project appraisal was again done in 84th SEAC meeting
17-06-2013
20 Queries raised Queries were raised regarding Aravali & Forest clearance in 84th SEAC meeting
17-06-2013
21 Aravali NOC Aravali clearance was obtained from Dy. Conservator of forest, Gurgaon vide serial no. 72/MB
20-06-2013
22 Reply to query Aravali clearance & Forest clearance was submitted to SEAC
20-06-2013
23 Queries Raised Query letter received regarding the SEAC 84th meeting vide f.no- HR/SEAC/2013/207/411
25-06-2013
24 Reply to query Reply to query letter of SEAC 84th meeting vide f.no- HR/SEAC/2013/207/411 submitted to SEIAA
11-07-2013
25 Appraisal meeting
Project appraisal was again done in 95th SEAC meeting
27-11-2013
26 Queries Raised Again, queries received from SEAC vide F.no.- HR/SEAC/2013/207/918
23-12-2013
27 Reply to query Reply to the query letter vide F.no.- HR/SEAC/2013/207/918 submitted to SEIAA
04-01-2014
28 Structural Work Structural work of tower 1-10 completed 01-03-2014
29 Appraisal meeting
Project appraisal was again done on 102nd SEAC meeting
16-04-2014
30 Site inspection SEAC constituted a subcommittee at site to verify the status of construction vide Endst no.- SECY/SEAC/2014/1194
24-04-2014
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31 Queries Raised As per the site inspection queries were raised by SEAC regarding affidavit for Work has been stopped and Board resolutions of Director vide F.no-HR/SEAC/2014/207/1457
14-07-2014
32 Brick Work Brick Work for tower 1-5 completed May 2015
33 Brick Work Brick work for tower 6-11 completed July 2015
34 Request letter Request letter for grant of environment clearance submitted to SEAC
27-08-2015
35 Plaster work Plaster work for tower 1-11 completed Oct 2015
36 Query letter Received query regarding undertaking for work stoppage and Board Resolution of director vide file no.- HR/SEAC/2015/129
02-11-2015
37 Reply to query Reply regarding query letter vide F.no.- HR/SEAC/2015/129 consist of undertaking for work stoppage and Board Resolution of director submitted to SEIAA
03-12-2015
38 SPCB notice Show cause notice for closure under section 31-A of the AIR (prevention and control of pollution) Act, 1981
24-06-2016
39 SEAC Notice Final notice for submission of details received from SEAC vide F.no- HR/SEAC/01/2016/1548
20-10-2016
40 Request letter Request letter to grant one-month extension time for submission of details asked by SEAC vide F.no- HR/SEAC/01/2016/1548
16-11-2016
41 SPCB notice Show Cause notice was received vide letter no HSPCB/GRS/2016/6688-89 for violation of EIA notification of 14.09.2006
09.12.2016
41 TOR Letter TOR granted vide File no. F. No. 23-32/2018-IA-III
04-04-2018
PROFILE OF THE PROJECT PROPONENT:
The project is being developed by M/s Spaze Towers Pvt. Ltd.,
Project proponent: M/s Spaze Towers Pvt. Ltd.,
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Registered Office: Spazedge Commercial Complex, Sector-47, Gurgaon Sohna Road, Gurgaon-
122002, Haryana,
IMPLEMENTING ORGANIZATION
The license has been granted to Spaze Towers Pvt. Ltd. for development of group housing project
by Town and Country Planning vide license No 26 of 2011 valid up to 24-03-2019.
ENVIRONMENTAL CONSULTANT INVOLVED IN THE PROJECT:
M/s Perfact Enviro Solutions Pvt. Ltd. established by experienced environmental and related
experts, provides specialized services in the field of Environment and Pollution Control for all
types of Industrial, Construction, Nuclear Sciences, Bio-diversity, Mining and other related fields.
Our transparent and professional approach, commitment to excellent quality and service, timely
deliveries have contributed to create a name in the field of environment.
M/s Perfact Enviro Solutions Pvt. Ltd. is NABET Registered vide list of accredited consultant
organizations/ Rev 70/ 11th October 2018 at S.No.-116) & an ISO 9001:2015 & ISO 14001:2015
Certified Company.
Declaration by Experts contributing to the EIA Group Housing Project “Spaze Privy AT4” at Sec-
84, Gurgaon, Haryana by M/s Spaze Towers Pvt. Ltd.
I, hereby, certify that I was a part of the EIA team in the following capacity that developed the
above EIA.
EIA coordinator: Neha Aggrawal
Name: Neha Aggrawal
Signature and Date: 15.10.2018
Period of involvement: ....................................................................................................................
Contact information: 9711610984
Functional area experts:
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S. No. Functional Area Name of the experts Involvement
(period and
task)
Signature and
date
1.
AP*
Nipun Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
2.
WP*
Praveen Bhargava Involment-
01.04.2017 to
15.07.2018 15.10.2018
3.
SHW*
Praveen Bhargava Involment-
01.04.2017 to
15.07.2018 15.10.2018
4.
SE*
Rachna Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
5.
EB*
Rajiv Kumar Involment-
01.04.2017 to
15.07.2018
15.10.2018
6.
HG*
Santosh Pant Involment-
01.04.2017 to
15.07.2018 15.10.2018
7.
GEO*
Santosh Pant Involment-
01.04.2017 to
15.07.2018 15.10.2018
8.
SC*
Praveen Bhargava Involment-
01.04.2017 to
15.07.2018 15.10.2018
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*One TM against each FAE may be shown
**Please attach additional sheet if required
Declaration by the Head of the accredited consultant organization/ authorized person
I Praveen Bhargava, hereby, confirm that the above-mentioned experts prepared the EIA
of Group Housing Project “Spaze Privy AT4” at Sec-84, Gurgaon, Haryana by M/s Spaze
Towers Pvt. Ltd. I also confirm that EIA Coordinator (EC) has gone through the report,
and the consultant organization shall be fully accountable for any misleading information.
It is certified that no unethical practices, plagiarism involved in carrying out the work and external
data / text has not been used without proper acknowledgement while preparing this EIA report.
Signature:
Name: Praveen Bhargava
Designation: Managing director
Name of the EIA consultant organization: Perfact Enviro Solutions Pvt. Ltd.
NABET Certificate No. & Issue Date: QCI/NABET/EIA/ACO/18/736 valid till 27.11.2018
9.
AQ*
Nipun Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
10.
NV*
*** Involment-
01.04.2017 to
15.07.2018
11.
LU*
Rajneesh Maurya Involment-
01.04.2017 to
15.07.2018 15.10.2018
12.
RH* Nipun Bhargava
Involment-
01.04.2017 to
15.07.2018
15.10.2018
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NABET Certification Letter
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METHODOLOGY
This EIA/EMP report has been prepared based on the following:
1. EIA Guidance Manual for Township/ Area Development Projects, Ministry of Environment &
forests.
2. Observations made by M/s Perfact Enviro Solutions Pvt. Ltd. during visits to the study area
and collection of primary and secondary environmental data.
The main components of the method are:
• Impact Identification
• Impact Assessment
• Impact Evaluation
• Mitigation Measures
LAND DESCRIPTION
The site having a land area 42540.72 sqm is located at Sector- 84, Gurgaon, Haryana.
District : Gurgaon
State : Haryana
Latitude : 28°24’29.30"N
Longitude : 76°57’42.39"E
ENVIRONMENTAL LEGISLATIONS APPLICABLE TO THE PROJECT
Following legislations are applicable to the project. Therefore, it is the responsibility of the
developer to comply with these legislations.
➢ THE WATER (PREVENTION AND CONTROL OF POLLUTION) ACT 1974
Under Section 25. Restrictions on New Outlets and New Discharges
– Applicable due to discharge of waste water from the Group Housing Complex.
– Under the above-mentioned act, we shall take consent “consent to establish” & “consent
to operate” of the State Pollution Control Board.
➢ THE AIR (PREVENTION AND CONTROL OF POLLUTION) ACT, 1981
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Under section 21. Restrictions on use of certain industrial plants.
– Applicable due to provision of DG Sets which will be source of air emission to atmosphere.
Stack shall be installed.
– Under the above-mentioned act, we shall take consent “consent to establish” & “consent
to operate” from the State Pollution Control Board.
➢ THE MUNICIPAL SOLID WASTES (MANAGEMENT AND HANDLING) RULES, 2000 & SOLID
WASTE MANAGEMENT RULES, 2016
– As per this rule solid waste is to be segregated and disposed as per defined procedure at
MSW approved site or within its own complex by using different solid waste disposed
technologies.
➢ HAZARDOUS WASTE (MANAGEMENT, HANDLING AND TRANSBOUNDARY MOVEMENT)
RULES, 2008 AND HAZARDOUS WASTES (MANAGEMENT & TRANSBOUNDRY MOVEMENT)
RULES, 2016
– Hazardous wastes shall be collected, treated, stored at isolated locations.
– It will be given to authorized recyclers/ service providers only.
– Authorization under this rule shall be taken from SPCB.
➢ E-WASTE (MANAGEMENT AND HANDLING) RULES, 2011 & E-WASTE (MANAGEMENT &
HANDLING) RULES, 2016
– E-waste shall be collected and stored at isolated location in the Group Housing Complex.
– It shall be disposed through approved recycler only.
➢ THE NOISE POLLUTION (REGULATION AND CONTROL) RULES, 2000
– The noise levels in any area shall not exceed the ambient noise quality standards in
respect of noise as specified in the schedule.
– The authority shall be responsible for the enforcement of noise pollution control
measures and the due compliance of the ambient noise quality standards in respect of
noise.
➢ CONSTRUCTION & DEMOLITION WASTE MANAGEMENT RULES, 2016
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– The rules shall apply the proposed project will involve construction of civil structure of
group housing complex which will generates construction and demolition waste such as
building materials, debris, rubble.
➢ PLASTIC WASTE MANAGEMENT RULES 2016
– Plastic waste, which can be recycled, shall be channelized to registered plastic waste
recycler and recycling.
– It will be given to authorized recyclers/ service providers only.
– Authorization under this rule shall be taken from SPCB.
➢ ENVIRONMENT (PROTECTION) AMENDMENT RULES, 2018
– It is Mandatory Implementation of Dust Mitigation Measures for Construction and
Demolition Activities for projects requiring Environmental Clearance
➢ EIA NOTIFICATION, 2006 AND AMENDMENTS
EIA Notification, 2006 falls under EPA, 1986 under this act any project which has probable impact
on the environment is listed under 34 categories, then unit are required to take prior
environmental clearance after occupying/identifying the land for particular use.
The project comes under category “B” & listed in 8(a) schedules as per EIA notification, 2006. All
projects or activities in the schedule, whether expansion and modernization of existing projects
or activities and change in product mix shall require prior environmental clearance from the
MoEF&CC/State Environmental Impact Assessment Authority (SEIAA) or in absence of SEIAA,
Central Government in the ministry of Environment and Forests on the recommendation of
Expert Appraisal Committee to be constituted by the Central Government.
➢ NOTIFICATION NO. S.O.804(E) DATED 14.03.2017 AND AMENDMENTS (FOR VIOLATION
CASES)
As per notification it has been notified that the violation cases/non-Compliance will be treated
as ‘A’ category projects. Hence, in view of the aforesaid notification, where it has been clearly
stated that the projects in category shall be entitled to apply for environmental clearance under
Violation Category.
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As per the notification vide S.O. 804(E) dated 14.03.2017 the project was submitted to MoEF&CC
under violation category. Under this notification the TOR was granted for group housing complex
by MoEF&CC vide its letter no. F.No. 23-32/2018-IA-III dated 04th April, 2018.
Now as per amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no.
Z-11013/22/2017-IA. II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’,
of Schedule 8(a) & is exempted from Public Hearing and shall be appraised by SEAC Haryana. The
baseline data was collected for one month i.e. February 2018. We are submitting the EIA Report
along with TOR Compliance under Category “B” as violation case.
NORMS & CODES APPLICABLE TO THE PROJECT
❖ Fire Fighting and High-rise building Norms
For Buildings, more than 15 m height- All necessary fire-fighting equipment shall be in place
before the occupancy of the building.
Mandatory Mock-up drills- Regular and periodic mock-up drills shall be undertaken by the
Fire Department at least once in a year.
NOC from the Fire Department- NOC shall be obtained from the local Fire Station at 2 stages
a) Before the construction
b) Before the occupation of the Building
Applicable guidelines of Fire Department National/State Disaster Management Authority
shall be strictly followed by the developer and occupiers/Cooperative Societies.
❖ Energy Conservation Building Code (ECBC Codes) 2007 & amended in 2017:
The norms shall be applicable to all the buildings constructed on plot having land area> 500
sq m.
The provisions of the code apply to:
– Building envelops, except for unconditioned storage spaces or warehouses
– Mechanical systems
– and equipment, including heating, ventilating, and air conditioning (HVAC)
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– Service hot water heating
– Interior and exterior lightning
– Electrical power and motors
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Chapter 2: DESCRIPTION OF THE PROJECT
GOAL & OBJECTIVE OF THE PROJECT:
The Group Housing Project “Spaze Privy AT4” is situated at Sector-84, Gurgaon, Haryana being
developed by M/s Spaze Tower Pvt Limited. The plot area of the project is 42,540.72 sqm and
built-up area of the project is 1,18,795.578 sqm. The project was applied for environmental
clearance in year 2012 at Haryana SEIAA and in the meantime the construction has started.
The total built-up area of the project is 1,18,795.578 sqm which is less than 1,50,000 sqm thus, it
falls under category 8(a) of EIA Notification, 2006 but in the light of MoEFF&CC Notification no.
S.O 804 (E) dated 14.03.2017, where it has been clearly notify that the violation
cases/noncompliance will be treated as A category project. Therefore, TOR was by MoEF&CC vide
letter no. F.No. 23-32/2018-IA-III dated 04th April, 2018. Now as per amendment in notification
vide S.O. 1030(E) dated 8th March,2018 & OM no. Z-11013/22/2017-IA. II (M) dated 15.03.2018
& 16.03.2018, the project falls under category ‘B’, of Schedule 8(a) & is exempted from Public
Hearing and will be appraised by SEAC/SEIAA, Haryana.
SIGNIFICANCE OF THE PROJECT:
It will increase Infrastructure of the area & will provide better life style. It will provide healthy,
green & safe premises. It will provide a better living environment with amenities like, dwelling
units, EWS units, Club & shops etc.
SELECTION OF SITE:
A. Location: The proposed “Spaze Privy AT4” (Group Housing) is at Sector – 84, Gurgaon,
Haryana.
Latitude 28°24’29.30"N
Longitude 76°57’42.39"E
Elevation 225 m
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2-1; LOCATION MAP
B. Infrastructure around the Site
i. Physical
The surrounded area is moderately developed area. Area is well connected by road network and
has power supply with all necessary amenities
ii. Social Facilities
There is residential area near by project site.
Hospital S.R.S.Hospital, Sector-84 Civil Hospital, Gurgaon Shivam Hospital, Sector-30 Post Office Post Office, Kherki Daula, Sector-84 Head Post Office, Gurgaon Post Office, Badshahpur, Sector-38 Place of Worship Shahi Jama Masjid, Sihi, Sector-84 Shani Mandir, Kheriki Daula, Sector-84 Guru Gorakhnath Ji Temple, Sector-33
2.62 Km SE 9.15 Km NE 10.52 Km NE 2.59 Km SE 8.51 Km NE 8.92 Km SE 0.97 Km NE 2.52 Km SE 7.63 Km NE
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School Delhi Public School, Sector-84 Matrikiran High School, Sec-83Govt. Senior Secondary School, Sec-84 Bank Axis Bank ATM, Kherki Daula, Sector-84 Indian Bank, Sector-37 State Bank of India, Kasan Road, NH-8
0.21 Km SW 2.53 Km SE 1.20 Km SE 2.46 Km SE 5.32 Km NE 6.33 Km SW
Table 2-1; Social infrastructure Available near the project
C. Connectivity:
The project is located at Sector – 84, Gurgaon, Haryana
S. No. Accessibility Description Distance & Direction
1. Highway/ Road Approach road
Dwarka Express Way
NH-8
SH-15A(Pataudi Road)
KMP Express Highway
Adjacent to site, SE
0.5 Km, NE
2.2 Km SE
2.3 Km NW
9 Km WSW
2. Railway Station Garhi Harsaru Junction Railway 4.5 Km NW
3. Nearest airport
Indira Gandhi International
Airport
21.23 Km NE
D. Seismicity: Project Site is located in seismic zone IV.
E. Physiographic and topography of the area: There are no significant physiographic
features seen in the city area or the surroundings. The entire area is monotonously flat.
The latitude & longitude of the site is 28°24’29.30"N & 76°57’42.39"E respectively.
Topographical map is given below.
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Figure 2-2; TOPOGRAPHICAL MAP
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F. Ecological Sensitivity: There is no ecological sensitive area in core zone. The ecological
sensitivity of buffer zone is as follows:
Water Body
Najafgarh Jheel
Ghata or Badshahpur Nadi
Nala near Dhankot
Nala near Basai Dhankot Rly Station
10.78 Km N
3.62 Km NE
7.26 Km NN
7.29 Km NE
Eco-Sensitive Area
Sultanpur Bird Sanctuary 9.16 Km NW
State boundary
Delhi Boundary 10.89 Km N
Table 2-3; Ecological sensitive area
G. Land Form & Land Ownership
Earlier it was agricultural land and the Town & Country Planning changed the land use to
group housing. Construction had already been started hence, change in land use has
already been done to Group Housing complex.
Location of Land
Google Map showing location is given in Fig. 2-1 below
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Figure 2-3; Satellite image of the project using Google Earth
Figure
2-4;
Layout of the project
TIME FRAME OF THE PROJECT:
Time Expected: Approx. Six Years
FOR PAVING DETAIL
REFER DWG L-AT4-106
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Time already Taken: Approx. 4.5 years
Further Time required: Approx. 1.5 year
After all the statuary approvals from Govt. Authorities and the grant of Environment Clearance,
rest of the construction work shall be done.
2.2.1 SITE PHOTOGRAPHS
Figure 2-4 Site Photographs
CONSTRUCTION STATUS: -
Structure of all 11 Towers completed & partial exterior and interior finishing work yet to be
completed along with construction of STP (Civil work completed but Mechanical, electrification
and stabilization yet to be done), RWH pits (90 % structure completed) , DG Sets (Stack installed,
installation of DG sets is yet to be done) , plantation work (50% completed) and Road work (95
% completed).
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STATUS OF CONSTRUCTION (as on date)
S.NO. DESCRIPTION DETAIL
1. Excavation work Completed
2. Foundation Completed
3. RCC work Completed
4. Masonry work Completed
5. Roofs Completed
6. Timber work (Door and windows) 95% Done
7. Piping of water & sewage Completed
8. Drainage System Completed
9. Sewage Treatment Plant 80% completed
10. Rainwater Harvesting 90% completed
11. Plantation 50% completed
12. Roads 95% completed
13. Installation of Electrical & mechanical items & fire 60% completed
14. Plastering Completed
15. Bathroom fitting & plumbing work Not started
16. Flooring 90% completed
17. Painting and exteriors 40% completed
18. DG sets & Stack 10% completed
Table 2-3 Details of construction already done
PROJECT DETAILS:
The plot area of project is 42,540.72 sqm (10.512 Acre) and built up area of 1,18,795.578 sq m.
The building plan approval for the project was granted vide letter no. ZP-699/JD (BS)/2012/9678
dated 06.06.2012 The area detail breakup is given in table-
TOTAL AREA DETAILS: -
S.No. Particulars Unit Total
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1. Total Plot Area m2 42540.72
2. Ground Coverage (Permissible) (35%) m2 14889.25
3. Ground Coverage (Proposed) (15%) m2 6362.42
4. F.A.R (Permissible) (1.75) m2 74446.26
5. F.A.R (Proposed) (1.75) m2 74422.51
6. Non-F.A.R Area m2 19290.96
7. Basement Area m2 25082.108
8. Total Built up Area (FAR+ Non-FAR+ Basement Area)
m2 118795.578
9. Green Area (30%) m2 12762.216
10. Road Area & open area m2 23416.084
11. No. of Floors m2 G+20
12. No. of Tower m2 11
13. Levels of Basement m2 1 No.
14. Height of Building m2 73.2 m
15. Number of Dwelling Units No. 532
16. EWS Unit No. 96
17. Servant Unit No. 63
18. Power Requirement KW 4124
19. No. of DG sets KVA 2 X 1010 KVA 1 X 750 KVA 1 X 500 KVA
20. Rain Water Harvesting Pit No. 11
21. STP Capacity KLD 400
22. Parking Required ECS 798
23. Parking Provision ECS 798
Table 2-4; Total area detail
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POPULATION
During Construction phase (already done), During initial construction work, around 30-50
labours were engaged. Later at various times maximum upto 300 Nos. local labour was engaged.
The certificate of registration under Sub-Section (3) of Section 7 of the building and the other
construction work (registration of employment and Condition of Service) Act, 1996 was taken.
During Construction phase (future), Approx. 50 Nos. local labour shall be employed for the
construction of the group housing project.
During Operation phase, the total population of the project will be 3328 which will consist of
Resident of dwelling units, servant unit & EWS, Staff and Visitors.
Type Population
Resident of Dwelling units 2660
Resident of EWS 192
Resident of Servant units 126
Staff 50
Visitors 200
TOTAL 3328
Table 2-2; Population details
PROVISION OF AMENITIES
During Construction phase (Already Done):
As per the records available with project, following amenities were provided during construction
phase
• Toilet Facility for workers
• Drinking water Facility for workers
• Kitchen Facility for labours
• Rest Room Facility for staff
During Construction phase (Future):
Following amenities were provided during construction phase
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• Toilet Facility for workers
• Drinking water Facility
• Rest Room Facility
• Kitchen Facility
• Creche Facility
During Operation Phase
As the proposed project is group housing, it will have amenities like club & shops.
WATER SUPPLY SOURCE AND CONSUMPTIONS:
During Construction phase (Already Done):
➢ 15 KLD of water was required during construction work which was met through STP
Tanker supply. For 300 labours, 13 KLD of water for domestic purpose was sourced
through the Canal water/River water tankers.
➢ Temporary toilets were provided. 10 KLD of waste water generated from the construction
site was disposed off to septic tanks followed by soak pits.
➢ Run-off from the construction site was channelized to drains leading to the existing RWH
pit.
During Construction phase (Future):
During the construction of the proposed project, the services required like water supply and
sewage facilities shall be arranged on a temporary basis and the same shall be maintained
without any adverse impact on the environment.
➢ 5 KLD of Water required during construction work shall be met through STP Tanker
supply. For 50 labours, 3 KLD of Domestic water was sourced through the Canal
water/River water tankers.
➢ Temporary Toilets shall be provided and 2 KLD of waste water generated from the
construction site will be disposed off to septic tanks followed by soak pits.
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➢ During the construction period, runoff from the construction site shall not be allowed to
stand (water logging) or enter into the roadside or nearby drain. The runoff due to rain
water from the site shall be collected and reused.
➢ The vehicles carrying construction material and construction debris shall be cleaned
before it is permitted to ply on the road.
➢ Wheel washing arrangement of construction vehicle shall be provided at site.
During Operation Phase
The total water requirement will be 443 KLD out of which fresh water requirement will be 258
KLD, which will be met by HUDA/municipal supply. The amount of waste water of 355 KLD will
be generated from the complex and the same will be treated in in-house STP of 400 KLD. Total
treated water is 321 KLD out of which 185 KLD shall be utilized for flushing, gardening & DG
cooling, rest 135 KLD treated water will be discharged into sewer line. Civil work of STP is
completed, only Mechanical, electrification and stabilization are yet to be done.
Particulars Total after expansion
Source of Water for further construction Treater water from STP through tanker supply
Source of Water During Operational Phase Municipal supply of HUDA
Total Water Requirement 443 KLD
Waste Water Generation 355 KLD
Treated water for reuse 185 KLD
STP Capacity 400 KLD
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SOLID WASTE MANAGEMENT
During Construction phase (Already Done):
For average 300 labours, total 45 kg/ day of solid waste was generated from labours which was
collected and disposed off at designated MSW dump site by contractor. Used oil whenever
generated from the DG set of 125 KVA was given to DG set service provider for disposal of used
oil. The C & D wastes generated was kept covered at site was reused to the extent possible and
rest unused Construction and Demolition Waste was handed over to contractor as per the
agreement for final disposal. The Contractor had sold the C&D waste for ongoing construction of
roads & highways in the nearby area.
During Construction phase (Future):
For 50 labours, approx. 8 Kg/day of Municipal Solid Waste shall be generated from temporary
labours which shall be disposed off as per Municipal Solid Waste Handling norms. Used oil
whenever generated from the DG sets shall be kept in an isolated area and in leak proof container
and shall be sent to approved recycler. C&D waste generated shall be disposed off as per
Construction and Demolition Waste Management and Handling Rules, 2016.
During operation phase
MUNICIPAL SOLID WASTE
After operation of the complex the total solid waste generation for 3228 people (resident, staff
& visitors) will be approximately 1378 kg/day Out of which approx. 964 Kg/day of Bio-Degradable
waste shall be treated in OWC and convert the waste into manure. The compost shall be used in
green area within the project premises & unused manure will be given to nearby nursery. 344
Kg/day of recyclable Waste & 69 Kg/day of plastic waste will be given to Authorized Vendor.
HAZARDOUS WASTE
The only hazardous waste generated within the project will be used oil due to operation of DG
sets during power failure. The used oil shall be stored in leak proof drums and shall be given to
approved recycler as per The Hazardous & other Wastes (Management and Transboundary
Movement) Rules, 2016.
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ELECTRONIC WASTE
E-waste consists of all electrical & electronic waste. E-wastes generated shall be given to
approved E-waste recycler for proper disposal as per E-waste management & Handling Rules
2016.
BATTERY WASTE
Battery waste shall be generated from the invertors, UPS, etc. The batteries waste shall be given
to battery recycler as per the Battery waste (management & handling) Rules, 2001.
Type of Waste Colour
of Bins Category Disposal Method
Total Waste
(Kg/day)
Bio Degradable Green Organic The waste shall be treated in
organic waste converter and
converted to manure.
964
Non-
biodegradable
Blue Recyclable Approved Recycler 344
Plastic waste Blue Recyclable Approved Recycler 70
Total 1378 Kg/day
Type of Waste Waste Quantity
Hazardous Waste-Used Oil 35lit/month
E-waste 2 Kg/Month
POWER SUPPLY SOURCE AND REQUIREMENT:
During Construction phase (Already Done):
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As per the electricity bills total Power requirement of the project during construction phase was
34 kVA which was sourced through temporary connection from DHBVN.
During Construction phase (Future):
The Total Power requirement of the project for further construction will be approx. 34 kVA which
will be sourced through temporary connection from DHBVN.
During Operation Phase:
Total Power requirement of the project will be 4124 kW which will be sourced through DHBVN.
Total capacity of 2 x 1010 kVA, 1 x 750 kVA & 1 x 500 kVA DG sets will be used as power back up
during power failure.
S. No. Particular Total
1 Total Electric Load 4124 KW
2 Source of Power DHBVN
3 D.G. sets 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA
4 Location of DG sets Surface
AIR POLLUTION
During Construction phase (Already Done):
As per DG procurement bills, DG Set of 125 KVA was installed for power requirement. RMC was
used instead of batching plant. The buildings under construction were covered by Green Cloth.
Water sprinkling was done to reduce the dust generation. Material required for construction was
stored only within earmarked area and road side storage of construction material and waste was
prohibited. Face Masks were provided to construction labours.
During Construction phase (Future):
DG Set of 125 KVA with adequate stack height shall be installed. Wind-breaker of appropriate
height i.e. 1/3rd of the building height and maximum up to 10 meters shall be provided. Water
sprinkling system shall be put in place using spraying Nozzles and shall be done every hour by
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fixed sprinkling system. Material required for exterior finishing shall be stored only within
earmarked area and road side storage of construction material and waste shall be prohibited.
During Operation Phase:
The major air pollutants released from the project are gases like NOX, SO2 and PM from DG Sets
of 2 x 1010 kVA, 1 x 750 kVA & 1 x 500 kVA & vehicular emission. For mitigation of impacts,
adequate stack height of 6 m above roof level for all DG sets shall be provided as per CPCB norms.
The DG sets will be located on the Basement. The DG sets are yet to installed. For mitigation of
impacts of vehicular emission, a green belt & plantation around the periphery will be provided
and entry will only be permitted for the vehicle which will have Pollution Under Control
Certificate.
NOISE POLLUTION
During Construction phase (Already Done):
As per the procurement bills, DG set of 125 KVA was used in construction which was acoustically
enclosed. Ear Muffs were provided to labor working in high noise areas. All the machineries were
maintained regularly to reduce the noise level.
During Construction phase (Future):
DG sets of capacity 125 KVA shall be installed acoustically enclosed. Noise barriers shall be
installed to reduce traffic noise & vibrations & Green belt shall be developed. To prevent any
occupational hazard, ear muff / ear plug shall be given to the workers working around or
operating the plant and machinery emitting high noise levels. All the machineries shall be
maintained regularly to reduce the noise level.
During Operation Phase:
DG sets of capacity 2 x 1010 kVA, 1 x 750 kVA & 1 x 500 kVA will be installed for emergency use
during power failure. Proper stack height of D.G set will be maintained which will help in reducing
the air pollution. The DG sets will be installed with acoustic enclosure. Green belt development
all around the project shall also help in reducing outside traffic noise.
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PARKING MANAGEMENT
During Construction phase (Already Done):
Temporary space was created for loading & unloading of raw material through trucks. Adequate
space was provided for loading & unloading of raw material. Designated spaces for cars and two-
wheelers parking were provided.
During Construction phase (Future):
Adequate space shall be provided for loading & unloading of raw material. Designated spaces for
cars and two-wheelers parking shall be provided.
During Operation Phase:
As per the building plan approval total Parking requirement for project is 798 ECS. Parking
provision will be 798 ECS which shall be provided on Surface area, stilt & Basement.
COST OF THE PROJECT
Total cost of the project is Rs. 170.23 crores including land & construction cost.
ENVIRONMENTAL LIABILITY OF THE SITE:
The project site during construction & operation phase will have some impact on water
resources, noise and air pollution. The details of which are explained in further chapters along-
with their mitigation measures so as to limit the environmental liability to the least.
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Chapter 3: ENVIRONMENTAL BASE LINE DATA
INTRODUCTION
EIA report contains a description of existing environment that would be or might be affected
directly or indirectly by proposed project. Environmental baseline monitoring is a very important
stage of EIA. Environmental baseline monitoring, during the operational phase, helps in judging
the success of mitigation measures in protecting the environment.
Environmental facets that are considered in relation to Construction of a Group Housing project
“Spaze Privy AT4” can be categorized into following groups:
a) Topography
b) Ambient air quality
c) Noise quality
d) Water quality
e) Soil quality
f) Land use
g) Biological Environment
h) Socio-economic status
i) Traffic density
The intention of environmental baseline monitoring is not just to describe all baseline conditions
but to focus the collection and description of baseline data on those environmental conditions
that are important and are likely to be affected by the proposed project activities and is included
in impact assessments.
For the present study, all the sampling locations are marked with the help of topographical maps.
The land use/ land cover map has been generated on 1:50,000 scale using Satellite imagery,
topographical maps, Survey of India and ground truth information. The baseline environmental
quality has been assessed for one Month (February 2018). Meteorological data of IMD station at
Palam, New Delhi has been used for the study. Samples of air, water and soil from the site and
nearby areas has been collected and analysed for the study of existing condition. Primary and
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secondary data collection has been done by the Ecology and Biodiversity team for the study of
flora and fauna in the core and Buffer Zone.
METHODOLOGY
The baseline data is generated through field study within the impact zone (Core Zone and Buffer
Zone) for various components of the environment viz. Air, Noise, Water, Land, Ecology and
Socioeconomic. The baseline environmental quality has been assessed one Month (February
2018) in a study area of 10 Km radius distance from the project site. While generating the baseline
status of physical and biological environment of the study area, the concept of impact zone has
been considered. The impact zone selection is based on preliminary screening and modelling
studies. The methodology for measurement of various environmental indices is as follows:
i. Ambient Air Quality: The ambient air quality monitoring was done to assess the
ambient air quality in one season. Monitoring was carried out in the one Month
(February 2018). The guidelines for selections of ambient air monitoring stations given
in IS – 5182 part 14, 2000 were followed.
ii. Water Quality: To assess the water quality of the proposed area, sampling was done
as per the standard practice. Grab and Integrated sampling was done for ground and
surface water. Water samples were taken as per the Standard Methods (IS & APHA,
22nd Edition 2012). Necessary precautions were taken for preservation of samples.
The physical parameters viz. pH, temperature and conductivity were measured at site
using portable water analyser.
iii. Ambient Noise Quality: At each station noise level was monitored for 24-hours
simultaneously. For each measurement, dB (A) readings was taken for every 15
minutes for 24 hrs ones in a season to get Leq values.
iv. Soil Quality: For soil, augur method was used and samples were collected at 15 cm
depth after removing the upper crust.
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v. Topography, Land-form and Land Use: The land use/ land cover map has been
generated on 1:50,000 scale using Satellite imagery, topographical maps, Survey of
India and ground truth information.
vi. Biological Environment: Primary and secondary data collection has been done by the
Ecology and Biodiversity team for the study of flora and fauna in the core and Buffer
Zone.
vii. Socio Economic Environment: For demography and socioeconomics, block wise data
has been collected and used for the assessment of impacts.
METEOROLOGY
Meteorological parameters are observed through secondary as well as primary sources. The data
through secondary source helps in deciding the location of air monitoring stations. It also helps
in assessment of impact on air quality on long term basis. The important parameters considered
are temperature, humidity, wind speed & direction and rainfall for both secondary as well as
primary (micro-meteorological parameters measured along with the measurement of air quality)
sources.
Climate Conditions (As Indian Meteorology Data, Palam, Delhi)
The meteorological data from Indian Meteorological Station was processed for the nearest IMD
station at Palam which has been utilized for the study. The meteorological data of last Fifteen
years (2002-2013) as recorded at Palam is given below:
Temperatures:
The maximum temperature of the area was recorded as 47.2 in May (2013) whereas the
minimum temperature of the area was recorded 0.3 in January 2006. Data of the maximum and
minimum temperature are given below.
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Table 3-1; Temperature record
Temperature (0C)
Month Year H Max. Year L Min. Year MMax. Year MMin.
January 2007 31 2006 0.3 2006 21.8 2008 6.9
February 2006 35.7 2004 3.2 2006 29.6 2002 9.6
March 2004 40.1 2003 6.7 2004 33.7 2003 15.1
April 2003 44.1 2013 12 2002 39.5 2005 20.6
May 2013 47.2 2004 16.8 2013 42.8 2008 25
June 2003 47.1 2011 21.4 2009 42.6 2008 26.2
July 2009 43.3 2003 23 2002 40.5 2003 26.3
August 2002 40.2 2013 20.8 2009 36.1 2004 26.2
September 2005 38.8 2002 20.4 2004 35.5 2002 23.5
October 2009 38.8 2004 13.7 2008 34.1 2007 17.7
November 2003 34.6 2003 5.9 2011 29.6 2003 11.8
December 2011 30.4 2013 3.1 2002 24.7 2005 5.9
(Source: IMD, Station- Palam,2002-2013)
H max- Highest max, L min- Lowest min, Mmax- Mean max., M min- Mean min.
Figure 3-1;Highest Maximum Temperature (°C)
31
35.7
40.1
44.147.2 47.1
43.340.2 38.8 38.8
34.6
30.4
0
5
10
15
20
25
30
35
40
45
50
Tem
pe
ratu
re (
°C)
Highest Maximum Temperature (°C)
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Figure 3-2;Lowest Minimum Temperature (°C)
Figure 3-3; Mean Maximum Temperature (°C)
0.3
3.2
6.7
12
16.8
21.423
20.8 20.4
13.7
5.9
3.1
0
5
10
15
20
25
Tem
pe
ratu
re (
°C)
Lowest Minimum Temperature (°C)
21.8
29.633.7
39.542.8 42.6
40.5
36.1 35.5 34.1
29.6
24.7
0
5
10
15
20
25
30
35
40
45
Tem
pe
ratu
re (
°C)
Mean Maximum Temperature (°C)
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Figure 3-4; Mean Minimum Temperature (°C)
3.3.1 Relative Humidity
From the data, the Maximum relative humidity was recorded as 84.5% in January 2003. Minimum
relative humidity was recorded as 25.5 % in April & May 2005. The humidity figures show that
area is semi-arid.
Table 3-2; Relative Humidity record
Month Humidity (%)
Year Mean Max Year Mean Min January 2003 84.5 2008 60.5
February 2013 79.5 2008 53
March 2013 63 2004 44
April 2013 46 2005 25.5
May 2006 45 2005 25.5
June 2008 70 2009 32.5
July 2013 78 2002 47
August 2013 83 2005 61
September 2003 74.5 2008 64.5
October 2013 69 2007 45.5
November 2011 63 2005 56.5
December 2003 78 2005 63.5
6.99.6
15.1
20.6
2526.2 26.3 26.2
23.5
17.7
11.8
5.9
0
5
10
15
20
25
30
Tem
pe
ratu
re (
°C)
Mean Minimum Temperature (°C)
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Humidity record (Source: IMD, Station- Palam ,Delhi 2002 - 2013)
Figure 3-5;Maximum Humidity (%)
Figure 3-6;Minimum Humidity (%)
3.3.2 Rainfall
The maximum rainfall was recorded in July (up to 495.6 mm) in 2003. From data it is clear that
maximum time of year remain dry, the dry months exceed wet months. July & August &
84.579.5
63
46 45
70
7883
74.569
63
78
0
10
20
30
40
50
60
70
80
90
Jan-03 Feb-13 Mar-13 Apr-13 May-06 Jun-08 July-13 Aug-13 Sep-03 Oct-13 Nov-11 Dec-03
Hu
mid
ity
(%)
Maximum Humidity (%)
60.5
53
44
25.5 25.5
32.5
47
6164.5
45.5
56.5
63.5
0
10
20
30
40
50
60
70
Jan-08 Feb-08 Mar-04 Apr-05 May-05 Jun-09 July-02 Aug-05 Sep-08 Oct-07 Nov-05 Dec-05
Hu
mid
ity
(%)
Minimum Humidity (%)
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September are the wettest months and are considered as monsoon season. The Average Annual
Rainfall is 657.97 mm.
Table 3-3; Rainfall record
Rainfall (mm)
Month Year Max Year Min Average
January 2003 39.2 2011 0.2 12.73
February 2013 75.5
2,009 5.8 28.71
March 2007 53 2003 2.1 13.1
April 2,003 28.3 2006 1 9.93
May 2002 150.7 2013 1.1 51.96
June 2013 154.4
2002 13.1 85.45
July 2003 495.6 2002 1.7 161.1
August 2004 218.6 2006 103.2 153
September 2011 320.6 2004 2.9 124.7
October 2004 76.7 2009 2.8 13.52
November 2009 3.4 2006 0.2 0.52
December 2003 18.7 2007 0.3 3.25
(Source: IMD, Station- Palam,2002-2013)
Figure 3-7;Maximum Rainfall (mm)
39.275.5
53 28.3
150.7 154.4
495.6
218.6
320.6
76.7
3.4 18.7
0
100
200
300
400
500
600
Jan 03 Feb 13 Mar 07 Apr 03 May 02 Jun 13 Jul 03 Aug 04 Sep 11 Oct 04 Nov 09 Dec 03
Rai
nfa
ll (m
m)
Maximum Rainfall (mm)
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Figure 3-8;Minimum Rainfall (mm)
Figure 3-9;Average Rainfall (mm)
3.3.3 Wind Speed:
Wind speed normally was in the range of 2.3 km/hr in October 2002 to 14.7 km/hr in July 2002.
12.73
28.71
13.1 9.93
51.96
85.45
161.1153
124.7
13.52
0.52 3.25
0
20
40
60
80
100
120
140
160
180
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
Rai
nfa
ll (m
m)
Average Rainfall (mm)
0.25.8 2.1 1 1.1
13.1
1.7
103.2
2.9 2.8 0.2 0.30
20
40
60
80
100
120
Jan2011
Feb 09 Mar 03 Apr 06 May 13 Jun 02 Jul 02 Aug 06 Sep 04 Oct 09 Nov 06 Dec 07
Rai
nfa
ll (m
m)
Minimum Rainfall (mm)
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Table 3-4; Wind record.
Month Wind speed (km/hr)
Year Max Year Min
January 2011 9 2003 4.2
February 2005 10.2 2006 6.8
March 2004 11.1 2006 8.4
April 2009 12.2 2006 9.5
May 2002 14.5 2011 10.9
June 2007 14.3 2008 7.6
July 2002 14.7 2013 8
August 2005 13.1 2003 6
September 2005 11.8 2003 5.9
October 2005 6 2002 2.3
November 2004 6.4 2002 2.4
December 2011 9 2003 4.2 (Source: IMD, Station- Palam,2002-2013)
9
10.211.1
12.2
14.5 14.314.7
13.1
11.8
7.4
66.4
0
2
4
6
8
10
12
14
16
Jan-11 Feb-05 Mar-04 Apr-09 May-02 Jun-07 Jul-02 Aug-05 Sep-05 Oct-08 Nov-05 Dec-04
Win
d S
pe
ed
(K
m/h
r)
Mean Maximum Wind Speed (Km/hr)
Figure 3-10;Mean Maximum Wind Speed (Km/hr)
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Figure 3-11;Mean Minimum Wind Speed (Km/hr)
3.3.4 Wind Direction:
Table 3-5; Wind direction record
Month Wind Direction Calm
January NW 24.6%
February W 18.2%
March W 9.0%
April NW 6.3% May W 5.0%
June W 7.2%
July E 7.4%
August E 12.6%
September NW 14.7%
October NW 28.5%
November W 46.3%
December W 39.7% (Source: IMD, Station- Palam,2002-2013)
4.2
6.8
8.4
9.5
10.9
7.68
6 5.9
4.9
2.3 2.4
0
2
4
6
8
10
12
Jan-03 Feb-06 Mar-06 Apr-06 May-11 Jun-08 Jul-13 Aug-03 Sep-03 Oct-04 Nov-02 Dec-02
Win
d S
pe
ed
(K
m/h
r)
Mean Minimum Wind Speed (Km/hr)
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The predominant wind direction is from West. The season wise predominant wind directions are
given below,
Winter West
Summer West
Post Monsoon West
The Wind Rose Diagram:
WIND ROSE DIAGRAM ANNUAL (2002-2013)
Figure 3-12; windrose diagram (annual average)
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WIND ROSE DIAGRAM WINTER SEASON (2002-2013)
WIND ROSE DIAGRAM SUMMER SEASON (2002-2013)
Figure 3-13; Wind Rose Diagram winter season
Figure 3-14; Wind Rose Diagram of summer season
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MICRO - METEOROLOGICAL DATA
A weather station was installed near the site for hourly monitoring of temperature, humidity, wind speed & wind direction for the month of February 2018 Average data is given below:
Table 3-6; Micrometeorological data, February 2018
Period Temperature(oC) Humidity (%) Wind speed (m/s)
Max Min Mean Max Min Mean Max Min Mean
1st February to 28th February 2018
31.5 10.4 19.7 90.4 17.2 55.67 9.6 0.2 3.22
i) Temperature: Temperature of the area varied from 10.4°C to 31.5°C. The mean temperature
was found to be 19.7°C.
ii) Relative Humidity: Humidity of the area varied from 17.2 % to 90.4 %. The mean Humidity
was found to be 55.67 %
iii) Wind Speed: Wind speed was in the range of 0.2 m/s to 9.6 m/s. The wind speed was close
to each other during the whole study period. The average wind speed was found to be 3.22 m/s.
Figure 3-15: February 2018, Seasonal Wind rose diagram
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AMBIENT AIR QUALITY
The ambient air quality monitoring was done to assess the ambient air quality. Monitoring was
carried out at Six stations for the month of February 2018.
The guidelines for selections of ambient air monitoring stations given in IS – 5182 part 14, 2000 were
followed. These guidelines state that, “when the objective of air sampling is to identify the
contribution from specific sources of pollution, the sampling locations should be in upwind and the
downwind of such sources”.
The location of air quality monitoring stations should satisfy the following conditions:
The site should be representative of the area selected;
The station should be set up and operated so as to yield data that can be compared with
those from stations within the network; and,
Certain physical requirements should be satisfied at the site.
Sampling Stations
To select the air sampling locations, meteorological data with respect to temperature, relative
humidity, wind speed and direction plays a vital role. Predominant wind direction plays an
important role in determining location of monitoring stations. The monitoring station located in
area that is Downwind from the source. Location of Air sampling stations is shown below:
Table 3-7; Ambient Air Sampling locations
Station No.
Location Distance & Direction
from project area Project area /
study area Environmental
Sitting
A1 Onsite West direction of site Residential area Existing Ambient Air quality at core zone A2 Onsite East direction of site
Residential area
A3 Sihi Village 0.91 Km, NE Residential area
Existing Ambient Air quality at Buffer Zone
A4 Sikanderpur village
0.92 Km, SW Residential area
A5 Hayatpur Village 1.90 Km, NW Residential area
A6 Badha Village 1.99 Km, SW Residential area
Table 3-7; Sampling Location for Ambient Air Quality
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The predominant wind direction is from West to East. To study the present ambient air scenario
at onsite two locations were selected. Ambient Air Sampling Locations on a Topographical Map
within 10 km radius of project site is shown on the map given ahead —
Ambient Air Sampling Locations
Figure 3-16; Ambient air sampling locations on 10 Km Topographical Map
A3
A6
A5
A4
A1 A2
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Sampling Procedure
Time averaged in – situ sampling was adopted by passing a known volume of air through a trap,
and a collecting medium (filter paper and bubbler). Respirable Dust Sampler was used for the
purpose.
This procedure was adopted because there are no short-term variations and low concentration
of gaseous pollutants was expected.
Analytical methods followed for ambient air quality monitoring:
I. Particulate Matter (PM2.5): (USEPA Quality Assurance Hand Book (Vol.II) Part II, Quality
Assurance Guideline Document,2.12): Particulate Matter (PM2.5) was analyzed by
Gravimetric Method. Particulate matter was collected on the 37 mm dia glass micro fiber
Filter Paper. PM2.5 value is determined from the values of volume of air passes through
Ambient Fine Dust Sampler.
II. Particulate Matter (PM10) (IS:5182 Part 23:2006): Particulate Matter (PM10) was carried
out by Respirable Dust sampler as per IS: 5182(Part 23):2006. Particulate matter was
collected on the GF/A Filter Paper. Particles with aerodynamics diameter less than the
cut-point of the inlet are collected by the filter. The mass of these particles is determined
by the difference in filter weight prior to and after sampling.
III. Sulphur dioxide (SO2) (IS: 5182; Part – II – 2001): Sulphur dioxide is absorbed by aspirating
a measured air sample through a solution of Potassium or sodium tetrachloromercurate,
TCM. This procedure results in the formation of a dichloro sulphite mercurate complex.
The Sulphite Ion produced during sampling is reacted with sulphamic acid, formaldehyde
and pararosaniline to form an azo dye and then determined colorimetricaly.
IV. Nitrogen Oxides (IS: 5182; Part – VI – 2006): Nitrogen dioxide is collected by bubbling air
through a sodium hydroxide- sodium arsenite solution to form a stable solution of sodium
Nitrite. The Nitrite Ion Produced during sampling is reacted with hydrogen peroxide,
Sulphanilamide and NEDA to form an azodye and then determined calorimetrically.
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AMBIENT AIR QUALITY RESULTS
Table 3-6; Ambient air quality results of PM2.5 & PM10
Location Min. Max.
98 Percentile
Mean Min. Max. 98
Percentile
Mean
PM2.5 - (Standard – 60 µg/m3) PM10 - (Standard – 100 µg/m3)
A1 46.1 59.4 57.1 53.4 116.8 161.1 146.6 136.2
A2 47.5 61.1 58.8 55.0 120.3 165.9 151.0 140.3
A3 51.2 65.9 63.4 59.2 129.6 178.8 162.7 151.2
A4 49.3 63.5 61.1 57.1 125.0 172.4 156.8 147.5
A5 43.3 55.8 53.7 50.2 109.8 151.4 137.8 128.0
A6 45.2 58.2 55.9 52.3 114.4 157.9 143.7 133.5
Source of Standards: NAAQS, CPCB, Laboratory engaged: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
Table 3-7; Ambient air quality results of SO2 & NOX
Location Min. Max.
98 Percentile
Mean Min. Max. 98
Percentile Mean
SO2 (Standard – 80 µg/m3) NOx (Standard – 80 µg/m3)
A1 5.2 8.9 6.5 6.3 18.7 26.0 25.4 22.6
A2 5.3 9.2 6.7 6.5 19.3 26.8 26.1 23.2
A3 5.7 9.9 7.2 7.0 20.8 28.9 28.2 25.1
A4 5.5 9.6 7.0 6.7 20.0 27.9 27.1 24.2
A5 4.8 8.4 6.1 5.9 17.6 24.5 23.8 21.2
A6 5.0 8.8 6.4 6.2 18.4 25.5 24.9 22.1
Source of Standards: NAAQS, CPCB, Laboratory engaged: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
Air Quality Index
The Table given below shows the Air Quality Index (AQI) range & category:
AQI RANGE AQI CATEGORY AQI RANGE AQI CATEGORY
Good Minimal Impact
Poor
Breathing discomfort to people on prolonged exposure
(0–50) (201–300)
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Satisfactory
Minor breathing discomfort to sensitive people
Very Poor
Respiratory illness to the people on prolonged exposure
(51–100) (301–400)
Moderate Breathing discomfort to the people with lung, Severe
Respiratory effects even on healthy people
(101–200) heart disease, children and older adults (>401)
(SOURCE: CPCB, AQI CALCULATOR)
The Air Ambient air quality was assessed and the baseline data was collected for the period of
one month (February 2018). The background concentration was accessed at six different
location. The sub index parameter and AQI has been calculated based on the AQI calculator as
given on CPCB site and is given below.
Location Highest Sub-index Parameter
AQI Value AQI
A1 Onsite PM10 124 Moderate
A2 Onsite PM10 127 Moderate
A3 Sihi Village PM10 134 Moderate
A4 Sikanderpur village PM10 132 Moderate
A5 Hayatpur Village PM10 119 Moderate
A6 Badha Village PM10 122 Moderate
(SOURCE: CPCB, AQI CALCULATOR)
3.5.1 Data Interpretation
The ambient air quality results are summarized in above tables. The Core zone & Buffer Zone
results are discussed below —
Core zone Results: Results of Core Zone are shown in above tables & further are explained below.
A1: West direction of site, the mean value of SO2(6.3 µg/m3), NOX (22.6 µg/m3) & PM2.5 (53.4
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM 10 (136.2 µg/m3) is higher than the National ambient air quality standards due to Fugitive
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dust emission generation occurs due to blowing of wind & nearby construction activities. Also,
due to vehicular movement on approach road.
A2: East direction of site, the mean value of SO2(6.5 µg/m3), NOX (23.2 µg/m3) & PM2.5 (55.0
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM10 (140.3 µg/m3) is higher than the National ambient air quality standards due to Fugitive
dust emission generation occurs due to blowing of wind & nearby construction activities. Also,
there is vehicular movement on approach road.
Buffer zone results:
A3: Sihi Village, the mean value of SO2(7.0 µg/m3), NOX (25.1 µg/m3) & PM2.5 (59.2 µg/m3) are
within the limits of National ambient air quality standards. However, the mean value of PM10
(151.2 µg/m3) is Higher than the National ambient air quality standards due to nearby
construction activities & fugitive dust emission by vehicular movement at sector road (unpaved
road).
A4: Sikanderpur Village, the mean value of SO2(6.7 µg/m3), NOX (24.2 µg/m3) & PM2.5 (57.1
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM10 (147.5 µg/m3) is Higher than the National ambient air quality standards due to nearby
construction activities & fugitive dust emission by vehicular movement at village road (unpaved
road).
A5: Hayatpur Village, the mean value of SO2(5.9 µg/m3), NOX (21.2 µg/m3) & PM2.5 (50.2
µg/m3) are within the limits of National ambient air quality standards. However, the mean value
of PM10 (128.0 µg/m3) is Higher than the National ambient air quality standards due to nearby
construction activities & fugitive dust emission by vehicular movement at village road (unpaved
road).
A6: Badha Village, the mean value of SO2(6.2 µg/m3), NOX (22.1 µg/m3) & PM2.5 (52.3 µg/m3)
are within the limits of National ambient air quality standards. However, the mean value of PM10
(133.5 µg/m3) is Higher than the National ambient air quality standards due to nearby
construction activities & fugitive dust emission by vehicular movement at village road (unpaved
road).
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NOISE QUALITY
Noise Measurement Locations: To assess the noise level of the proposed area, following stations
were selected. Location of Noise sampling stations is described below and location is shown
below:
LOCATIONS OF NOISE SAMPLING STATION
Table 3 19; Ambient Noise sampling stations
Station No.
Location Distance &
Direction from project area
Project area/ study area
Environmental Sitting
N1
Onsite West direction of
site
Residential Area Existing Noise quality at core zone
N2 Onsite East direction of site Residential Area
N3 Sihi Village 0.91 Km, E Residential Area
Existing Noise quality
at Buffer zone N4
Sikanderpur village
0.92 Km, SW Residential Area
N5 Hayatpur Village 1.90 Km, NW Residential Area
N6 Badha Village 1.99 Km, SW Residential Area
N7 Approach Road Adjacent to the site Commercial Area
N8 NH8 2.14 Km SE Commercial Area
Table 3-8; Ambient Noise sampling stations
At onsite two locations were selected one in upwind direction (West direction) and other in
downwind direction (East direction) to study the present ambient noise quality at site.
At onsite two locations were selected one in upwind direction (West direction) and other in
downwind direction (East direction) to study the present ambient noise quality at site.
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LOCATIONS OF AMBIENT NOISE SAMPLING:
N3
N6
N5
N4
N1 N2N7
N8
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Methodology
At each station noise level was monitored for 24-hours simultaneously. For each measurement,
dB (A) readings was taken for every 15 minutes for 24 hrs ones in a season to get Leq values. The
results are presented ahead —
Table 3-9; Ambient Noise quality results S. No. Locations Category Leq Day noise
level dB(A) Leq Night noise level dB(A)
Day time (6.00 A.M to 10.00P.M)
Night time (10.00 P.M to 6.00A.M)
Standard (Leq in dB(A)
Standard (Leq in dB(A)
Core zone noise quality
N1 Onsite (West) Residential 55.9 48.1 55 45
N2 Onsite (East) Residential 53.7 46.3 55 45
Buffer zone noise quality
N3 Sihi Village Residential 52.3 46.6 55 45
N4 Sikanderpur Village
Residential 52.5 46.4 55 45
N5 Hayatpur Village Residential 51.8 46 55 45
N6 Badha Village Residential 52.5 46.9 55 45
N7 Approach Road Commercial 64.3 59.4 65 55
N8 NH-8 Commercial 73.2 64.6 65 55 (Source of Standards: CPCB standards for Noise Pollution (Regulation & Control) Rules, Laboratory:M/s Perfact Researchers Pvt. Ltd (NABL Accredited)
Data Interpretation:
Core Zone:
N1 & N2: The ambient noise level during day time at the proposed project site varies from 53.7
dB (A) to 55.9 dB (A) which are slightly higher than standard limit of Residential area ~ 55 dB (A)
which is due to vehicular moment at approach road. During night the noise level at the project
site ranges from 46.3 dB (A) to 48.1 dB (A) which are above the night-time noise standard limit
of 45.0 dB (A) which is due to vehicular moment at approach road.
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Buffer Zone:
N3: The noise level at Sihi Village is 52.3 dB (A) which is within the standard limit of residential
area are ~ 55 dB (A). During night the noise level was recorded 46.6 dB (A) which is above the
standard limit of residential area are ~ 45 dB (A).
N4: The noise level at Sikanderpur Vilage is 52.5 dB (A) which is within the standard limit of
residential area are ~ 55 dB (A). During night the noise level was recorded 46.4 dB (A) which is
above the standard limit of residential area are ~ 45 dB (A). The increased noise level is due to
the local residential activity and vehicular moment at crossing sector road.
N5: The noise level at Hayatpur Village is 51.8 dB (A) which is within the standard limit of
residential area are ~ 55 dB (A). During night, the noise level was recorded 46 dB (A) which is
slightly above the standard limit of residential area are ~ 45 dB (A). The increased noise level is
due to the local residential activity and vehicular movement.
N6: The noise level of Badha is 52.5 dB (A) which is within the standard limit of residential area
~ 55 dB (A). During night, the noise level is 46.9 dB (A) which is also higher than the standard
limits of residential area ~ 45 dB (A) due to local residential activity and vehicular movement.
N7: The noise level of Approach Road is 64.3 dB (A) which is within the standard limit of
commercial areas of ~ 65 dB (A). During night, the noise level is 59.4 dB (A) which is higher than
the standard limits of commercial area ~ 55 dB (A) due to vehicular movement at Approach Road.
N8: The noise level of NH-8 is 73.2 dB (A) which is higher than the standard limit of commercial
areas of ~ 65 dB (A). During night, the noise level is 64.6 dB (A) which is also higher than the
standard limits of commercial area ~ 55 dB (A) due to vehicular movement.
GEOLOGY & HYDROGEOLOGY
Geology
The Gurgaon district is occupied by Quaternary alluvium and Pre-Cambrian meta- sediments of
Delhi Super Group. The alluvium comprises of thick beds of fine to coarse-grained sand with
alternating layers of thin clays.
Hydrology
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The major part of Gurgaon district is underlain by Quaternary alluvium consisting of sand, clay
and silt. The quartzite ridge trending NE-SW is located on the southeast corner, ground water
occurs in fractures, joints and crevices. Sandy layers at various depth form major water bearing
horizons above the crystalline basement. Ground water in the block occurs in unconfined and
semi confined condition. As per CGWB report, the upper zone of saturation consists of fine sand
with silt varying from place to place. In Udyog vihar and city area (close to northeastern periphery
of buffer zone), the depth of first aquifer varies from 34 to 43 m bgl. However, in industrial area
of Manesar (about 7 km towards southeast of the proposed area) top most aquifer can be
encountered at 20 m. The thickness of sandy layer is limited. The draw-down are generally high
indicating absence of highly potential ground water bearing aquifers. Tube wells in the depth
range of 45 to 90 m bgl have been installed by different agencies in the area. The yield of these
tube-wells varies in different areas ranging within 129 to 606 lpm.
The water level ranges between 20 and 30 m in major parts. Deeper water level has been
observed in Gurgaon and northern parts of Sohana area, which is due to Urbanization and
industrialization in these areas. The seasonal fluctuation is between –3.0 m to +4.10 m.
Groundwater Development
The water supply to the Gurgaon district is mainly based on groundwater through tube-wells.
Entire (100 %) urban population is covered under drinking water supply scheme. The water
supply to the villages is catered through the installation of hand pumps by the village households
as spot and convenient source of water. The shallow tube-wells for irrigation purpose in the
district range from 45 to 70m. deep, tapping the aquifer from 31m to 80 m. with a discharge of
400 to 1000 lpm. According to the CGWB report, the stage of ground water development for the
Gurgaon block is 308% implying that the buffer zone falls in over-exploited categories. The details
of ground water development in the relevant Gurgaon block is shown in the table given ahead —
Sl. No.
Blocks Net ground water availability (in ham)
Existing gross ground water draft for all uses (in ham)
Allocation for domestic and industrial requirement supply upto next 25 years (ham)
Net Ground Water Availability for future irrigation development (ham)
Stage of ground water development
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1 Gurgaon 7585 23382 17128 -15797 308
WATER CONSERVATION & ARTIFICIAL RECHARGE –
There is an urgent need to take measures to arrest the decline of ground water level. The artificial
recharge to ground water is one of such measures. Whole of the district is suitable for artificial
recharge to ground water. Excess rain water in agricultural field, surplus canal water and rooftop
rain water can be recharged to ground water system. Recharging shafts and injection wells are
the most viable recharging structures suitable for the district.
WATER QUALITY
3.8.1 Sampling Stations:
To assess the water quality of the proposed area, following 6 stations were selected. Except core
zone drinking water, 5 samples were taken from ground. Location of ground water sampling
stations is described below and location below —
It is evident that 1 stations were taken in core zone, whereas 6 sampling stations were selected
in buffer zone to assess the existing ground water quality. The location of these stations is given
in Table no. 3.14 & 3.15 below —
Table 3-12; Sampling locations for Ground Water quality
Station
No.
Location Distance & Direction
from Project area
Environmental
Significance
W1 Onsite (Raw Water) -- Existing water quality
at core zone
W2 Onsite (West) (Bore well)
W3 Sihi Village (Bore well) 0.91 Km, NE Existing Ground water
quality at Buffer zone
W4 Sikanderpur Village (Bore well) 0.92 Km, SW
W5 Hayatpur Village (Bore well) 1.90 Km, NW
W6 Badha Village (Bore well) 1.99 Km, SW
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3.8.2 Water Sampling Locations:
Figure 3-17: Water sampling locations on 10 km topographical map
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3.8.3 Sampling Frequency and Sampling Techniques:
As per the standard practice grab sampling was done for 6 locations. Water samples were taken
as per the Standard Methods (IS & APHA, 22nd Edition 2012). Necessary precautions were taken
for preservation of samples. The physical parameters viz. pH, temperature and conductivity were
measured at site using portable water analyzer.
GROUND WATER QUALITY RESULTS (Onsite):
The results of on-site ground water quality assessment are given ahead —
Table 3 13; Ground water quality results Onsite (Core Zone)
Sl. No.
Water Quality Parameters
Unit IS: 10500 Drinking Water Standards
W1 Onsite W2 On Site
1 Colour Hazen 5 <1 <1
2 Odour -- Agreeable Agreeable Agreeable
3 Turbidity NTU 5 <0.5 <0.5
4 pH Value -- 6.5-8.5 7.9 8
5 Temperature ºC - 23 23.2
6 Conductivity µmho/cm - 934 1020
7 Total Dissolved Solids mg/l 500 466 492
8 Chloride (as Cl) mg/l 250 73.98 77.98
9 Fluoride (as F) mg/l 1 0.02 <0.01
10 Total Hardness mg/l 200 188 80
11 Calcium (as Ca) mg/l 75 41.6 14.4
12 Magnesium (as Mg) mg/l 30 20.41 10.69
13 Sulphate (as SO4) mg/l 200 22.99 20.72
14 Nitrate Nitrogen mg/l 45 38.20 42.75
15 Alkalinity mg/l 200 328 352
16 Phosphate mg/l - <0.02 <0.02
17 Sodium (as Na) mg/l - 90.5 123.8
18 Potassium (as K) mg/l - 1.59 1.68
Nitrite nitrogen, Iron, Boron, Aluminium, Chromium, Nickel, Manganese, Copper, Mercury, Cadmium, Arsenic, Lead, Zinc, Selenium are below detection level
Source: Laboratory M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
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Table 3 13; Ground water quality results Onsite (Buffer Zone)
Sl. No
.
Water Quality Parameters
Unit IS: 10500 Drinking Water
Standards
W3 Sihi Village
W4 Sikanderpur
Village
W5 Hayatpur
Village
W6 Badha Village
1 Colour Hazen 5 <1 <1 <1 <1
2 Odour -- Agreeable Agreeable Agreeable Agreeable Agreeable
3 Turbidity NTU 5 <0.5 <0.5 <0.5 <0.5
4 pH Value -- 6.5-8.5 7.9 7.9 8 7.7
5 Temperature ºC - 23.2 23.8 23.6 23.1
6 Conductivity µmho/cm
- 1565 1066 1630 3207
7 Total Dissolved
Solids
mg/l 500 782.3 533 813.2 160
8 Chloride (as Cl)
mg/l 250 131.96 97.97 145.95 439.86
9 Fluoride (as F) mg/l 1 <0.01 <0.01 <0.01 0.003
10 Total Hardness
mg/l 200 176 72 180 700
11 Calcium (as Ca)
mg/l 75 28.8 16 32 108.8
12 Magnesium (as Mg)
mg/l 30 25.27 7.78 24.30 104.00
14 Nitrate Nitrogen
mg/l 45 38.69 24.72 215.90 109.73
15 Alkalinity mg/l 200 560 368 448 480
16 Phosphate mg/l -
<0.02 <0.02 <0.02 <0.02
17 Sodium (as Na)
mg/l - 155.8 88.2 126.2 183.4
18 Potassium (as K)
mg/l - 2.45 1.725 2.18 2.64
Nitrite Nitrogen, Aluminium, Boron, Iron, Chromium, Nickel, Manganese, Copper, Mercury, Cadmium, Arsenic, Lead, Zinc, Selenium are below detection level
Source: Laboratory M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
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Data Interpretation of Ground water quality:
The Ground water quality results clearly explains that:
Core Zone:
A) Ground water quality results interpretation
Ground water quality near site shows that the pH is in range of 7.9 for (W1) to 8 for (W2). Other
parameters like Alkalinity (328 mg/l) for W1 & (352 mg/l) for W2 is higher than the limit of
IS:10500 standard of drinking water standards. Other parameters for W1 and W2 are within the
limit of IS:10500 standards of drinking water.
Buffer zone is taken as the area within 10 km radius from the proposed project site. Collected
samples are from ground water sources.
In Buffer zone ground water collected shows that the pH ranges from 7.7 – 8.
Parameters for W3, TDS (782.3mg/l) & Alkalinity (560mg/l),) are higher than the drinking water
standards.
Parameters for W4, TDS (533 mg/l), & Alkanity (368 mg/l) are higher than the drinking water
standards.
Parameters for W5, TDS (813.2 mg/l), Nitrate Nitrogen (215.90 mg/l) & Alkanity (448 mg/l) are
higher than the drinking water standards.
Parameters for W6, Chlorine (439.86 mg/l), Nitrate Nitrogen (109.73 mg/l) Total Hardness (700
mg/l) & Alkanity (480 mg/l) are higher than the drinking water standards.
The Results are further explained as per parameter in both core zone and buffer zone:
❖ The Total Dissolved Solids of the sampling location W3- Sihi Village (782.3 mg/l), W4 -
Sikanderpur Village (533 mg/l) & W5 -Hayatpur Village (813.2 mg/l) are found above than the
drinking water standards (IS:10500) due to increased dissolution or evaporative enrichment.
Human activities may also have affected the TDS levels in ground water i.e. application of
synthetic fertilizers, manures, and wastewater percolation can all contribute salt to
groundwater.
High values of TDS influence the taste, hardness, and corrosive property of the water and
causes excessive scaling in water pipes, heaters, boilers, and household appliances
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❖ The Total Hardness at W6- Badha Village (700 mg/l) is found to be higher than the drinking
water standards (IS:10500). The hardness contributed due to seepage and run off from soil.
Hardness is normally considered an aesthetic water quality factor because of the unpleasant
taste that a high concentration of calcium and other ions give to water. It reduces the ability
of soap to produce lather and cause scale formation in pipes and on plumbing fixtures.
❖ The Calcium Concertation in the areas like W6- Badha Village (108.8 mg/l) is found to be
higher than the drinking water standards (IS:10500). High calcium levels may adversely affect
the absorption of essential minerals in the body.
❖ The Magnesium Concertation in the areas W6- Badha Village (104.0 mg/l) is found to be
higher than the drinking water standards (IS:10500). Magnesium at high concentration
contributes to undesirable taste and may have laxative effect.
❖ The Alkalinity in the areas near site W1 (328 mg/l), W2 (352 mg/l) , W3- Sihi Village (560
mg/l), W4 -Sikanderpur Village (368 mg/l) & W5 – Hayatpur Village (448 mg/l) and W6 –
Badha Village (480 mg/l) are found to be higher than the drinking water standards (IS:10500).
due to Bicarbonate released through dissolution of carbonate minerals, seepage and runoff
from soil. Anthropogenic sources of alkalinity include limestone applied to fields to increase
soil pH. Other sources like domestic waste can contribute to high alkalinity. High levels of
alkalinity lead to objectionable taste, or precipitation of scale in pipes and containers. Chronic
effect being necrosis of cells.
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SOIL QUALITY
To assess the soil quality and soil profile of the proposed area, 5 different locations were selected.
The locations of Soil sampling stations are described below —
Table 3-10; Sampling locations for soil quality
Station No.
Location Distance & Direction from Project area
Project area / Study area Environmental Significance
S1 Onsite -- Land put to non-agricultural uses- Residential
Existing Soil quality at core zone
S2 Sihi Village 0.91 Km, NE Partly Non-Agricultural Land
Existing Soil quality at
Buffer zone
S3 Sikanderpur Village
0.92 Km, SW Partly Non-Agricultural Land
S4 Hayatpur Village 1.90 Km, NW Partly Non-Agricultural Land
S5 Badha village 1.99 Km, SW Partly Non-Agricultural Land
There are two major soil types in the district-
Silty Clay Loam - Loam is soil composed mostly of sand (particle size > 63 µm), silt (particle size >
2 µm), and a smaller amount of clay (particle size < 2 µm). By weight, its mineral composition is
about 40–40–20% concentration of sand-silt-clay, respectively.
Silt loam - Loam soil contains the perfect combination of sand, silt and clay particles to support
the growth of virtually all forms of plant life and is the foundation of a fertile garden.
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Figure 3-9; Soil sampling locations on 10 Km Topographical Map
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3.9.1 Sampling procedure & Analysis:
Augur method was used and samples were collected at 15 cm depth after removing the upper
crust. Sample from each spot were well mixed with hand on a clean polythene sheet. About 1 kg
of soil was retained after process of quartering. This sample was kept for some time for air-drying
at room temperature, stored in polythene bag with label at the top.
The soil samples were separately analysed for physical and chemical parameters. The physical
parameters included – colour, texture, physical composition, moisture content, conductivity, bulk
density and porosity. The chemical parameters included 15 parameters, the key parameters
included - pH, nitrogen, phosphorus, calcium, magnesium and organic contents. As mentioned
above, in all 13 samples (1 from core zone and 12 from buffer zone) were taken. The analysis report
is being given in 4 part – Part 1 (Table 3.22A - S1 to S7 Physical Quality)); Part 2 (Table 3.23B- S1 to
S7 Chemical Quality)
Soil Quality Results – Part 1- for physical parameters (S1 to s7) are summarized in the table 3.22A
below —
Table 3 22A: Soil quality results - Physical Quality - Part 1
S. No.
Parameter
Onsite Buffer Zone
S1 S2 S3 S4 S5 Minimum Detection
Limit
1 Colour Dull Brown
(5/4) Brown (4/6)
Brown (4/6)
Brown (4/6)
Brown (4/6)
1-10 Munshell Chart
2 Texture Silt loam Silt loam Silt loam Silt loam Silt loam -
3 Composition (%)
Sand:3; Silt:64.8; Clay:32.2
Sand:11.4; Silt:63.3; Clay:25.2
Sand:7.8; Silt:69.3; Clay:22.9
Sand:3.1; Silt:68.3; Clay:28.6
Sand:5.8; Silt:75.8; Clay:18.5
Sand:0-100 %; Silt: 0-100%; Clay 0-100%
4 Moisture Content (%)
1.3 0.9 1.1 1.4 1.6 0.1
5 Conductivity (µS/cm)
158.9 230.4 205.8 272.6 86.6 1.0
6 Bulk Density (gm/cc)
1.26 1.29 1.25 1.21 1.23 -
7 Porosity (%) 28.3 29.1 27.6 28.6 29.7 -
Source: Laboratory M/s Perfact Researchers Pvt. Ltd (NABL Accredited)
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Data interpretation of Soil Quality results core & buffer zone - Physical Quality
Texture of soil is Silt Loam & Silty clay loam. Soil texture is one of the most important physical
properties of soil that affects its fertility and productivity. The whole soil environment is
regulated by soil texture. Soil texture governs most of the properties of the soil, its permeability,
its capacity to retain water, its degree of aeration, its ability to make the nutrients stored in the
clay-humus complex available to plants, its ability to withstand mechanical working of the top
soil, and finally, its ability to support a permanent plant cover. In present case soil texture clearly
indicates that the soil in core zone contains high percentage of silt which cannot hold water and
nutrients and makes soil less fertile. So, the trees which can grow in these conditions can be
planted. There was no significant difference in the physical quality of core and buffer zone
samples.
Chemical Quality Results
Soil Quality Results – Part 2- for chemical parameters (S1 to S5) are summarized in the table 3.22B
below —
Table 3.22B: Soil quality results -Chemical Quality - Part 2
S. No.
Parameter
Onsite Buffer Zone Minimum Detection Limit S1 S2 S3 S4 S5
1 pH 9.2 8.1 8.3 7.7 8.1 1.0
2 Available Nitrogen (mg/kg) 123.2 111.6 100.4 136.1 143.3 5.0
3 Available Phosphorous (mg/kg) 27.1 45.8 36.1 45.5 30.0 5.0
4 Available Potassium (mg/kg) 46.5 50.2 36.5 81.0 37.8 5.0
5 Calcium (mg/kg) 141.8 165.2 190.8 101.4 134.2 5.0
6 Magnesium (mg/kg) 39.40 27.90 35.00 35.80 28.60 10.0
7 Organic matter (%) 0.5 1.4 1.1 0.9 1.2 0.1
8 Nitrate Nitrogen (mg/kg) 78.6 61.3 58.6 76.3 81.9 5.0
9 Chloride (mg/kg) 53.3 79.9 35.5 142.0 17.8 5.0
10 Available Sulphur (mg/kg) 0.3 0.3 0.3 0.3 0.3 10.0
11 Exchangeable Sodium (mg/kg) 219.6 237.3 292.0 157.8 252.9 5.0
12 Cation Exchange Capacity (meq/100gm) 120.2 85.1 106.9 109.3 87.5 5.0
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13 Bicarbonate(mg/kg) 73.2 97.6 61.0 122.0 48.8 2.0
14 Orthophosphate(mg/kg) 1.2 10.0 2.9 2.2 11.1 5.0
Besides presenting the analysis results, attempt was also made to assess the fertility of soil for
on-site sample for the purpose of planning the afforestation/plantation in the core zone. The
results for assessment of soil fertility are depcted in Table No. 3.24 given ahead
Table 3.24 - Fertility of Soil - On-site Sample
Parameters Result mg/kg Low mg/kg Medium mg/kg High mg/kg Remarks
Nitrogen 123.2 <156 157-313 >314 Low
Potassium 46.5 <67 67.1-156 >156 Low
Phosphorus 27.1 <5.5 5.6-13.9 >14.0 High
Source: ICAR, SAU, Laboratory: M/s Perfact Researchers Pvt. Ltd. (NABL Accredited)
Data interpretation of Soil quality results core & buffer zone
Core Zone:
The result shows that colour is Dull Brown, pH is 9.2. The availability of many plant nutrients in
the soil changes as a result of reactions in the soil, which are largely controlled by soil pH.
Amount of primary nutrient like Organic matter 0.5 %, the available nitrogen 123.2 mg/kg is lower
in range, available potassium 46.5 mg/kg is lower in range while the available phosphorus 27.1
mg/kg is High in range. Primary nutrient profile shows that soil is low in fertility due to the
availability of low amount of nitrogen and potassium. Nitrogen is the most important fertilizer
element. Plants respond quickly to application of nitrogen. This element encourages above
ground vegetative growth and gives a deep green colour to the leaves & Potassium is the third
essential fertilizer element and it is essential for photosynthesis, for protein synthesis, for starch
formation and for the translocation of sugars. So, the addition of bio fertilizers will enhance the
fertility of soil.
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Buffer Zone:
The result shows that texture of soil has silt Loam texture. Colour is brown, pH ranges from 7.7
to 9.2. Amount of primary nutrient like Organic matter 0.9% to 1.4%, the available nitrogen 100.4
mg/kg to 143.3 mg/kg, the available phosphorus is 30.0 mg/kg to 45.8 mg/kg is medium to high
in range while available potassium 36.5 mg/kg to 81.0 mg/kg is lower to high in range, Primary
nutrient profile shows that soil is low in fertility due to the availability of low amount of nitrogen,
available potassium.
Primary nutrient profile shows average fertile soil along the stretch. Nitrogen is the most
important fertilizer element. Plants respond quickly to application of nitrogen. This element
encourages above ground vegetative growth and gives a deep green color to the leaves &
Potassium is the third essential fertilizer element and it is essential for photosynthesis, for protein
synthesis, for starch formation and for the translocation of sugars. So, the addition of bio
fertilizers will enhance the fertility of soil.
TOPOGRAPHY
TOPOGRAPHY
The area is by and large flat topography, excepting mild ruggedness on the south- west to south-
eastern extremity of buffer zone. This area is marked by NE-SW trending ridges and
corresponding valleys. The highest point in this undulating land is about 339 mRL almost on the
periphery of buffer zone in the South. The buffer zone depicts a general slope towards north. The
lowest point of buffer zone is 209 mRL situated close to periphery in the north. The proposed site
or core zone is situated on a land having RL around 223-229 m.
Drainage
The buffer zone is highly cress-crossed by net work of roads, consequently, disturbing the natural
drainage pattern of the area. However, as aforementioned, the by and large slope is towards
north. The alluvial plain is formed by the Sahibi River, which is tributary of River Yamuna. Soils of
the area are classified as tropical and brown soils. The soils are medium textured loamy sand is
the average texture. The organic content is 0.2 to 0.40 percent and falls in low category.
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LAND USE
3.11.1 Introduction
As per the mandatory requirements, the mapping of Land use and Land cover of the area falling
within the 10 sq. km of the proposed site is undertaken with the help of Topographical data,
Satellite data and field studies Land use and Land cover of the buffer zone is prepared.
3.11.2 Methodology
The land use / land cover map is prepared by adopting the interpretation techniques of the image
in conjunction with collateral data such as Satellite Images and field records. Image classification
can be done by using visual interpretation techniques and digital classification using any of the
image processing software. For the present study –GIS software is used for pre-processing,
rectification, enhancements and classifying the satellite data for preparation of land use land
cover map for assessing and monitoring the temporal changes in land use land cover and land
developmental activities.
The imagery is interpreted and ground checked for corrections. The final map is prepared after
field check.
3.11.3 Image Extraction:
Satellite imageries for the area of Interest were created through Image processing software.
3.11.4 Geo-Rectification:
Geometric correction includes correction for geometric distortions due to sensor, earth geometry
variations and conversion of the data to real world coordinates (e.g. Latitude and Longitude) on
the Earth’s surface. The satellite imagery was geometrically rectified with reference to the geo-
referenced toposheets and vector data.
3.11.5 Image Enhancement:
Image enhancement is one of the important image processing functions primarily done to
improve the appearance of the imagery to assist in visual interpretation and analysis. Various
options of image enhancement techniques were tried out to get the best image for visual
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interpretation. Histogram equalized stretch enhancement techniques was applied to the imagery
of the study area for better interpretation of different features in the satellite imagery.
3.11.6 Interpretation of Satellite Image
Visual interpretation technique has been used for digitization of geographical feature for
different land use and vegetation cover classes based on spatial pattern of geographic feature.
Spectral signature represents various land use class. Image interpretation keys are developed
based on image characteristics like color, tone, size, shape, texture, pattern, shadow, association
etc, which enables interpretation of satellite images for ground feature. Statics of geographic
feature has been developing for impact assessment due to project activity.
3.11.7 Result and Conclusion:
The land use/ land cover map has been generated on 1:50,000 scale using Satellite Images,
topographical maps, Survey of India and ground truth information. Based on the methodology
developed for the present land use/ land cover, categories have been grouped under the
following major land use/land cover categories.
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Major land use/land cover categories of study area
(10 Km Radius Buffer zone)
Figure 18 Landuse Break up
53.69%
0.21%3.57%
30.06%
8.61%
0.75% 2.84% 0.26%
Land Use Breakup for Group Housing Project "Spaze Privy AT4", Sec-84, Gurgaon, Haryana
Agriculture Land
Builtup, Mining
Builtup, Rural
Builtup, Urban
Forest, Deciduos
Forest, Scrub Forest
Scrub Land
Water Bodies, Pond/Reservoir
Table 3.25; Major land use/land cover categories of study area (10 Km Radius/Buffer zone)
S No. Category Area in Sq. Km Area in Ha. Percentage
1 Agriculture Land 173.78 17377.83 53.83
2 Built-up, Mining 0.66 66.36 0.21
3 Built-up, Rural 11.55 1155.05 3.58
4 Built-up, Urban 97.30 9730.17 30.14
5 Forest, Deciduous 27.87 2786.86 8.63
6 Forest, Scrub Forest 2.44 244.24 0.76
7 Scrub Land 9.20 920.42 2.85
8 Water Bodies, Pond/Reservoir 0.83 83.07 0.26
Total Total 322.81 32280.94
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• Built up Land:
Built-up land includes the urban or rural settlements. The built-up locations and their area
extent have been extracted from the existing satellite imagery. The major built-up area is
about 10951.58 hectares which is 33.93 percent of the total 10 km radius study area.
• Agriculture Land:
Based on satellite imagery, topographical maps and ground truth. The land use is mainly
agricultural. The total agricultural area is about 17377.83 hectares which is 53.83 percent of
the total study area.
• Barren Land:
Based on satellite imagery, topographical maps and ground truth waste/ barren land area
extent have been extracted. The Barren land area is about 920.42 hectares which is 2.85
percent of the total 10 km radius study area.
• Water Bodies:
Based on satellite imagery, topographical maps and ground truth water bodies area extent
have been extracted. This area is about 83.07 hectares which is 0.26 percent of the total 10
km radius study area.
• Forest:
Based on satellite imagery, topographical maps and ground truth forest land area extent
have been extracted. This area is about 3031.10 hectares which is 9.39 percent of the total
10 km radius study area.
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Land Use Map
Figure 19 Land use Map
FLORA AND FAUNA
Biological Environment
A natural ecosystem is a complete community of living organisms and non-living constituents in a
given area and their interactions. An ecosystem has self-sustaining ability and controls the number
of organisms at any level by cybernetic rules. The basic purpose to explore the biological
environment under Environmental Impact Assessment (EIA) is to assess the potential ecological
impacts of the proposed project upon ecology and develop adequate mitigation measures to keep
ecological impacts within acceptable limits. An ecological survey of the study area was conducted,
particularly with reference to listing of species and assessment of the existing baseline ecological
conditions in the study area. The main objective of the ecological survey is aimed at assessing the
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existing flora and fauna components in the study area. Data has been collected through extensive
survey of the area with reference to flora and fauna.
With the change in environmental conditions, the vegetation cover as well as animals reflects
several changes in its structure, density and composition. The present study was carried out
separately for floral and faunal community of core and buffer zone respectively.
Need to study:
The present study was undertaken with the following objectives:
• To assess the nature and distribution of vegetation in and around the project site (within
10 km. radii)
• To assess the animal life spectra (within 10 km radii)
To achieve the above objectives a study area was undertaken. The different methods adopted
were as follows:
• Compilation of secondary data with respect to the study area from published literature
and various government agencies;
• Generation of primary data by undertaking systematic ecological studies in the area.
• Selection of Sampling Location for the study of Flora and Fauna:
• Core Zone: Core zone is the area where project is to be constructed. The proposed project
is a Group Housing “Spaze Privy AT4” at Village Sihi, Sector 84, Gurgaon, Haryana. All the
flora and fauna of core zone has been recorded during the survey.
• Buffer Zone: The zone falling with in 10Km radius around the project area. For sampling
purpose, buffer zone is further divided in 2 Km and 5 Km. Patches of flora is studied in 3
locations within 2 km, 3 locations within 5 Km. Location of flora is given below. Fauna is
recorded randomly.
Table for location
Table 3.26; Sampling Locations for Flora & Fauna S. No Location Name of location Distance Direction
1 E1 Nearby site --- North 2 E2 Sector 36 B 1.80 Km NNE
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3 E3 Nawada Fatehpur 2.19 Km SW 4 E4 Kilachand Nagar 2.28 Km North 5 E5 Kherki Daula Toll area 2.40 Km SE
Sample location Map
Introduction of the project highlighting the Environmental sensitivity
The proposed project is a Group Housing “Spaze Privy AT4” at Village Sihi, Sector 84, Gurgaon,
Haryana. No Forest falling within the Buffer Zone. Water Bodies within the Buffer Zone are
Najafgarh Drain (10.78 Km, N), Ghata or Badshapur Nadi (3.62 Km, NE), Nala near Dhankot (7.26
Km, N), Nala near Basai Dhankot Rly Station (7.29 Km, NE). This area not come under any eco-
sensitivity zone.
Methodology for study of Flora
During the study, the floral composition of the area was evaluated through primary survey. The
local inhabitants were also consulted to get extra information. Plant Species are counted and
identified within core zone with the help of quadrate method. The size of the quadrate was based
on the area size. For the survey 10 X 10 m plot are selected for vegetation analysis and for the
buffer zone estimated with the help of line transect and random survey method.
Methodology for study of Fauna
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Different species were observed at different timing during the day as given ahead —
Table 3.27; Timings for Observation of Faunal Community Particulars Time of Observation Birds Watched during the dawn Nocturnal and Burrowing Animals After Sunset Animals Morning and Evening
Forests in the study area
There was no forest within study area.
Description of flora in the Core Zone
In the Core Zone, the list of species already planted is given ahead —
Core Zone: In the Core Zone, place where construction had already been done was agricultural
land with patches of few grasses and weeds species like, Cynodon dactylon, Lantana camara,
Calotropis gigantea etc. The land was agricultural and converted to residential use by Town &
Country planning. No tree cutting was involved as the land was vacant. 70% plantation work has
already been done at core zone. At present 394 trees has been planted.
Google Earth Image showing no tree cutting was involved at project Site having no trees (Image
of Year Feb. 2012)
Existing species:
S. NO. BOTANICAL NAME COMMON NAME No of Trees already planted
1 Azadirachta indiaca Neem 20
2 Bauhinia purpurea Pink Butterfly 18
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3 Bauhinia variegate Kachnar 17
4 Callistemon lanceolatus
Lemon Bottlebrush 22
5 Cassia fistula Aragvadha 15
6 Chorisia speciose Silk floss tree 22
7 Delonix regia Flame Tree 14
8 Erythrina blakeana Coral tree 4
9 Erythrina indica Indian Coral Tree 18
10 Ficus benjamins Weeping fig 65
11 Grevillea robusts Silk oak 21
12 Jacaranda Mimosifolis Black poui 14
13 Lagertrocmia specioss Crepe myrtle 11
14 Peltophorum ferrugineum
Copperpod 46
15 Plumeria alba sacuanjoche 74
16 Pterospermumacerio folium
Karnikara tree 13
Total 394 Table: Species already planted and proposed
Description of flora in the Buffer Zone
In the Buffer Zone varieties trees, shrubs, herbs, Ornamental plants, weed and grasses such as
Callistemon lanceolatus, Azadirachta indica, Cynodon dactylon, Bougainvillea glabra etc are there.
List of Trees, Shrubs, Herbs Ornamental spices are given below —
Table 3.29; Flora (Tree Species) in the Buffer Zone
S.No Scientific Name Common Name S.No Scientific Name Common Name
1 Acacia arabica Babool 16 Eugenia jambolana Jamun
2 Acacia catechu Khair 17 Ficus benghalensis Banyan
3 Aegle marmelos Bael 18 Ficus glomerata Gular
4 Alstonia scholaris Chitwan 19 Ficus infectoria Pakad
5 Azadirachta indica Neem 20 Ficus religiosa Peepal
6 Bauhinia purpurea Kachnar 21 Kigelia pinnata Balamkhir
7 Bombax ceiba Green semal 22 Mangifera indica Aam
8 Butea Monosperma Flame of the forest 23 Millettia pinnata Kanji
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9 Butia capitata Butia Palm 24 Mimusops elengi Mahua
10 Callistemon lanceolatus
Bottle brush 25 Moringa pterygosperma Drumstick
11 Cassia fistula Amaltas 26 Polyalthia longifolia Pseudo Ashok
12 Dalbergia sissoo Shisham 27 Prosopis juliflora Vilayti Babool
13 Delonix Regia Gulmohr 28 Psidium guajava Amrud
14 Diospyros melanoxylon
Tendu 29 Pterospermum acerifolium
Kanak champa
15 Eucalyptus globulus Safeda 30 Tectona grandis Sagwan
Source: Field study by Ecology & Biodiversity team
The commonly occurring shrub, herb and grass species occurring in the buffer zone were also
observed through primary survey and secondary study. The important shrub, herb and grass
species in the buffer zone are given in the table 3.30 given ahead —
Table 3.30; Flora (Shrub, Herb and Grass Species) in the Buffer Zone
S.No Scientific Name Common Name
S.No Scientific Name Common Name
1 Bellis perennis Guldavri 14 Datura stramonium Dhatura
2 Borassus Flabellifer wine Palm 15
Euphorbia pulcherrima Poinsettia
3 Bougainvillea glabra Bougainvillea 16 Gardenia jasminoides
Cape jasmine
4 Butia capitata Butia Palm 17 Hamelia patens Firebush
5 Caesalpinia pulcherrima Peacock flower 18
Hibiscus rosa-sinensis
Gudhal
6 Calotropis gigantea Safed aak 19 Hippeastrum reginae
Amaryllis
7 Canna indica Indian shot 20 Nerium indicum Kaner
8 Cassia biflora Cassia 21 Ocimum basilicum Basil
9 Cestrum nocturnum Raatrani 22 Phoenix Palm Date palm
10 Combretum indicum Rangoon creeper 23 Plumeria rubra Frangipani
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11 Cycas revoluta Sago palm 24 Roystonea regia Royal Palm
12 Cynodon dactylon Doob Grass 25 Salvia splendens Scarlet sage
13 Dahlia hortensis Dahlia 26 Thevetia peruviana Kaner
27 Thuja occidentalis Arborvitae
Cropping Pattern
The main crops grown in nearby areas are bajra, wheat, guar, mustard and paddy. In terms of
productivity, Wheat is the predominant crop in Gurgaon, Haryana. Beside these crops fruits like
mango, Jamun etc., and vegetables also cultivated.
Description Fauna in the Core Zone
In the Core Zone, the construction has already been completed till structure work. The core zone
comprises diversity of animals. Among reptiles’ Common Indian garden lizard (Calotes versicolor),
Chameleon (Chamaeleo calyptratus), Common Indian Krait (Bungarus caeruleus) are common, Indian
Cobra (Naja naja) is also reported to have been seen by nearby villagers in the Buffer Zone. Among
mammals Rhesus macaque, palm squirrels, Cat and Dog etc are found. The different fauna
reported in the study area is listed below —
Table 3.31; Fauna in the Core Zone
Type Common Name Scientific Name Schedule
Reptiles:
1 Common Indian garden lizard Calotes versicolor IV
2 House lizards Hemidactylus flaviviridis -
Mammals:
3 Five striped palm squirrel Funambulus pennanti IV
4 Rhesus Macaque Macaca mulatta II
5 Cat Felis catus -
6 Dog Cuon alpinus -
Aves:
7 Crow Corvus splendens V
8 Pigeon Columba livia IV
9 Red vented Bulbul Pycnonotus cafer IV
10 Black Kite Milvus migrans IV
11 Asian Koel Eudynamys scolopaceus IV
12 Maina Acridotheres tristis IV
Insects:
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14 Butterflies Rhopalocera sp -
15 Wasps Vespa orientalis -
16 Dragonfly Agrian sp -
17 Honey Bee Apis indica -
18 House fly Musca domestica - (Source: Field survey done by Ecology & Biodiversity team)
Description Fauna in the Buffer Zone
The buffer zone comprises diversity of animals. Among reptiles’ Common Indian garden lizard
(Calotes versicolor), Chameleon (Chamaeleo calyptratus), Common Indian Krait (Bungarus caeruleus)
are common, Indian Cobra (Naja naja) is also reported to have been seen by nearby villagers in
the Buffer Zone. Among mammals Rhesus macaque, palm squirrels, Common Mongoose etc are
found. The different fauna reported in the study area are given in Table 3.32 below —
Table 3.32; Fauna in the Buffer Zone
Type Common Name Scientific Name Schedule
Amphibian:
1 Common Toad Bufo bufo IV
2 Frog Rana tigrina IV
Reptiles:
3 Common Indian garden lizard Calotes versicolor IV
4 House lizards Hemidactylus flaviviridis -
5 Krait Bungarus caeruleus IV
6 Chameleon Chamaeleo calyptratus -
7 Indian Cobra Naja naja II
Mammals:
8 Five striped palm squirrel Funambulus pennanti IV
9 Rhesus Macaque Macaca mulatta II
10 Cat Felis catus -
11 Dog Cuon alpinus -
12 Cow Bos taurus -
13 Common Mongoose Herpestes edwardsii II
Aves:
16 Baya Ploceus philippinus IV
17 Crow Corvus splendens V
18 Parrot Psittacula krameri IV
19 Pigeon Columba livia IV
20 Koel Eudynamys scolopaceus IV
21 Bulbul Pycnonotus cafer IV
22 Maina Acridotheres tristis IV
23 Wood pecker Dendrocopos cathpharius IV
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24 Black Kite Milvus migrans IV
Insects:
25 Butterflies Rhopalocera sp -
26 Wasps Vespa orientalis -
27 Dragonfly Agrian sp -
28 Honey Bee Apis indica -
29 House fly Musca domestica -
(Source: Field survey done by Ecology & Biodiversity team)
Data Interpretation
ENDANGERED SPECIES
There is only one ‘’Schedule I’’ Species found in buffer zone namely Pavo cristatus (Indian
Peafowl). As a matter of fact, three “Schedule II” species were also reported in the buffer zone
namely Herpestes edwardsii (Common Mongoose), Naja naja (Indian Cobra) and Macaca mullatta
(Rhesus macaque).
SOCIO ECONOMIC SCENARIO
Study has been conducted based on the details collected through secondary sources (mainly
census 2011) and through primary data collected from the site visits. The socio-economic profile
has been compiled from census data, 2011, while primary verification has been carried out by
using sample survey.
For secondary data, as the study area is large so the study has been carried out at district/ tehsil
level representing the whole study area for detailed socio-economic analysis. The analysis was
done using data from census of India, 2011 as secondary source and using physical site survey as
primary data. For field survey, 5 villages were selected for conducting the survey from nearby areas
of the site.
Concept & Definitions
a. Study Area: The study area, also known as impact area has been defined as the sum total
of core area and buffer area with a distance of 10 Kilometres from the periphery of the
core area. The study area includes all the land marks both natural and manmade, falling
therein.
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b. QoL: The Quality of Life (QoL) refers to degree to which a person enjoys the important
possibilities of his/her life. The ‘Possibilities’ result from the opportunities and limitations,
each person has in his/her life and reflect the interaction of personal and environmental
factors. Enjoyment has two components: the experience of satisfaction and the possession
or achievement of some characteristic.
c. Household: A group of persons who normally live together and take their meals from a
common kitchen are called a household. Persons living in a household may be related or
unrelated or a mix of both. However, if a group of related or unrelated persons live in a
house but do not take their meals from the common kitchen, then they are not part of a
common household. Each such person is treated as a separate household. There may be
one-member households, two member households or multi-member households.
d. Sex Ratio: Sex ratio is the ratio of females to males in a given population. It is expressed as
'number of females per 1000 males'.
e. Literates: All persons aged 7 years and above who can both read and write with
understanding in any language are taken as literate. It is not necessary for a person to have
received any formal education or passed any minimum educational standard for being
treated as literate. People who are blind but can read in Braille are also treated as literates.
f. Literacy Rate: Literacy rate of population is defined as the percentage of literates to the
total population aged 7 years and above.
g. Labour Force: The labour force is the number of people employed and unemployed in a
geographical entity. The size of the labour force is the sum total of persons employed and
unemployed. An unemployed person is defined as a person not employed but actively
seeking work. Normally, the labour force of a country consists of everyone of working age
(around 14 to 16 years) and below retirement (around 65 years) that are participating
workers, that is people actively employed or seeking employment. People not counted
under labour force are students, retired persons, stay-at home people, people in prisons,
permanently disabled persons and discouraged workers.
h. Work: Work is defined as participation in any economically productive activity with or
without compensation, wages or profit. Such participation may be physical and/or mental
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in nature. Work involves not only actual work but also includes effective supervision and
direction of work. The work may be part time, full time, or unpaid work in a farm, family
enterprise or in any other economic activity.
i. Worker: All persons engaged in 'work' are defined as workers. Persons who are engaged
in cultivation or milk production even solely for domestic consumption are also treated as
workers.
j. Main Workers: Those workers who had worked for the major part of the reference period
(i.e. 6 months or more in the case of a year) are termed as Main Workers.
k. Marginal Workers: Those workers who did not work for the major part of the reference
period (i.e. less than 6 months) are termed as Marginal Workers
l. Work participation rate: The work participation rate is the ratio between the labour force
and the overall size of their cohort (national population of the same age range). In the
present study the work participation rate is defined as the percentage of total workers
(main and marginal) to total population.
Study Area
The study area means villages in 10 km radius of the proposed project. Topographical map and
Google earth maps were used to identify the villages/ wards in 10 km radius.
As a matter of fact, maximum surrounding area is part of rural inhabitation. A total of 40 villages
and four urban area in Gurgaon district falls within the study area. The total population of the
study area is 173924 constituting 35680 households. The sex ratio of the study area as per census
2011 records at 787, whereas the sex ratio of the districts Gurgaon involved is 854.
List of villages In Study Area
As mentioned above that there are 40 villages and 4 urban areas in Gurgaon district are falling
within study area as given ahead —
District – Gurgaon, Haryana
SL.No. Name of village SL.No. Name of village SL.No. Name of village
Rural Areas/villages Falling within Study Area
1 Rampur(45) 15 Gairatpurbas(158) 29 Kasan (129)
2 Dhana(126) 16 Tikli(167) 30 Khoh(153)
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3 Baskushla(127) 17 Aklimpur(166) 31 Sehrawan(152)
4 Bhang Rola(122) 18 Nurpur Jharsa(165) 32 Nainwal(155)
5 Ghasula(88) Part 19 Palra(164) 33 Bar Gujar(156)
6 Gopalpur(47) Part
20 Chandla Dungerwas(148)
34 Navrangpur(157)
7 Harsaru(107) Part 21 Gwaliar(150) 35 Sakatpur(159)
8 Sadhrana(45) 22 Fazalwas(149) 36 Hassanpur(163)
9 Hamirpur(116) 23 Kukrola(151) 37 Darbaripur(162)
10 Wazirpur(115)
24 Nawada Fatehpur(112)
38 Shikohpur(160)
11 Dhorka(120) 25 Badha(113) 39 Kherki(3)
12 Meoka(121)
26 Sikanderpur Badha(109)
40 Baghanki(4)
13 Kankrola(128) 27 Lakhnola(110)
14 Hayatpur(114)
28 Naharpur Kasan (111)
Urban Areas Falling within Study Area
1 Garhi Harsaru (46) (CT) 3 Manesar (154) (CT)
2. Badshahpur (87) (CT) 4 Bhondsi (168) (CT)
Demographic Profile of Study Area
A study was undertaken with respect to demography, occupational pattern, literacy rate and other
important socio-economic indicators of these villages to reveal the socio-economic structure of
the entire project area. The summary is given below:
A. Rural Areas
Population
The total rural population of the study area falling in Gurgaon district is 109579 constituting 22988
households. The sex ratio of the study area as per census 2011 records is 818, whereas the sex
ratio of the districts involved is 854.
Social Structure
The proportion of Scheduled Caste (SC) rural population within the study area is 17.9% whereas
this proportion in the districts involved in 13.1%. The proportion of Scheduled tribe (ST)
population within the study area as well as in the districts is Nil.
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Literacy
The total proportion of rural literate within the study area is 82.3% of total population. The
proportion of Male literates and female literates within the study area is 91.1% and 71.5%
respectively.
Detailed Rural profile of study area is given below (source: Census of India, 2011)
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Sl. No.
Name
Demographic Features of the study area based on Census data 2011
No. of HHs
Total Popul ation
Sex Ratio
SC% ST% Overall Literacy
%
Male Literacy %
Female Literacy %
1 Rampur(45) 521 2692 908 12.9% 0.0% 82.7% 90.5% 74.2% 2 Dhana(126) 247 1360 946 20.9% 0.0% 83.3% 91.7% 74.7% 3 Baskushla(127) 752 3215 706 17.2% 0.0% 75.7% 83.8% 63.8% 4 Bhang Rola(122) 861 4377 880 16.7% 0.0% 81.3% 90.5% 71.1% 5 Ghasula(88) Part 89 361 510 0.0% 0.0% 79.9% 83.9% 72.2% 6 Gopalpur(47) Part 32 170 977 0.0% 0.0% 91.0% 93.4% 88.8% 7 Harsaru(107) Part 598 3140 821 19.2% 0.0% 84.1% 90.6% 76.3% 8 Sadhrana(45) 552 3083 895 22.1% 0.0% 82.6% 90.2% 74.0% 9 Hamirpur(116) 31 195 1010 9.7% 0.0% 92.9% 94.0% 91.9%
10 Wazirpur(115) 446 2388 879 39.3% 0.0% 82.5% 91.2% 72.7% 11 Dhorka(120) 283 1360 878 21.1% 0.0% 85.3% 92.6% 76.6% 12 Meoka(121) 77 467 824 84.2% 0.0% 78.2% 82.8% 72.7% 13 Kankrola(128) 792 4074 808 11.7% 0.0% 83.6% 91.2% 74.1% 14 Hayatpur(114) 652 3372 891 14.8% 0.0% 83.4% 90.9% 75.3% 15 Gairatpurbas(158) 352 2044 954 32.4% 0.0% 69.3% 80.1% 57.9% 16 Tikli(167) 1223 6640 906 24.8% 0.0% 82.4% 91.9% 72.1% 17 Aklimpur(166) 314 1607 888 16.6% 0.0% 87.1% 96.1% 77.5% 18 Nurpur Jharsa(165) 227 1133 904 7.4% 0.0% 86.0% 92.4% 79.0% 19 Palra(164) 511 2786 925 23.8% 0.0% 82.8% 91.7% 73.5%
20 Chandla Dungerwas(148)
392 1997 964 16.8% 0.0% 81.6% 92.4% 70.2%
21 Gwaliar(150) 240 1259 916 19.5% 0.0% 82.4% 91.3% 73.0% 22 Fazalwas(149) 349 1866 918 17.3% 0.0% 84.5% 92.8% 75.6% 23 Kukrola(151) 315 1819 952 18.3% 0.0% 83.7% 92.1% 75.0%
24 Nawada Fatehpur(112)
873 3775 817 14.3% 0.0% 84.6% 93.5% 73.9%
25 Badha(113) 368 2200 863 33.5% 0.0% 79.6% 90.9% 66.9%
26 Sikanderpur Badha(109)
582 3038 900 12.7% 0.0% 83.8% 93.5% 73.3%
27 Lakhnola(110) 716 3760 906 23.6% 0.0% 83.7% 92.7% 74.0%
28 Naharpur Kasan (111)
3406 9994 438 10.8% 0.0% 87.0% 92.7% 72.6%
29 Kasan (129) 1723 8628 886 16.4% 0.0% 80.7% 89.4% 71.1% 30 Khoh(153) 1473 5041 598 11.4% 0.0% 86.6% 94.0% 73.2% 31 Sehrawan(152) 194 933 866 7.9% 0.0% 84.0% 95.7% 71.4% 32 Nainwal(155) 179 987 891 11.3% 0.0% 79.9% 92.6% 66.1% 33 Bar Gujar(156) 206 1535 907 3.4% 0.0% 69.3% 81.6% 56.0%
34 Navrangpur(157) 499 2504 916 40.1% 0.0% 75.6% 86.9% 63.5%
35 Sakatpur(159) 295 1657 883 23.7% 0.0% 72.7% 87.1% 56.4%
36 Hassanpur(163) 230 1387 943 20.5% 0.0% 81.1% 94.2% 67.7%
37 Darbaripur(162) 231 1438 933 1.2% 0.0% 84.2% 95.5% 72.3%
38 Shikohpur(160) 1205 6293 917 12.9% 0.0% 82.3% 91.4% 72.8%
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39 Kherki(3) 316 1648 879 13.9% 0.0% 79.2% 92.2% 64.7%
40 Baghanki(4) 636 3356 909 18.4% 0.0% 79.9% 89.7% 69.1% 2988 109579 818 17.9% 0.0% 82.3% 91.1% 71.5%
It may be seen from the above table that total rural population of the villages of district Gurgaon
falling in the study area is 109579, varying between 170 in Gopalpur to 9994 in Naharpur Kasan.
Sex ratio was found to be varying from 438 in Naharpur Kasan to as good as 1010 in Hamirpur.
The proportion of SC% was observed to be varying between nil in Ghasula, Gopalpur to 84.2% in
Meoka. The proportion of ST% was observed nil. The overall literacy rates were found to be
varying from 69.3% in Bar Gujar to 92.9% in Hamirpur. Female literacy rates of Bar Gujar (56.0%)
were observed to be minimum across all 40 villages of study area.
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B. Urban Areas, District Gurgaon
Population
The total urban population of the study area falling in Gurgaon district is 64345 constituting
12692 households. The sex ratio of the study area as per census 2011 records is 737, whereas
the sex ratio of the districts involved is 854.
Social Structure
The proportion of Scheduled Caste (SC) urban population within the study area is 12.7%
whereas this proportion in the districts involved in 13.1%. The proportion of Scheduled tribe
(ST) population within the study area as well as in the districts is Nil.
Literacy
The total proportion of rural literate within the study area is 86.7% of total population. The
proportion of Male literates and female literates within the study area is 92.8% and 78.2%
respectively.
Detailed Urban profile of study area is given below (source: Census of India, 2011)
Sl. No.
Name
Demographic Features of the study area based on Census data 2011
No. of HHs
Total Popul ation
Sex Ratio
SC% ST% Overall Literacy
%
Male Literacy
%
Female Literacy
%
1 Garhi Harsaru (CT) 1539 7894 872 23.5% 0.0% 85.2% 93.5% 75.8%
2 Badshahpur (CT) 2980 15593 900 18.4% 0.0% 81.0% 88.9% 72.4%
3 Manesar (CT) 5074 23448 630 7.6% 0.0% 90.2% 95.4% 81.6%
4 Bhondsi (CT) 3099 17410 699 9.8% 0.0% 87.7% 92.1% 81.3%
12692 64345 737 12.7% 0.0% 86.7% 92.8% 78.2%
It may be seen be seen from the above table that total urban population of the of district Gurgaon
falling in the study area is 64345, varying between 7894 in Garhi Harsaru (CT) to 23448 in Manesar
(CT). Sex ratio was found to be varying from 630 in Manesar (CT) to 900 in Badshahpur (CT). The
proportion of SC% was observed to be varying between 7.6% in Manesar (CT) to 23.5% in Garhi
Harsaru (CT). The proportion of ST% was observed Nil in the district. The overall literacy rates
were found to be varying from 81.0% in Badshahpur (CT) to 90.2% in Manesar (CT). Female
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literacy rates of Badshahpur (CT) (72.4%) were observed to be minimum across all 4 urban areas
falling withing the study area.
Work Profile of Study Area
A. Rural Areas
The work profile of the villages of Gurgaon district falling within study area is depicted in the table
given below —
Sl. No.
Name Total
Population
Total Worker
Total Male
Worker
Total Female Worker
Total Main Worker
Total Marginal Worker
1 Rampur(45) 2692 26.7% 87.3% 12.7% 84.1% 15.9%
2 Dhana(126) 1360 26.6% 95.9% 4.1% 97.2% 2.8%
3 Baskushla(127) 3215 37.1% 89.6% 10.4% 95.5% 4.5%
4 Bhang Rola(122) 4377 27.6% 91.8% 8.2% 93.9% 6.1%
5 Ghasula(88) Part 361 47.6% 94.2% 5.8% 100.0% 0.0%
6 Gopalpur(47) Part 170 27.1% 91.3% 8.7% 100.0% 0.0%
7 Harsaru(107) Part 3140 31.1% 89.1% 10.9% 91.5% 8.5%
8 Sadhrana(45) 3083 41.4% 65.2% 34.8% 90.6% 9.4%
9 Hamirpur(116) 195 28.7% 94.6% 5.4% 92.9% 7.1%
10 Wazirpur(115) 2388 29.8% 87.1% 12.9% 97.3% 2.7%
11 Dhorka(120) 1360 27.9% 95.5% 4.5% 100.0% 0.0%
12 Meoka(121) 467 30.2% 100.0% 0.0% 44.0% 56.0%
13 Kankrola(128) 4074 40.2% 77.8% 22.2% 92.2% 7.8%
14 Hayatpur(114) 3372 30.5% 84.3% 15.7% 97.6% 2.4%
15 Gairatpurbas(158) 2044 35.6% 66.3% 33.7% 74.6% 25.4%
16 Tikli(167) 6640 40.4% 67.9% 32.1% 77.4% 22.6%
17 Aklimpur(166) 1607 29.5% 83.3% 16.7% 89.9% 10.1%
18 Nurpur Jharsa(165) 1133 37.4% 65.1% 34.9% 94.6% 5.4%
19 Palra(164) 2786 30.9% 78.3% 21.7% 92.2% 7.8%
20 Chandla Dungerwas(148)
1997 35.3% 72.3% 27.7% 84.0% 16.0%
21 Gwaliar(150) 1259 31.4% 83.8% 16.2% 64.6% 35.4%
22 Fazalwas(149) 1866 24.0% 94.2% 5.8% 94.4% 5.6%
23 Kukrola(151) 1819 25.6% 92.3% 7.7% 94.4% 5.6%
24 Nawada Fatehpur(112)
3775 36.4% 80.9% 19.1% 97.6% 2.4%
25 Badha(113) 2200 35.8% 67.3% 32.7% 57.2% 42.8%
26 Sikanderpur Badha(109)
3038 33.0% 79.9% 20.1% 75.0% 25.0%
27 Lakhnola(110) 3760 27.4% 90.6% 9.4% 96.1% 3.9%
28 Naharpur Kasan (111)
9994 59.4% 92.1% 7.9% 87.2% 12.8%
29 Kasan (129) 8628 31.4% 81.5% 18.5% 80.4% 19.6%
30 Khoh(153) 5041 45.7% 91.7% 8.3% 80.3% 19.7%
31 Sehrawan(152) 933 41.7% 59.9% 40.1% 88.9% 11.1%
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Sl. No.
Name Total
Population
Total Worker
Total Male
Worker
Total Female Worker
Total Main Worker
Total Marginal Worker
32 Nainwal(155) 987 37.7% 69.9% 30.1% 42.2% 57.8%
33 Bar Gujar(156) 1535 45.3% 59.3% 40.7% 66.3% 33.7%
34 Navrangpur(157) 2504 26.0% 91.1% 8.9% 84.9% 15.1%
35 Sakatpur(159) 1657 22.1% 95.9% 4.1% 95.6% 4.4%
36 Hassanpur(163) 1387 24.0% 93.7% 6.3% 97.0% 3.0%
37 Darbaripur(162) 1438 29.6% 78.6% 21.4% 87.6% 12.4%
38 Shikohpur(160) 6293 28.6% 84.4% 15.6% 92.9% 7.1%
39 Kherki(3) 1648 31.6% 87.7% 12.3% 90.4% 9.6%
40 Baghanki(4) 3356 26.1% 89.7% 10.3% 59.2% 40.8%
109579 35.3% 83.1% 16.9% 85.6% 14.4%
It may be observed from the table above that the proportion of the total workers is 35.3% of the
total population of the study area. The proportion was found to be varying from 22.1% in Sakatpur
to 59.4% in Naharpur Kasan. The work force was mainly constituted by males to the tune of 83.1%.
It was also observed an overwhelming majority 85.6% of the workers were main worker.
B. Urban Areas
The work profile of the villages of Gurgaon district falling within study area is depicted in the table
given below —
Sl. No.
Name Total Population
Total Worker
Total Male
Worker
Total Female Worker
Total Main Worker
Total Marginal Worker
1 Garhi Harsaru (CT) 7894 30.0% 87.4% 12.6% 85.4% 14.6%
2 Badshahpur (CT) 15593 27.8% 88.9% 11.1% 90.3% 9.7%
3 Manesar (CT) 23448 42.3% 93.9% 6.1% 96.4% 3.6%
4 Bhondsi (CT) 17410 29.3% 93.6% 6.4% 95.7% 4.3% 64345 33.8% 92.1% 7.9% 93.8% 6.2%
It may be observed from the table above that the proportion of the total workers is 33.8% of the
total population of the study area. The proportion was found to be varying from 27.8% in
Badshahpur (CT) to 42.3% in Manesar (CT). The work force was mainly constituted by males to the
tune of 92.1%. It was also observed an overwhelming majority 93.8% of the workers were main
worker.
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PRIMARY DATA COLLECTION
The primary survey for nearby 5 villages has been conducted. These villages are the main villages which will
have positive and negative impact due to the operation of this project.
The process of collecting data using primary survey data is as follows:
(i) Identify the villages to be surveyed.
(ii) Select one village.
(iii) Check the number of PAF in the village due to project.
(iv) PAF to be surveyed individually.
(v) Indirect affected villages to be surveyed with focus group discussion method having 15-20 persons
in a group.
(vi) Physical survey for sanitation /drinking water facilities, banks, physical heath checks, availability of
primary health centres/ dispensary/ hospitals, road conditions, educational facilities, source of
income, average annual income of the villagers.
The summary of socio economic survey conducted in these villages is given below:
A socioeconomic survey within 5 Km Buffer Zone was conducted. Survey covered few households in the buffer
zone which included village Rampura, Shikhopur, Naurangpur, Hasanpur, Kherkidaula.
The result of the survey is summarized as below:
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MICRO LEVEL VILLAGE INFORMATION (SOURCE - FIELD SURVEY)
Data interpretation of survey conducted :
Parameter studied
Data Interpretation
Housing The housing condition in the buffer zone is better than other rural areas as this area falls in NCR region
• Pucca houses – 90%
• Semi pucca houses – 10%
• Kuccha houses – NIL
Electricity
The availability of electricity connection in the buffer zone is better than other rural areas as this area falls in NCR region
• Households having Electric connection – 100%
• Households not having Electric connection – 0%
Economic Category Composition
The Proportion of above Poverty line in the buffer zone is better than other rural areas as this area falls in NCR region
• Households above poverty line –70%
• Households below poverty line –30%
Rampura Shikhopur Naurangpur Hasanpur Kherkidaula
1 House Hold Approx 500 1200 500 250 400
2Occupation or source
of income
Service/labour
/Pvt.busness
Service/labour
/Pvt.busness
Service/labour
/Pvt.busness
Service/labour
/Pvt.busness
Service/labour
/Pvt.busness
3 Population 1600 3000 2700 1300 3000
4 Farming 0 0 0 0 0
Labour 25 20 15 40 18
Private Job 40 45 50 30 42
Govt.Job 10 15 13 10 10
Self Employed 25 20 22 20 30
5 Main crop
6 SchoolPrimary School
Middle,Anganwadi
Primary School,high
School Anganwadi
Primary School
,Anganwadi
Primary School
Secandary
school,,Anganwadi
Secandary
school,Anganwadi
7 HospitalAsha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
Asha Workers,Pvt
clinic
8 Post office yes yes Nil Nil yes
9 Bank yes yes yes yes yes
10 Market Pvt Shop Pvt Shop Local Market Local Market Local Market
11 Electricity 100 100 100 100 100
12 Source of waterTap water supply
Bore well,
Tap water supply
Bore well,
Tap water supply
Bore well,
Tap water supply
Bore well,
Tap water supply
Bore well,
13 Toilet Facilities 100 100 99 98 100
14 Transport SystemCars,Tempo
Vehicle,BusCars,Tempo Vehicle,
Cars,Tempo
Vehicle,Bus
Cars,Tempo
Vehicle,Bus
Cars,Tempo
Vehicle,Bus
15 APL 70 75 70 75 70
16 BPL 30 25 30 25 30
Name of the Villages
Micro Level Villages information based on field survey & Census data 2011
S. No. Parameter
%Working status
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Drinking Water
As the project falls in NCR region, water is available in the area:
• Households with supply through pipe line – 70%
• Households using community/handpump –30%
Education status
As the project falls in NCR region, mostly people are educated:
• Adults Educated – 55%
• Kids Educated – 90%
Primary Occupation
As the project falls in NCR region, main occupation of people is:
• Farming- 0%
• Service- 65%
• Private Business- 25%
• Govt Job- 10%
These figures imply that much of the study area’s working population has year-round occupation /sources
of livelihood. Interviews with stakeholders corroborated this fact
TRAFFIC DENSITY
Preliminary Traffic Assessment: The estimated traffic in the proposed project is driven by the trip
generated by the proposed land use within the project area. The estimated traffic is then appropriately
assigned on the networks to obtain the quantum of traffic that will be handled by the road network.
The following key issues are identified by the Government —
Strengthening and development of roads network.
Development of alternate road link.
Developing of parking facilities.
With an ever-increasing urbanization, road traffic is also increasing.
The traffic study was done in the nearby road ascertain the present traffic was on the road and
thereafter impact be because of addition of traffic due to the Spaze privy AT 4 project.
PCU values are used to convert various vehicles in to one standard vehicles i.e. Passenger car units
(PCU). The PCU values as per IRC are as given below —
Table 3.46; PCU values of various vehicles
S. No.
Vehicle Type PCU Value S. No. Vehicle Type PCU Value
1 Car 1 5 LCV 2
2 Two-wheeler 0.5 6 Tractor and Trailor 5
3 Truck/ bus 2.2 7 Cycle rickshaw 1.5
4 Auto 1.2
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The basis of conversion factor as per IRC 106, 1990, is given ahead —
Table 3.47; Conversion Factor (Ref: IRC 106, 1990)
S.No
LOS Value (Ratio of V:C) (V/C)
Category Inference based on IRC 106: 1990
1 0-0.2 A Represents a condition of free flow; individual users are generally unaffected by others in the traffic and this condition is generally considered in the Excellent Category.
2 0.2-0.4 B Represents a condition of stable flow; individual users have a level of comfort and convenience but less than that of A.
3 0.4-0.6 C
Represents a condition of zonal stable flow; individual users are starting in a bit of discomfort; users start to feel inconvenience due to presence of other users on the road. General level of discomfort increases and there is a noticeable decline in convenience.
4 0.6-0.8 D Represents the level of stable flow; Level of comfort of users is poor and discomfort is significant in the flow of traffic. This category traffic streams are extremely susceptible to traffic problems.
5 0.8-1 E Represents operating conditions close to capacity level; freedom to traffic stream is low and the speed is relatively uniform but very less. Comfort and convenience is relatively poor and discomfort is visible.
6 1 or above F Breakdown Flow; These streams often and broken down, susceptible to long delays and therefore there is huge discomfort in these streams.
Table 3.48; Traffic Analysis: NH-8, (8 Lanes) 35 -Meters (Delhi-Gurgaon Expressway)
Hours
Baseline
Car Bus/ Truck
Two-Wheeler
Others/ Auto
PCU /Hr Capacity of
Road in PCU/Hr
LOS Baseline
06:00- 07:00 2945 421 1514 142 5768 10286 0.561
07:00- 08:00 3109 290 1580 164 5399 10286 0.525
08:00-09:00 3294 202 1942 180 5388 10286 0.524
09:00-10:00 3348 169 2029 196 5359 10286 0.521
10:00-11:00 3230 173 2039 221 5293 10286 0.515
11:00-12:00 2930 347 1759 211 5621 10286 0.546
12:00-13:00 2723 450 1562 270 5853 10286 0.569
13:00-14:00 2837 439 1849 319 6120 10286 0.595
14:00-15:00 2642 315 1609 291 5213 10286 0.507
15:00-16:00 2723 248 1512 320 4978 10286 0.484
16:00-17:00 2736 284 1620 289 5168 10286 0.502
17:00-18:00 3011 279 1670 266 5421 10286 0.527
18:00-19:00 3380 293 1760 293 5929 10286 0.576
19:00-20:00 3260 252 1911 320 5734 10286 0.557
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20:00-21:00 3292 239 1667 268 5521 10286 0.537
21:00-22:00 2753 423 1577 203 5688 10286 0.553
22:00-23:00 2207 461 1101 252 5133 10286 0.499
Average 2966 311 1688 247 5505 10286 0.54
Table 3.49; Traffic Analysis: Approach Road 6 Lane -22.5 Meters
Hours
Baseline
Car Bus/ Truck
Two-Wheeler Others/ Auto PCU /Hr
Capacity of Road
in PCU/Hr
LOS Baseline
06:00- 07:00 185 37 523 89 635 7714 0.08
07:00- 08:00 190 32 566 95 657 7714 0.09
08:00-09:00 204 36 778 101 793 7714 0.10
09:00-10:00 236 38 712 105 802 7714 0.10
10:00-11:00 239 39 754 99 821 7714 0.11
11:00-12:00 226 36 623 92 727 7714 0.09
12:00-13:00 225 26 597 83 680 7714 0.09
13:00-14:00 213 25 569 85 655 7714 0.08
14:00-15:00 202 23 456 77 573 7714 0.07
15:00-16:00 203 21 480 74 579 7714 0.08
16:00-17:00 185 27 566 65 604 7714 0.08
17:00-18:00 175 31 580 62 608 7714 0.08
18:00-19:00 170 35 623 71 644 7714 0.08
19:00-20:00 165 38 688 78 686 7714 0.09
20:00-21:00 162 38 654 89 679 7714 0.09
21:00-22:00 152 35 625 95 656 7714 0.08
22:00-23:00 131 25 589 75 571 7714 0.07
Average 192 32 611 84 669 7714 0.09
Table 3.50; Summary of Traffic Analysis
Parameter Existing Parameter Existing
WIDTH (m) 35 WIDTH (m) 22.5
Carrying Capacity (PCU/ Hr)
10286 Carrying Capacity (PCU/ Hr)
7714
Traffic (PCU/Hr) 5505 Traffic (PCU/Hr) 669
LOS 0.54 LOS 0.086
Category C Category A
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Chapter 4: ANTICIPATED ENVIONMENTAL IMPACTS & MITIGATION
MEASURES
Prediction of impacts is the most important component in the Environmental Impact Assessment
studies. Several scientific techniques and methodologies are available to predict impacts of
developmental activities on physical, ecological and socio-economic environments. Such
predictions are superimposed over the baseline (pre-project) status of environmental quality to
derive the ultimate (post-project) scenario of environmental conditions. The prediction of impacts
helps to minimize the adverse impacts on environmental quality during pre and post project
execution.
Generally, the environmental impacts can be categorized as either primary or secondary. Primary
impacts are those, which are attributed directly by the project and secondary impacts are those,
which are indirectly induced and typically include the associated investment and changed patterns
of social and economic activities by the proposed actions.
For the proposed project, the impacts assessment shall be performed in following steps:
• Identification of interactions between activities and environmental receptors.
• Identification of potentially significant environmental impacts.
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IMPACT MITIGATION- CONSTRUCTION PHASE
4.1.1 Impact on Land Use and Aesthetics
Activity Aspect Impact Major/ Minor/ Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
No major impact on the land use. However, land use has been changed from vacant land to developed complex.
Minor Not applicable
4.1.2 IMPACT ON SOIL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
The foresaid development impacted the soil infiltration capacity which inhibits ground water recharge and fertility due to development. It also permanently depresses land productivity, destabilizes landscapes, increasing the potential for wind and water erosion.
Minor
Rain water harvesting provision has been done to recharge the ground water and top soil will be preserved for reuse in plantation.
Excavation Removal of soil, Top soil & run off of soil
Major
The top soil had been stockpiled, treated with mulch, roughened and seeded with approved grass mixture or ground cover. Later the top soil will be used for landscaping.
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Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Major proper care shall be taken while stacking/storage of excavated material.
Transportation (Raw Material, Labour)
Oil spillage Chemical degradation of soil would occur which may leach into vegetation and ground water
Minor
Procedures for maintenance of equipment to ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
Compacting and other related work
Soil compaction & run off of soil
Use of heavy machinery and storage of material compact the soil. Compaction of soil as well as mixing of construction material with soil also lead to reduced infiltration of water; decrease in permeability and increased runoff.
Minor
Compaction and stabilization shall be resorted during filling to ensure that no top soil is washed away. Every care shall be taken to prevent soil erosion.
Run off of water & Stagnation of water
Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Major proper care will be taken while stacking/storage of excavated material.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Used oil generation The oil generated may leach through soil & contaminate ground water
Minor
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
Storage of construction material, Paint & chemicals
Spillage on ground and water
May impact the air and water as the there is toxic contents in these chemicals
Minor
Procedures for storage of material would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
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Construction of Foundation & Basement
Generation of C&D waste & Solid Waste
Impact on soil due disposal of solid waste includes the effect on flora from contact of waste on soil.
Minor C&D waste from the proposed complex will be properly collected, stored and given to approved vendor
Construction of Foundation & Basement
Run off of water Soil erosion may occur if soil is disturbed, left bare, and exposed to the abrasive action of wind and water
Minor proper care will be taken while stacking/storage of excavated material.
Construction of super structure
Generation of C&D waste & Solid Waste
Impact on soil due disposal of solid waste includes include degradation ion fertility of soil
Minor Proper care will be provided to maintain the C&D waste generated.
Working & daily activity of construction labour
Solid waste & E-waste generation
Impact on soil due disposal of solid waste includes the leaching from biodegradable waste and effect on flora from spillage of waste on soil.
-
Solid waste and hazardous waste from the proposed complex will be properly collected, stored in respective colour coded containers
Finishing work Wall, shoring, painting, stone cladding filing
chemical spillage
Chemical desegregation and pollution of soil would be on account of spillage of hydraulic oil, fuels and lubricating oils from construction machinery
- Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
4.1.3 IMPACT DUE TO SOLID WASTE DISPOSAL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Raw Material, Labour generated waste disposal
Daily Activities of labours and other construction activities
Waste generated may impact the hygiene of the labours and also the emission of dust/gases if not managed.
Minor Proper maintenance of waste and time to time disposal of the same will ensure in minimization of the same
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4.1.4 AIR ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Dust emission will lead to increase in PM
- Increased PM Level may cause respiratory problems to nearby Population. - Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora - increased dust will decrease the aesthetic look of already constructed building
Minor
-Construction activity will be confined to project site only for short duration. -Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site. -Proper noise masks will be provided to the workers engaged in dust generating activities.
Excavation Dust emission will lead to increase in PM
Respiratory problems to construction workers at site and nearby population
major
Water sprinkling will be done to reduce the dust generation -Wind breaker wall of appropriate height will be installed at site -Dust suppression systems (water spray) shall be done as per requirement at the construction site. -Proper nose masks will be provided to the workers who were engaged in dust generating activities. -Plantation of trees around the project periphery including green crippers will be carried out
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Compacting and other related work
Dust emission Increase in PM levels will affect the respiratory health of construction workers and nearby population
Minor -Dust suppression and water sprinkling system will be installed for suppression of particulates
Compacting and other related work
Run off of water & Stagnation of water
Stagnation of water shall result in odour problem in the area
Negligible Water sprinkling will be done to reduce the same.
Construction of Foundation & Basement
Dust emission
Dust generation from construction activity and deposition of the same around the project area will affect the respiratory health of workers and nearby population
Minor Water sprinkling will be done to reduce the same.
Construction of super structure
Generation of C&D waste & Solid Waste
Handling of C&D waste can cause generation of dust which can cause problem in breathing to the construction workers and nearby population
Major
-Construction and Demolition Waste will be handed over to contractor as per the agreement for final disposal. -The Contractor will be sold the C&D waste for ongoing construction of roads & highways in the nearby area.
Finishing work of Wall, painting, stone cladding, Tiling work
Dust & other air emission
Emission of VOCs from paints can cause irritation in eyes, nose and throat, can cause difficulty breathing and nausea, and can damage the central nervous system as well as other organs.
Major -Use of material with less VOC content
Storage and handling of construction material, Paint & chemicals
Air emission & Dust Generation
-Open storage of construction material and improper handling of material will lead dust emission which will cause the respiratory health problem to the workers. -Dust will be deposited on the nearby areas and can affect the aesthetic look of operational part of the hospital.
Major
-Dust suppression and water sprinkling system will be installed for suppression of particulates -Wind breaker wall of appropriate height is installed at site -Proper nose masks will be provided to the workers who were engaged in dust generating activities. -Plantation of trees around the project periphery including green crippers will be
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carried out -Storage of construction material under tarpaulin cover and regular wetting of loose materials will suppress the dust generation.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Air Emission from the process/machinery
Emissions from use of construction machinery will cause respiratory problem to the workers at site and nearby population -Pollutants emitted from stack will increase the Ground Level Concentration of pollutants which will affect the respiratory health of people in nearby area
Major
-Adequate stack shall be provided in order to minimize the GLC -Low Sulphur fuel shall be used in operation of DG sets
Dust Generation Generation of dust from operation of construction machinery
Major
-Personal Protective Equipment like dust masks and ear muffs shall be provided to the construction workers -Proper Maintenance of construction equipment/ machineries, etc -Dust suppression and water sprinkling system will be installed for suppression of particulates -Regular monitoring of ambient air shall be carried out
Oil & chemical Spillage
-spillage of Diesel, used oil, chemicals may result in emission of VOCs in the air environment which will cause irritation
Minor
-In case of spills of chemicals, dry adsorbents/cotton should be used for cleaning instead of water
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in eyes, nose and throat, difficulty breathing and nausea.
Transportation (Raw Material, Labour)
Vehicular emission
Gaseous emission from vehicles used for transportation will affect the health of construction workers and nearby population
Major
-Vehicles with valid PUC certificates will be used for transportation of construction material -Plantation of trees around the project periphery including green crippers will be carried out
Diesel/petrol leakage
-Leakage of petrol/Diesel may result in emission of VOCs in the air environment which will cause irritation in eyes, nose and throat, difficulty breathing and nausea.
Minor
- Proper maintenance of vehicles shall be done periodically to ensure no leakage from the vehicles. -The vehicle used for transportation shall comply to conditions stipulated by SPCB in addition to the requirement mentioned in Motor Vehicle Act, 1988 (59 of 1988).
Dust emission
Transportation of construction material shall result in dust emission which will affect the respiratory health of construction workers and nearby population
Major
-Construction material shall be transported in closed and covered trucks. -water sprinkling shall be carried out for dust suppression from movement of transport vehicles. -Plantation of trees around the project periphery including green crippers will be carried out
Working & daily activity of construction labour
Labour convenience & Facilities
None Negligible
- To minimize the occupational health hazard, proper mask will be provided to the workers who were engaged in dust generation activity.
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4.1.5 WATER ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Site preparation will cause change of natural contour level will which will result in Change of drainage pattern
The storm water recharge capacity will be decreased
major
Proper drainage for storm water shall be maintained. Provision of RWH is there to recharge the ground water
Excavation
Mechanical excavation for the foundation and basement preparation
- The excavation will be done up to level such that it will not intersect the ground water level, hence it will not impact the ground water quality.
Negligible None
Compacting and other related work
Water requirement
For 300 labours, 5 KL of water tankers for drinking purpose were provided. This will lead to water use & waste water generation.
Minor
Treated Water will be sourced through STP and waste water generated from the site will be properly disposed.
Construction of Foundation & Basement
Stagnation of water & Run off of water
During the construction period, Stagnation of water & Run off of water may lead to breeding of mosquitos & run off can lead to soil erosion
Minor
During the construction period, runoff
from the construction site shall not be
allowed to stand (water logging) or enter
into the roadside or nearby drain.
The runoff due to rain water from the site shall be collected and reused.
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Construction of super structure
Water requirement & waste generation
15 KL of tanker of treated STP Water shall be required during construction work. For approx. 300 labours, 13 KLD of Domestic water shall be sourced through the water tanks and this will lead to 10 KL of waste water. Utilisation of water may impact the water demand of the vicinity and Improper disposal of waste water generated may affect the quality of nearby surface water body & ground water .
Minor
Treated Water will be sourced through STP and waste water generated from the site will be properly disposed. Also storm water collected will be used whenever possible. 10 KLD of waste water generated from the construction site will be properly disposed off to septic tanks.
Finishing work of Wall, painting, stone cladding, Tiling work
Water contamination
Improper disposal of waste generated may affect the quality of ground water. Minor
Any waste generated shall be disposed properly as per C&D waste management rule.
Road infrastructure & Services installation& Plantation
Water requirement & Waste water disposal
Tanker of treated STP Water shall be supply source during construction work. Which would not lead fresh water scarcity. Improper disposal of waste water generated may affect the quality of nearby surface water body & ground water.
Minor
Treated Water will be sourced through STP and waste water generated from the site will be properly disposed
Storage and handling of construction material, Paint & chemicals
Oil & chemical Spillage
Spillage of Oil & chemicals, if in any case comes in contact with water body can decorate the ground water & surface water body. Which in turn may affect the life also.
Minor
The hazardous waste generated will be used oil only. Used Oil will be stored in HDPE drums and kept in covered rooms under lock and key and will be sold to authorized vendors only.
Spillage of oil from the machinery or cement residual from concrete mixer
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Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
plants was properly collected and reused in construction site.
Transportation (Raw Material, Labour)
Dust emission If dust emitted gets deposited on water body can Detroit the water quality. Minor
The vehicles carrying construction material
and construction debris shall be cleaned
before it is permitted to ply on the road.
Wheel washing arrangement of construction vehicle shall be provided at site
Working & daily activity of construction labour
Water requirement & Waste water disposal
For approx.. 300 labours, 13 KLD of Domestic water shall be sourced through the water tanks and this will lead to 10 KL of waste water.
Minor
Temporary toilets will be provided provided.
10 KLD of waste water generated from the construction site was disposed off to septic tanks.
4.1.6 NOISE ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
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Site Preparation & Levelling
Increase in noise level
-due to levelling activity, loading and unloading activity there will be noise generation, however in case of noise generation it may cause mental & phycological effects on nearby people like annoyance, headache, Auditory impact, increase in heartbeat of patients and elderly people.
Minor
- The noise due to the loading & unloading activity will be limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers will be done. -Proper maintenance of the machine/ equipment for levelling will be carried out. -Noise barrier of height 10 meters will be provided around the existing hospital building.
Excavation Increase in noise level
-due to excavation activity there will be high level of noise generation along with vibration which may cause mental & phycological effects on existing population of hospital, construction labours & nearby people like annoyance, headache, Auditory impact, increase in heartbeat of patients and elderly people. -There will be impact on excavator operator like whole body vibration and auditory impact. The noise level generation due to excavator will be 85-90 dB.
Major
- The noise due to the running of excavator will be limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers will be done. -Proper maintenance of the excavator will be carried out and excavator shall be provided with closed cabin and vibration isolator -Noise barrier of appropriate height will be provided around the existing hospital building.
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Compacting and other related work
Noise generation by machineries
-due to compaction activity, loading and unloading activity there will not be much noise generation, however in case of noise generation it may cause mental & phycological effects on nearby people like annoyance, headache, Auditory impact, increase in heartbeat of patients and elderly people.
minor
- The noise due to the running of compactor will be limited only for specified period of construction and during day-time only. -Provision of protective devices like ear muff/plugs to the workers will be done. -Regular & Proper maintenance of the compactor will be carried out and its silencer shall be regularly checked and provided with vibration isolator -Noise barrier of height 10 meters will be provided around the existing hospital building.
Construction of Foundation & Basement
Noise generation
-due to handling of construction material noise will be generated which may cause physiological like increase in heartbeat of patients and elderly people & psychological effects like annoyance on workers and nearby people.
minor
- The noise will be limited only for specified period of construction and during day-time only. - Workers will work in rotation basis. -Provision of protective devices like ear muff/plugs to the workers will be done. -Noise barrier of height 10 meters will be provided around the existing hospital building.
Construction of Foundation & Basement
Noise Generation through C&D machinery
-Loading and unloading of C&D waste may cause annoyance to the workers and peoples in the immediate vicinity.
minor
- Loading and unloading of C&D waste should be done from loaders/excavators directly to tippers/trucks to ensure minimal noise generation. Workers shall be provided with ear plugs/ear muffs
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Construction of super structure
Noise generation
-Will cause physiological and psychological effect like hearing impairment, sleep interference, annoyance and also may cause increase in heart beat and blood pressure in elderly peoples and patients within the area.
Major
- Machines and equipment shall be regularly maintained and shall be provided with vibration isolators and noise damping, construction shall be done during day time only, proper barricading of the construction site shall be done. PPE like ear plugs and muffs shall be provided to the workers at construction site. Also, acoustic flooring using tiles shall be done so that it acts as noise absorber.
road infrastructure & Services installation& Plantation
Noise generation -May cause annoyance and auditory impact to the workers and peoples living in immediate vicinity.
Minor
-Road grader shall be provided with noise dampers and vibration isolators and shall have closed cabin. Proper lubrication and greasing of other equipment should be done. Proper handling of road construction material should be done.
Storage and handling of construction material, Paint & chemicals
Noise Generation -May cause annoyance to the worker and nearby people
Minor - Proper handling of materials shall be done and workers must be supervised by onsite in charge manager.
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Noise generation
-due to running of machinery, high level of noise may cause physiological & phycological effects on labours like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of patients and elderly people in existing hospital. - running of DG sets will cause vibration
Minor
-DG sets will be bought acoustically enclosed meeting the norms prescribed by CPCB -Plantation already exist along the roads & periphery to reduce noise. -Construction machinery shall be properly lubricated and shall be equipped with vibration isolator wherever possible
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generation in immediate surrounding of DG set area
-Provision of protective devices like ear muff/plugs to the workers will be done.
Transportation (Raw Material, Labour)
Honking & vehicular noise generation
-due to road congestion people will blow horn which may lead to problems like sleep interference, headache - There will not be much impact due to vibration on existing hospital building
Minor - No honking zone should be provided in and nearby hospital area
4.1.7 IMPACT ON ECOLOGY AND BIODIVERSITY
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Site Preparation & Levelling
Clearance of vegetation
No major vegetation was there on the site as the land contained only few bushes & grasses which was removed.
Negligible
-To minimize the impact, the provision of plantation area of 12762.216 Sqm area, with lawns, ornamental shrubs and trees shall be provided. -394 no. trees has already been planted. 206 No. of trees will also be planted within the complex after the completion.
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Dust emission will lead to increase in PM
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Increase in noise level
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Machinery of reputed standard will be used all the construction activities will be carried out during the daytime. No activity will be done during night time.
Excavation
Removal of soil, Top soil & run off of soil
-Removal of Top soil will affect the habitat of micro-organism and invertebrate
Minor
-The excavated top soil will be used in Landscape area which will help in recovery of habitat of micro-organism and invertebrate.
Dust emission will lead to increase in PM
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the site.
Increase in noise level
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement. - There will be loss on soil biota due to excavation and vibration
Minor
-all the construction activities will be carried out during the daytime. No activity will be done during night time. -Proper maintenance of the excavator will be carried out and excavator shall be provided vibration isolator
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Compacting and other related work
Dust emission -As there will be less dust generation hence there will not be much impact on existing Flora
Negligible
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Construction of Foundation & Basement
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor -all the construction activities will be carried out during the daytime. No activity will be done during night time.
Construction of super structure
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Noise generation
Increased noise will cause disturbance of existing avi-fauna; however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor -all the construction activities will be carried out during the daytime. No activity will be done during night time.
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Finishing work of Wall, painting, stone cladding, Tiling work
Dust & other air emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Solid, hazardous waste & recyclable waste generation
-Piling of solid waste will affect the habitat loss of micro-organism and degradation
Minor -Proper disposal plan for solid waste will be implemented in Landscape area
Road infrastructure & Services installation& Plantation
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
Noise generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the site.
Storage and handling of construction material, Paint & chemicals
Air emission & Dust Generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to
Minor
-Separate raw material yard will be made. Cement will be separately stored under cover in bales. – Sand will be stacked nearby under tarpaulin cover. -water sprinkling will be done.
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climate change which eventually will result in decrease in plant/tree cover
Operation of Construction machinery (DG Set, Mobile STP, Heavy machinery)
Dust Generation
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities will be carried out during the daytime. No activity will be done during night time. - Acoustically enclosed DG sets will be provided along with vibration pads. - All the machinery used will be provided with vibration isolators in accordance to their vibration generation
Transportation (Raw Material, Labour)
Vehicular emission
- Vehicular emission like NOx etc. can inhibit the growth of plants and pre-mature leaves senescence.
Minor - Vehicles used in transportation of construction material will have PUC certificate.
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor
- Water sprinkling will be done to reduce the dust generation -Dust suppression systems (water spray) shall be done as per requirement at the construction site.
GROUP HOUSING PROJECT “SPAZE PRIVY AT4” AT SEC-84, GURGAON, HARYANA BY M/S SPAZE TOWERS PVT. LTD.
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Noise generation
-Increased noise due to vehicular transportation will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Vehicular movement for transportation of raw material will be carried out only in day-time and will try to avoid unnecessary honking with the help of sign boards.
4.1.8 TRAFFIC MANAGEMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Heavy Vehicles carrying raw material
Congestion on road
Heavy vehicle movement will lead to congestion in traffic and difficulty in driving
Minor Separate Entry/exit gates for transpo rtation of raw material will be provided
IMPACT MITIGATION DURING OPERATION PHASE
4.2.1 IMPACT ON SOIL
Functional Area
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
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Soil Environment
Operational hospital & Working & daily activity of staff, In-patients & Out-Patients
Generation of Solid Waste, E-waste
Improper disposal will degrade the soil quality
Negligible
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler.
Operational hospital & Working & daily activity of staff, In-patients & Out-Patients
Generation of Solid Waste, E-waste and Bio-medical waste
Improper disposal will drgrade the soil quality
Negligible
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler.
Transportation (Staff, Resident transportation & chemical transportation)
Diesel/petrol spillage
while re-fuelling of vehicles transporting materials and servicing of vehicles through breakage due to wear and tear.
-
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
Operation of machinery & equipment (DG Set, STP & machinery used)
There will be Used oil generation
while re-fuelling of vehicles transporting materials and servicing of vehicles through breakage due to wear and tear.
-
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil & used oil shall be collected separately in drums and handed over to the authorized outside agency
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Soil Environment
Operation of machinery & equipment (DG Set, STP)
Oil Spillage
while re-fuelling of vehicles transporting materials and servicing of vehicles through breakage due to wear and tear.
-
Procedures for maintenance of equipment would ensure that this risk is minimized and clean-up response is rapid if any spill occurs. Lubricating waste oil shall be collected separately in drums and handed over to the authorized outside agency
4.2.2 IMPACT DUE TO SOLID WASTE DISPOSAL
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Operational hospital & Working & daily activity of staff, residents
Generation of Solid Waste, E-waste
-Improper storage and disposal of Biodegradable waste, will enhance the risk of microbial contamination, population. -Inproper storage and disposal of MSW waste, will enhance the risk of disese occurance and cause foul smell. It will attract the vectors. -Inproper hazardous chemical disposal if comes in contact with human body may cause skin irritation and could be flammable also sometimes.
Major
- Source segregation shall be done for Municipal solid waste at each floor level and shall be stored in colour coded bins (Bio Degradable-Green & Recyclable-Blue) -During operation phase total 1378 (Kg/day) of municipal solid waste shall be generated daily and shall be disposed off properly and safely. 964 Kg/day of Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. The compost shall be used as manure in green area within the project premises & unused manure shall be given to nursery. 344 Kg/day of Recyclable Waste & 70 Kg/day of plastic waste shall be given to Authorized Recycler.
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Transportation (Staff, Patients, transportation & chemical transportation)
Road congestion & Breakage of roads
Accidental litter off plastic & non- biodegradable waste will create nuisance & may cause potential health impacts. -Accidental leakage of the chemical during transportation can cause fire.
- -
4.2.3 AIR ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Operational hospital & Working & daily activity of staff, In-patients & Out-Patients
Generation of Solid Waste, E-waste and Bio-medical waste
Bio-degradable Waste generation may lead to odour problem if not stored properly.
Minor - Bio-Degradable waste shall be converted into compost in proposed OWC within the premises.
Vehicular emission
Gaseous emission from vehicles used for transportation will affect the respiratory health of staff, patients and nearby population
Minor
-Vehicles with valid PUC certificates will be used for transportation of construction material -plantation all around the periphery of the plot has been done.
Diesel/petrol leakage
-Leakage of petrol/Diesel may result in emission of VOCs in the air environment which will cause irritation in eyes, nose and throat, difficulty breathing and nausea.
Minor - Proper maintenance of vehicles shall be done periodically to ensure no leakage from the vehicles
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Transportation (Staff, Patients, transportation & chemical transportation)
Road congestion & Breakage of roads
- Dust generation will be high if the movement of vehicles is done on breaker roads. Increased dust emission may cause respiratory problems to nearby Population.
Minor - Vehicular transportation will be done shift wise in order to reduce the stress on the roads.
Dust emission - Increased dust emission may cause respiratory problems to nearby Population.
Minor - Proper maitainace and cleaning of vehcles and tyres shall be done in order to reduce dust generation.
Operation of machinery & equipment (DG Set, STP, , Pumps & Equipment)
Air Emission
-For staff and resident, emissions like VOCs from use of medical equipment can cause irritation in eyes, nose and throat, difficulty breathing and nausea. Long term exposure can damage the central nervous system as well as other organs. - however only source will be DG sets of capacity 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA. will be installed for emergency use during power failure. Pollutants emitted from stack will increase the Ground Level Concentration of pollutants which will affect the respiratory health of people in nearby area and in hospital
Major
-Proper stack of 6 m above the roof level has been provided in order to minimize the GLC for existing DG sets of capacity 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA. and stack of 6 m above the roof level KVA -Low Sulphur fuel is used to run these D.G. Sets -394 no. of trees are already planted in the complex and 206 no. of trees shall be planted.
4.2.4 WATER ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
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Operational &
daily activity of
staff & residents
Generation of
Solid Waste,
If not properly disposed off, then it can
deteriorate the surface water quality of
nearby water body.
Minor
- All solid waste from the proposed project
shall be properly collected, stored and
disposed. Bio-Degradable waste shall be
converted into compost in proposed OWC
within the premises. Recyclable Waste &
plastic waste shall be given to Authorized
Recycler.
Operational
hospital &
Working & daily
activity of staff,
residents
Water
requirement &
waste water
generation
from Flushing,
Domestic,
Kitchen &
storm water
management
- The abstraction of groundwater is not
proposed for project, hence there will be no
impact on Ground water.
- Disposal of untreated waste water may
deteriorate water quality of surface & ground
water by increase in the no. of pathogens,
BOD, COD, TSS etc in surface/ground and
thereby affecting the aquatic life and making
water unfit for consumption.
Major
- No ground water abstraction shall be done.
However, 11 no. of RWH pits shall be provided
out of which 5 no. of pits are already present
for the existing facility for recharge of ground
water.
-Fresh water shall be supplied by HUDA
Supply and water tankers if necessary.
Treated water shall be used for flushing,
gardening, DG cooling. purposes.
- Total water consumption shall be 443 KLD.
Wastewater generation shall be 355 KLD,
which shall be treated in 400 KLD Sewage
Treatment Plant. 185 KLD of treated water
shall be reused for flushing, gardening, DG
cooling
Operational
hospital &
Working & daily
activity of staff,
& resident
Generation of
effluent May cause nuisance if not properly managed Major STP shall be provided to treat the effluent.
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4.2.5 NOISE ENVIRONMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Transportation (Staff, Patients, transportation & chemical transportation)
Road congestion & Breakage of roads
-due to road congestion people will blow horn which may lead to problems like sleep interference, headache - There will not be much impact due to vibration due to movement of vehicles on project
Minor
- In the complex two-way traffic movement will be provided also designated place shall be allocated for parking which will not result in any congestion on internal roads. -No honking zone shall be provided in and nearby area
Noise generation
-due to vehicular transportation high level of noise may cause physiological & phycological effects on people like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of patients and elderly people. - There will not be much impact due to vibration on project
Major
-In the complex two-way traffic movement will be provided which will lead to smooth traffic movement and hence, less noise will be generated. -Maintainace of vehicles should be done on regular basis - Vehicles should be regularly checked for silencer of vehicles - No honking zone should be provided in and nearby hospital area --Trees shall be planted along the periphery and avenue roads.
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Operation of machinery & equipment in Hospital (DG Set, , STP, Pumps )
noise generation
-due to running of hospital equipment and DG sets, high level of noise may cause physiological & phycological effects on people like annoyance, problems like sleep interference, headache, Auditory impact, increase in heartbeat of patients and elderly people. - Running of DG sets will cause vibration generation in immediate surrounding of DG set area - Vibration due to equipment like agitators etc. used in Hospital may cause nuisance to operator
Major
- DG sets of capacity 1 x 1500 KVA, 2 x 1250 kVA, 1 x 1000 kVA, 2 x 750 kVA & 2 x 250 KVA shall be only sources of noise pollution which will be bought acoustically enclosed meeting the norms prescribed by CPCB and shall be kept in acoustically treated room. Also DG sets shall be mounted on Vibration pads and shall also be provided with vibration isolator -Proper plantation area for the project will be approx. 12762.22 sq. m (30% of plot area) area shall be done all along the roads & periphery to reduce noise. -Medical equipment shall be properly lubricated and shall be equipped with vibration isolator - Silencers of Pumps shall be regularly checked - Agitators of STP shall be regularly lubricated and greased to check noise pollution -Provision of protective devices like ear muff/plugs to the workers will be done.
4.2.6 IMPACT ON ECOLOGY AND BIODIVERSITY
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Transportation (Staff, Resident)
Vehicular emission - Vehicular emission like NO2, NO etc. can inhibit the growth of plants and pre-mature leaves senescence.
Minor - Vehicles used in transportation of construction material will have PUC certificate.
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Transportation (Staff, transportation & chemical transportation)
Dust emission
-Increased PM Level will result deposition of dust on leaves which may cause decrease in Transpiration rate of flora -Increased dust emission can lead to climate change which eventually will result in decrease in plant/tree cover
Minor - Water sprinkling was done to reduce the dust generation
Noise generation
-Increased noise due to vehicular transportation will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-Vehicular movement for transportation of raw material will be carried out only in day-time and will try to avoid unnecessary honking with the help of sign boards.
Operation of machinery & equipment (DG Set, STP, & Equipment)
noise generation
-Increased noise will cause disturbance of existing avi-fauna, however, avifauna is not restricted to one place for a long time, thus it will not result in their displacement.
Minor
-all the construction activities will be carried out during the daytime. No activity will be done during night time. - Acoustically enclosed DG sets will be provided along with vibration pads. - All the machinery used will be provided with vibration isolators in accordance to their vibration generation
4.2.7 TRAFFIC MANAGEMENT
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Transport of vehicles & cars
Congestion on road Heavy vehicle movement will lead to congestion in traffic and difficulty in driving
Major Separate Entry/exit gates for transportation of cars.
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4.2.8 SOCIO-ECONOMIC CONDITION
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
Operational hospital & Working & daily activity of staff, residents
Generation of Solid Waste and influx of visitors
-There may occur foul smell which will cause nuisance in staff and residents There will be influx of variety of population and staff
Major
- All solid waste from the proposed project shall be properly collected, stored and disposed. Bio-Degradable waste shall be converted into compost in proposed OWC within the premises. Recyclable Waste & plastic waste shall be given to Authorized Recycler. Staff and residents will be properly executing their duties
4.2.9 HYDROLOGY AND GEOLOGY
Activity Aspect Impact Major/ Minor/
Negligible Mitigation
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Operational hospital & Working & daily activity of staff, residents Generation of Solid Waste
-Infiltration of silt and sand may occur with improper storm water harvesting -Disposal of untreated waste water may deteriorate water quality of ground water by increase in The no. of pathogens, BOD, COD, TSS etc in ground water and thereby affecting and making water unfit for consumption
Minor
- Total 11 no. of RWH pits shall be provided. -waste water generated shall be treated in STP. The treated water generation from STP will be 320 KLD out of which 185 KLD shall be reused for domestic, flushing, Gardening, excess 135 KLD shall be discharged in public sewer.
Operational hospital & Working & daily activity of staff, residents
Water requirement & waste water generation from Flushing, Domestic, Kitchen
-Infiltration of silt and sand may occur with improper storm water harvesting -Disposal of untreated waste water may deteriorate water quality of ground water by increase in The no. of pathogens, BOD, COD, TSS etc in ground water and thereby affecting and making water unfit for consumption
Minor
Total 11 no. of RWH pits shall be provided. -waste water generated shall be treated in STP. The treated water generation from STP will be 320 KLD out of which 185 KLD shall be reused for domestic, flushing, Gardening, excess
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135 KLD shall be discharged in public sewer.
Transportation (Staff, transportation & chemical transportation) Diesel/petrol leakage
Due to oil spillage the chances of contamination of surface water as well as ground water increases
Minor
Measures will be taken to avoid spillage of oil, waste oil will be given to authorised vendor.
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Chapter 5: ANALYSIS OF ALTERNATIVES (TECHNOLOGY & SITE)
Consideration of alternative technologies to be used in building material, energy conservation and
transportation methods are addressed in this chapter.
BUILDING MATERIAL
The Building material used in comparison to the conventional material is mentioned below:
Conventional material Alternative material used Remark
Fe 415 FE 500 - Steel (SAIL & TATA) Higher tensile strength
Conventional Bricks AAC Block Eco friendly
Ordinary Portland cement Portland Pozzolana Cement with flyash
Higher degree of fineness, strength and ecofriendly
Cementitious Waterproofing Waterproofing Membrane Thinner memberane with higher resistance
Cement concrete Ready Mix Concrete (RMC) Better Building Structure
ENERGY CONSERVATION MEASURES
The Energy Conservation Measures used in comparison to the conventional measures is mentioned
below:
Conventional Measures Alternative Measures used
Use of T5 lamps & Halogen lamps Use of energy efficient devices like light sources such as LED lamps.
Fiberglass material for insulation Use of insulation Polystyrene (Styrofoam) on roof top to reduce air-conditioning load
Conventional Power factor & capacitors Use of capacitors at load centres to improve voltage and power factor to reduce distributional losses and also to avoid penalty by state electricity authority.
Conventional DC motors All high efficiency motors will be used in the complex.
No solar energy harnessing 1% solar power provision of connected load shall be provided.
Conventional building Design Air tunnels in the design to provide proper cross- ventilation for reducing power consumption.
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Energy Quantification:
Sr. No. Description Demand Load ( KW) % Saving Load Saving (KW)
1
Uses of energy efficient lifts (VVVF Non-Gear Lifts) - For Non-Gear Lifts- 9 KW each & for Gear Lift-11 KW each- Total Lift 23
For Non Gear Lift- 207 KW For Gear Lift-253 KW
22.20% 46 KW
2 Providing LED lamps instead of fluorescent lamp for common area lighting and basement
With LED-81 KW With fluorescent lamp- 189 KW
57% 108 KW
3
Providing dust to down relay for street lighting for automatic switching off depending upon sun-light
Without Time Switch - 48 KW With time Switch - 30.36 KW
36% 17.64 KW
4 Parking ventilation ( Energy efficient motors for ventilation system)
80 KW 6% 10.8 KW
5 Solar Panel 40 KW 40 KW
WATER CONSERVATION MEASURES
• Cisterns of 3-5 Lt. capacity, use of ultra-low flush toilets, low-flow showerheads of discharge
5 L/min in place of 11 L/min.
• Install retrofit devices on faucets to reduce flow.
• Install water displacement devices in toilet tanks to reduce flow.
• Water conservation fixtures
• Provision of dual plumbing to use STP Treated water.
• Storage and reuse of Storm water.
ROAD CONSTRUCTION MATERIAL
Asphalt concrete pavement roads will be provided instead of traditional concrete material which
will provide higher strength and thus longer durability to the roads. Apart from this following
recyclable material will be used for construction of the internal roads: -
1. Cement jute bags, plastic bags etc will be used in roads.
2. Construction debris like concrete will be recycled and ail be used in parking area.
3. Sub stratum removed during foundation & excavation will be used for filling of plot and making
pathways.
4. Waste from AAC block will be used for pavements and parking area.
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5. Cut tiles & chips will be used in creating pathways in the landscape area & rest will be sent to the
construction & demolition facility.
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Chapter 6: ENVIRONMENT MONITORING PLAN
An Environment Monitoring Plan is prepared for construction as well as the operation phase. It
provides a delivery mechanism to address the adverse environmental impacts of a project during
its execution, to enhance project benefits, and to introduce standards of good practice to be
adopted for all project works. An environmental monitoring program is important as it provides
useful information and helps to:
• Assist in detecting the development of any unwanted environmental situation, and thus,
provides opportunities for adopting appropriate control measures, and
• Define the responsibilities of the project proponents, contractors and environmental
monitors and provides means of effectively communicating environmental issues among
them.
• Define monitoring mechanism and identify monitoring parameters.
• Evaluate the performance and effectiveness of mitigation measures proposed in the
Environment Management Plan (EMP) and suggest improvements in management plan, if
required,
• Identify training requirement at various levels.
DETAILS OF MONITORING TO JUDGE EFFECTIVENESS OF MEASURES
To check the efficiency of system with proposed modifications a regular monitoring programme has
been drawn. The program has been outlined for construction and operation phase. The details of
which are given below:
6.1.1 During Construction phase:
Sr. No.
Type of Monitoring Frequency of Monitoring
Parameter Location
1. Ambient Air Quality Six Monthly
Particulate Matter (PM 2.5) Particulate Matter (PM 10)
Sulphur Dioxide (SO2) Nitrogen Oxides (NOx)
Six Locations in and around the project
site
2. Water Quality
Monitoring for drinking water
Six Monthly All parameters mentioned in
IS:10500 One drinking water
sample
3. Noise Level Monitoring Six Monthly Day and Night noise level Seven Locations in
and around the project site
4. Soil Quality Monitoring Six Monthly All parameters to check soil
Fertility
Seven Locations in and around the
project site
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5.
Monitoring of waste generation and other
pollution control aspects
Six Monthly _ _
Table -11; Environmental monitoring programme (construction phase)
Lumpsum cost for Environment Monitoring Program for Construction will be Rs. 1,98,200
During operation Phase:
Sr. No. Type of Monitoring Frequency
of Monitoring
Parameter Location
1 Ambient Air Quality Annually
Particulate Matter (PM 2.5), Particulate Matter (PM 10),
Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Four Locations in and around the project site
2 Stack Monitoring Annually Particulate Matter, Sulphur
Dioxide (SO2), Nitrogen Oxides (NOx)
All DG sets installed for backup purposes
3 Water Quality Monitoring for drinking water
Annually All parameters mentioned in
IS:10500 One drinking water sample
4 Sewage Treatment Plant Monitoring
Annually BOD, COD, TSS, Oil and
Grease and pH Inlet and Outlet of STP
5 Ambient Noise
Level Monitoring Annually Day and Night noise level Two locations
6 DG Set Room Noise
Monitoring Annually
Inside and Outside of DG Set Enclosure
One Locations
7 Soil Quality Monitoring
Annually All parameters to check soil
Fertility Four Locations in and around
the project site
8
Monitoring of Waste Generation
and other pollution control aspects
Annually _ _
Lumpsum cost for Environment Monitoring Program for Construction will be Rs. 2,22,000
SUBMISSION OF SIX-MONTHLY COMPLIANCES
As per the standard environment clearance conditions, six monthly compliances of the conditions
mentioned in the EC letter has to be submitted to various concerned officials of MOEF , SPCB and
Regional office of CPCB. These compliances have to be submitted in the months of June and
December for the periods April to September and October to March respectively every year for
construction phase till the construction is completed and operation phase for the life of the project.
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ENVIRONMENT AUDIT
Annual Environment Audit has to be conducted to check the compliance of environmental
conditions. The report shall be submitted to MoEF&CC R.O. and regional Pollution Control Board.
ENERGY AUDIT
Annual Environment Audit has to be conducted to check the compliance of environmental
conditions. The report shall be submitted to MoEF&CC R.O. and regional Pollution Control Board.
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Chapter 7: ADDITIONAL STUDIES
As the project is expansion of existing hospital Group Housing Project “Spaze Privy AT4” there are
various studies considered which directly or indirectly affects the construction and operation stage
of the project. The studies assessed for the following additional Details Includes
• Risk Assessment
• Geo Technical Investigation
• Traffic Study
• Public Consultation – Not Applicable
Risk Assessment
Risk is a potential that a chosen action or activity will lead to a loss of human or property. However,
Hazard is a situation that poses a level of threat to life health or environment.
Risk assessment is a term used to describe the overall process or method where you:
Identify hazards and risk factors that have the potential to cause harm.
Analyse and evaluate the risk associated with that hazard.
Determine appropriate ways to eliminate the hazard, or control the risk when the hazard cannot be
eliminated.
A risk assessment is a thorough look at your workplace to identify those things, situations,
processes, etc. that may cause harm, particularly to people. After identification is made, you analyse
and evaluate how likely and severe the risk is. When this determination is made, you can next,
decide what measures should be in place to effectively eliminate or control the harm from
happening.
Risk assessment involves the following:
• Hazard Identification
• Vulnerability Analysis
• Risk Analysis
• Emergency Preparedness Plan
7.1.1 VULNERABILITY & HAZAN ANALYSIS DURING CONSTRUCTION & OPERATION PHASE
Table 7.1 The project is Hospital Complex and there may be following types of Risk categories:
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Risk Categories Domain
Operational / Clinical Risks related to the conduct of the business operation that results from
inadequate or failed internal processes, people, or systems (medical
malpractice) that affect patient safety
Financial / Business Continuity
Risks such as capital structure, credit and interest rate fluctuations,
foreign exchange and accounts receivables. These are risks that affect
the profitability, cash position, access to capital, or external financial
ratings through business relationships or the timing and recognition of
revenue and expenses
Strategic / Reputation Brand, reputation and advertising risks, and risks associated with
business strategy. Failure to adapt to changing environment, changing
customer priorities, competitive risk, clinical research
Legal / Regulatory Incorporates risks arising out of product liability, management liability,
failure to comply with statutes, standards, rules and regulations, and
issues related to intellectual property.
Technological / Projects
An area of tremendous growth in health care including risk associated
with the adoption of new systems and processes, (e.g., Biometric entry,
bar coding, medical record (MR), modeling, medical monitoring etc..
Natural Disaster / Hazard
Risks attributable to physical loss of assets or a reduction in their value,
including risk arising from earthquakes, floods, fires, etc. Traditionally
insurable risk related to natural hazards and business interruption.
Man made Disaster / Hazard
Risk attributing to physical/capital loss of the project.
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Table 7.2 Vulnerability Analysis
S.No. Activity Aspect Hazard Analysis Severity
(1-5) Likelihood
(1-5)
Severity x Likelihood (1-25) (Hazards scoring
1-9 are less serious hazards & 9-25 are
very serious hazards & require risk assessment)
Mitigation
1 Operational
/ Clinical
Fire/Electrical Hazarad due to
spark or carelessness
Injury or illness to the occupants
4 2 8
All the necessary precautions & safety measures will be provided. Details of the
same is given in section 7.2
Leakage during transporation of
eflluent from conveyance
system pipeline
Contamination to Soil, Surface water
or ground water 3 2 6
The maintainance of the pipeline will be done periodically and proper checking at
time intervals will be provided.
Failure in operation of
Clinical/Technical instrument
Loss of property/Capital
3 2 6
Best quality instruments/machineries are already in use and same will be used in
future. Proper care and timely maintainace will be
provided to prevent the same.
2
Financial / Business
Continuity
Risks such as capital structure,
credit and interest rate fluctuations
Services/Operation may be affected
3 2 6
The Spaze Towers. Is well settled and trusted brand across the health industry
hence, all the financial operations are transparent and there is minimum financial
risk to the shareholders.
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3 Strategic / Reputation
Brand, reputation and
advertising risks, and risks
associated with business strategy
Affect the Brand & Recognition
4 1 4
The proposed project is a part of the spaze towers pvt. ltd. Which is commited to
deliver the excellence services and results hence, chances of any risk to brand is
minimum.however, we will ensure timely and excellence services in the future to
maintain the same.
4 Legal /
Regulatory
Risks arising out of product
liability, management
liability, failure to comply
Affects the operation of Hospital & Finances
2 2 4
All necessary measures to prevent any legal dispute will be taken.
All the working mechanism of the hospital & management will be transparent to ensure
the same.
5 Technological
/ Projects
Risk for technological limitations &
Systems/machins malfunctioning
Affects the Reliability and
brand of the hotel 3 2 6
The technology advancements is always adopted to cope up with the requirement of
the ever changing industry
6 Natural
Disaster / Hazard
Risks attributable including risk arising from earthquakes,
floods, fires, etc
Affects the capital/property
3 3 9
All necessary precaution and safety measures have been provided and same will
be done in future. Details of the same is given in section 7.2
7 Human
Activities
Risk attricutes from
communicable disease, theft,
terrorism, violence etc.
Affects the occupants directly
or indirectly 3 2 6
All necessary precaution and safety measures have been provided and same will
be done in future. Details of the same is given in section 7.2
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Table 7.3 Scope of Vulnerability during construction/operation for Natural & Man-made Hazard
Table 7-1; Vulnerable Analysis
SAFETY ACTION PLAN
A safety plan mainly constituting the following shall be implemented during construction & Operation
Phases:
Risk analysis provides severity of harm from particular type of hazard.
7.2.1 ONSITE EMERGENCY PLAN
An onsite emergency is caused by an accident or hazard that takes place within the complex and the
effects are confined to the complex only.
The onsite emergency plan consists of following key elements:
➢ Health Hazards for construction activities
➢ Planning as per hazard analysis
➢ Preventive measures
➢ Emergency response procedure
➢ Recovery procedure
7.2.1.1 Measures to be undertaken for during construction phase
• Safety mats would be provided at appropriate level and various shafts/ openings would be
covered to prevent falls, slips, trips etc.
• Necessary safety belts, helmets and eye-masks as required would be enforced at site.
• Adequate guardrails shall be provided to the staircases and common areas.
• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent
drowning accidents.
• Adequate protection/ fence would be provided around the excavated areas.
During Construction During Operation HAZARD IDENTIFICATION
Natural hazard
Earthquake For blocks which are under construction For all blocks
Flood For immediate areas of construction For complete complex
Man-made hazard
Fire & explosion For all areas working area For complete complex
Electrical For all areas working area For complete complex
Mechanical Cranes & Machineries Elevator & DG set room
Radiation Within the Complex Within the Complex
Thermal Within the Complex Within the Complex
Chemical Storage area Storage of Chemical
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• The machinery and the equipment would be regularly tested and maintained with the specific
emphasis against accidents failures.
• The deployed Safety officers would ensure that the personnel/ labour are kept at a safe
distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/
noise.
• Moving parts of various parts of machineries/equipment shall be properly guarded.
• Required fire extinguishers would be maintained at the construction site.
• Arrangements for clean drinking water would be made.
• Rest rooms and first aid facilities would be made available for the workers
7.2.1.2 Action Plan
1. Mapping of hazard vulnerable area has been done in consultation with staff.
2. There has been Disaster Management Cell in place
3. The disaster management cell has following members to share the responsibility
I. Site Controller (Administrator)
II. Incident Controller (Asstt. Administrator)
III. Personal Manager
IV. Communication Officer
V. Fire Officer
VI. Security Officer
VII. Engineering In-charge
VIII. Fire pump attendant
IX. First Aid Team
7.2.1.3 Preventive Measures
A. Earthquake:
The project is situated in Seismic zone-IV area. Special attention was given to the structural
design of foundation, elements of masonry, timber, plain concrete, reinforced concrete, pre-
stressed concrete, and structural steel.
All applicable guidelines are followed in this regard to ensure safety of the building and its
staff. Structural designing has been done as per National Building Code 2005.
• Following Codes and Standards have been followed for earthquake resistant building: -
• IS 1893:1984 Criteria for Earthquake Resistant Design of Structures
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• IS 1893(Part 1):2002 `Criteria for Earthquake Resistant Design of Structures: Part 1 General
provisions and Buildings’
• IS 4326:1993 Earthquake Resistant Design and Construction of Buildings - Code of Practice
• IS 13827:1993 Improving Earthquake Resistance of Earthen Buildings – Guidelines
• IS 13828:1993 Improving Earthquake Resistance of Low Strength Masonry Buildings –
Guidelines
• IS 13920:1993 Ductile Detailing of Reinforced Concrete Structures Subjected to Seismic Forces
– Code of Practice
• IS 13935:1993 Repair and Seismic Strengthening of Buildings – Guidelines
• IS 4991:1968 Criteria for Blast Resistant Design of Structures for Explosions Above Ground
• IS 6922:1973 Criteria for Safety and Design of Structures Subject to Underground Blasts
B. Flooding:
• Proper designing of drainage system for domestic as well as storm water.
• Rain water harvesting pits have provision of storage for 15 min during peak (45mm/hr) rainfall.
• Excess water is disposed off to sewer of the area as per discharge standards.
C. Fire:
Fire safety measures have been taken as per NBC Code. The fire-fighting system shall be
designed as per requirements of NFPA & as per NBC - 2016.
In case of fire, fire extinguisher will be used. Fire extinguishers are put at the entrance of
storage rooms. The Fire Extinguisher (FOG) System shall be provided as per fire safety plan.
The phone number of nearest fire service stations shall be displayed at various points and also
near the fire extinguishers.
The group housing project will be provided with fire protection arrangements such as Manual
call points, Underground water storage tank, Overhead storage tank, Portable appliances, Exit
signs, D. G. Set, P. A. System, staircase etc. from fire safety point view.
(i) Proposed Fire Safety Measures
– Fire Protection system shall be designed as per requirements of NFPA & National
Building Code – 2016
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– Fire hydrant risers connected to the hydrant system with Hydrant landing valves
with fire hose cabinet consisting of swinging hose reel, fire man’s axe, 63mm dia
canvas hose and nozzles.
– Externally fire hydrants will be located.
– Fire-fighting pumps of following capacity will be provided,
– Main Fire pumps for Hydrant System will be located.
– Main Fire pumps for sprinkler System will be located.
– Stand by pumps for Hydrant System will be located.
– Stand by pumps for Sprinkler System will be located.
– Jockey pumps will be provided.
– Booster pumps will be provided.
– Overhead & underground water tanks shall be provided for firefighting system.
– Automatic Fire Hydrant system as per NFPA – 14 shall be provided.
– Automatic Sprinkler system as per NFPA – 13 shall be provided.
– Automatic Fire Detection and Alarm System with Voice Evacuation system & PA
system as per NFPA – 72 shall be provided.
– Kitchen Hoods Fire Suppression system shall be provided.
– Portable Fire Extinguishers as per NFPA – 10 shall be provided.
– Gas Based Fire Protection System for Electrical Panels as per NFPA – 12 shall be
provided.
– Gas Based Fire Protection System for IT Rooms as per NFPA – 2001 shall be
provided.
– Refuge areas shall be provided as per NBC 2005 norms
Note: The capacities of underground fire water storage tank calculated for 1-hour capacity of pumping
sets. However, this needs to be confirmed as per the local chief fire officer’s requirement.
Following Fire-fighting codes and standards shall be followed in the Group housing:
LIST OF APPLICABLE STANDARDS FOR FIRE ALARM SYSTEM
(1) IS: 2189 - 1962 Code of Practice for Automatic Fire Alarm System.
(2) IS: 2195 - 1962 Specifications for Heat Sensitive Fire Detectors.
(3) IS: 732 - 1973 Code of practice for Electrical Wiring installation
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(4) UL 168 Under writer’s laboratory specifications for smoke detectors.
D. Electrical:
(i) Planning Stage:
Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.
The following safety measurement shall be considered
Earthing system
• The earthing system is based on the Indian TNS system. The earthing conductors proposed
to be used are Copper plate for neutral and body earth.
• The design of the system follows the Indian Code of Practice IS 3043: 1987.
• ELCB in Distribution Board
• One Earth Leakage Breaker sensitivity 30 mA has been used per phase in all Distribution
Boards
In addition to that, following measures have been adopted
• There shall be colour coding and labelling of high voltage electrical wires
• Sand bags/ wire bucket shall be placed near the electrical control/panel
• Installation of electrical equipments shall be properly done like insulation, guarding and
grounding.
• Work practices and handling of the electrical equipments shall be properly managed.
• Employees and workers shall be trained for awareness of safe work practices and systems.
• Properly maintained equipments and tools shall be used.
• Service of electrical equipments shall be done under the supervision of trained personnel.
• Temporary connections made for experimental reasons shall be safe and properly
insulated.
• Live electrical terminals shall be shielded.
(ii) Operation Stage:
• Have only licensed electricians install, repair and dismantle jobsite wiring.
• Check each extension cord before use.
• Do a thorough check for electrical wiring before cutting through any wall, floor or ceiling.
• Inspect power equipments on a regular basis.
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• Check insulated tools for damage before each use.
• Never modify electrical plugs.
• Keep extension cords in a safe place where they won’t be stepped on or driven over.
• Ensure that all electrical components stay dry.
• Use the right extension cord for the job.
1. Electric Hazards & Safety Measures
Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC shall be complied.
The Contractors shall, at their own expense, arrange for safety provisions as per safety codes
of Indian Standards Institution, Indian Electricity Act 1956 and such other Rules, Regulations
and Laws as may be applicable and as indicated below, in respect of all labour, directly or
indirectly employed in the work for performance of the Contractors’ part of this agreement.
The following safety measurements are considered:
➢ No inflammable materials shall be stored in places other than the rooms specially
constructed for this purposes in accordance with the provisions of Indian Explosives
Act.
➢ Protective and safety equipment such as rubber gauntlets or gloves, earthing rods, line
men’s belt, portable artificial respiration apparatus etc. should be provided in easily
identifiable locations.
➢ Necessary number of caution board such as “Man on Line, Don’t switch on” should be
readily available in easily identifiable locations.
➢ Standard first aid boxes containing materials as prescribed by the St. John Ambulance
Brigade or Indian Red Cross should be provided in easily identifiable locations and
should be readily available. Periodical examination of the first aid facilities and
protective and safety equipment provided has been undertaken.
➢ Charts (one in English and one in regional language) displaying methods of living
artificial respiration to a recipient of electrical shock was prominently displayed at
appropriate places.
➢ A chart containing the names, addresses and telephone numbers of nearest authorized
medical practitioners, hospitals, Fire Brigade and also of the officers in charge was
displayed prominently along with the First Aid Box.
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➢ Steps to train supervisory and authorized persons of the Engineering staff in the First
Aid Practices, including various methods of artificial respiration with the help of local
authorities such as Fire Brigade, St. John’s Ambulance Brigade, Indian Red Cross or
other recognized institutions equipped to impart such training was taken, as prompt
rendering of artificial respiration can save life at time of electric shock.
➢ No work shall be undertaken on live installations, or on installations which could be
energized unless one another person is present to immediately isolate the electric
supply in case of any accident and to render first aid, if necessary.
➢ No work on live L.T. busbar or pedestal switchboards should be handled by a person
below the rank of a Wireman and such a work should preferably be done in the
presence of the Engineer-in -charge of the work. When working on or near live
installations, suitably insulated tools should be used, and special care should be taken
to see that those tools accidentally do not drop on live terminals causing shock or dead
short.
2. ELCB in Distribution Board
➢ One Earth Leakage Breaker sensitivity 30 mA shall be used per phase in all Distribution
Boards
➢ In addition to that, following measures shall be adopted
➢ There shall be colour coding and labelling of high voltage electrical wires
➢ Sand bags/ wire bucket shall be placed near the electrical control/panel
➢ Installation of electrical equipments has been properly done like insulation, guarding
and grounding.
➢ Work practices and handling of the electrical equipments shall be properly managed.
➢ Employees and workers shall be trained for awareness of safe work practices and
systems.
➢ Properly maintained equipments and tools shall be used.
➢ Service of electrical equipments shall be done under the supervision of trained
personnel.
➢ Temporary connections made for experimental reasons shall be safe and properly
insulated.
➢ Live electrical terminals shall be shielded.
3. Earthing system
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The earthing system is based on the Indian TNS system. The earthing conductors proposed
shall be used are Copper plate for neutral and body earth.
The design of the system follows the Indian Code of Practice IS 3043: 1987.
E. Chemicals:
This is a Group housing; no chemical container tanker shall be allowed inside the complex.
The chemical hazard includes the following:
– Causing fire, explosion, Release of harmful /toxic gas or particles.
– Release of harmful /toxic gas or particles.
– Splashing of hot corrosive or toxic liquid.
To prevent chemical hazard following measures shall be taken:
– Use of safer chemicals as far as possible.
– Keep material safety Data Sheet (MSOS) of all chemical.
– Storage of chemical in appropriate container (which is safer for chemical)
– Storage of chemical at defined place will have spillage control system.
– Proper environment like ventilation, temperature.
– Use of chemicals by qualified and trained personals.
– Use of personal protective equipment (PPE) during handing of chemicals.
– Use of emergency procedures in case of leakage like
a) Fire-fighting – for fire
b) Spillage treatment
c) First aid
d) Evacuation of area
For Group housing projects following chemicals shall be used:
a) Cleaning agent (acid /caustic)
b) Insecticides
c) Medicines
– Cleaning agents can be treated by water.
– Insecticides have been contained with specified space during sand & cotton and waste
was sent to TSDF.
– The spray of insecticide was done by using gas mask.
– Medicines was disposed off with proper care.
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F. Terrorism:
All the preventive measures shall be taken as given in security plan.
G. Mechanical:
Mechanical hazards are created by powered operation of equipment’s or tools.
Mechanical hazards can occur at three locations:
1) Elevators
2) DG set room, Pump & motors room.
3) Vehicular Movement
Following preventive measures shall be taken.
– Elevators shall be properly maintained with record book of maintenance.
– Periodic replacement of critical components of elevator/ machine.
– Proper training to operators of machines.
– The protective guard will be installed at fan & motors.
– There will be safe distance demarcation on heavy machines like cranes (during
construction)
– Sign of danger at the hazard places.
H. Radiation:
The radiation hazard can be of two types:
– Ionizing Radiation (nuclear radiation)
– Nonionizing radiation (non-nuclear radiation)
In the Group Housing, radiation hazard is non-ionizing.
The radiation can be prevented in following manner:
– Shielding of radiation.
– Safe distance from radiation source.
– Sign of radiation hazard at vulnerable areas.
I. Thermal:
Thermal hazards are objects or substances that transfer energy as heat.
Typical building can have following points of thermal hazard.
• Open flame
• Boiling liquid
• Hot machines/equipments
The thermal hazard can cause burn of skin; following preventive measures shall be taken:
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a) The open flame area like kitchen and mess shall be restricted.
b) D.G set room will have restricted entry.
c) Operators in the thermal hazard area shall be provided with protective gears like
gloves, goggles etc.
d) For emergency first aid room shall be maintained.
7.2.1.4 Emergency Response Procedure
Even after all the preventive measures for any emergency following infrastructure shall be
provided.
– Administrative office shall also make an Emergency Control Room.
– Assembly area shall be demarked for each type of flats
– Communication system shall be installed in the Group housing which includes intercom
etc.
– Fire alarm shall be installed at vulnerable place.
– The evacuation plan of each building shall be displayed at each floor of respective
building.
– The safe zones (at the time of emergency) on map shall be displayed at different
locations.
– First Aid facility shall be made available at Control room.
In case of emergency following action shall be taken.
1) The emergency shall be declared in case of following:
– Fire alarm buzzing (Fire hazard)
– Vibration/Earthquake feeling (Earthquake)Water logging in the complex above 30 cm
(Flood)
– Water logging in the Group Housing Complex above 30 cm (Flood)
– Any unusual smell of gas or suffocating feeling (Chemical leakage)
– Security alarm from main gate. (Security risk/Terrorism)
2) On declaration of emergency communication shall be made to working staff for any type
of emergency
3) All the residents of the affected area shall be moved to safe zone
4) The control measures shall be done as per the emergency action plan for each type of
hazard.
5) All the members of disaster management cell shall take charge of their respective duties.
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6) Outside help like fire tender, police ambulance etc. shall be called by site controller or
Incident controller.
7.2.1.5 Recovery Procedure
The recovery procedure will depend on the type of emergency. Recovery procedure shall be
followed by engineering section to restore the essential services like electricity, water,
telephone, food items.
7.2.2 OFFSITE EMERGENCY PLAN
If an accident take place in the complex and its effect are felt outside the complex, the situation thus
created is called an offsite emergency.
In this case off site emergency is not applicable.
7.2.2.1 SECURITY PLAN
An ISO 27001 and 27002, which are the international best practice information security management
standards, defining and guiding Information Security Management System (ISMS) development shall
be adopted. These will provide the necessary benchmarking for individual users to know the type of
cover and the responsibilities that are defined and provided by that institution for its guests. Most
importantly, training, to staff needs to be regularly imparted in dealing with such situations.
1. Manual Checks: At all gates the visitors and guest shall be manually checked and asked for
ID’s.
2. CCTV: At all important location with a remote viewing facility and record back up. With highest
resolution and picture quality. DVR being the back bone, its recording and replaying
capabilities must be considered.
3. Checks at Entrances: All car entering will be checked thoroughly inclusive of Bonnets, Luggage
Hold with hand held, metal detectors, mirrors and other checking stuffs.
4. Central Control Room: This will control the security system from inside.
5. Communication Systems: Proper communication system to security staff shall help them to
coordinate better during emergencies.
7.2.2.2 Training and Security Drills (including Surveillance System)
Disaster planning is the responsibility of all sections of the community. The police, fire brigade, civil
Défense, Home Guards, press, clergy, industrial groups, and community groups must participate in
the pre-disaster planning. The community as a whole has the responsibility to teach first aid to groups
in the community that could be utilized in disaster situations. The disaster may involve the normal
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communication network itself. Therefore, two-way radio systems and messenger systems must be
included as backups in the event of a communication-system failure.
Proper training, security drill and evacuation drill shall be conducted in a defined time period, so as
to train the management people, security personnel’s, senior staff and all other working staff in the
society to take control of all odds what so ever come in the way. These trainings shall be conducted
for use of weapons and Arms by some trained agencies for the said trainings. The training shall be
done periodically.
a) Preparation of Standard Operating Procedures
A standard operating procedure manual shall be prepared, followed and maintained for all the
eventualities due to attack by armed intruders.
b) Emergency Response Team
The disaster management cell shall act as an emergency response team shall be formed in the
complex which will comprise of persons from Internal Control room personnel, security staff,
trainers, Police Control, Army official, Nearest Hospital Management, Fire officer to take
control of any eventuality if comes in the complex.
EVACUATION PLAN
Standard operating procedures will be formulated and maintained for all eventualities due to attack
by armed intruders.
Disaster planning is the responsibility of all sections of the community. The police, fire brigade, civil
defence, Home Guards, press, clergy, industrial groups, and community groups must participate in
the pre-disaster planning.
Evacuation plan includes the evacuation due to
▪ fire hazard
▪ Armed Intrusion
▪ Flood
▪ Earthquake
During any of the above-mentioned hazards, the evacuation will be as follows:
INFORM CONTROL ROOM
INFORM CONCERNED AGENCY
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SUGGEST EVACUATION PLAN
SHIFTING STAFF TO INTERNAL SAFE AREA
FIRST AID
TRANSPORT INJURED TO NEAREST HOSPITAL
TRANSPORT PEOPLE TO SAFE PLACE
CALL NECESSARY HELP
Emergency Response Team
The disaster management cell shall act as an emergency response team shall be formed in the
complex which will comprise of persons from Internal Control room personnel, security staff, trainers,
Police Control, Army official, Nearest Hospital Management, Fire officer to take control of any
eventuality if comes in the complex. The nearest hospitals in the area are Ravi hospital, SRS hospital,
& Rock land hospital.
Fig; 7-1 Disaster Management Cell
Safety In-charge
Fire & Safety Officer Security In-charge First Aid In-charge
Primary First Aid Person
Communication Hospital
Guards Fire Supervisor
Fire Trained Personnel
Security Guard
Communication Office
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OCCUPATIONAL HEALTH & SAFETY
A safety plan mainly constituting the following shall be implemented during construction & Operation:
During construction Phase During Operation Phase
• Safety mats would be provided at appropriate level and various shafts/ openings would be covered to prevent falls, slips, trips etc.
• Necessary safety belts, helmets and eye-masks as required would be enforced at site
• Adequate guardrails shall be provided to the staircases and common areas.
• Adequate guardrails/ fences shall be provided around the water storage spaces to prevent drowning accidents.
• Adequate protection/ fence would be provided around the excavated areas
• The machinery and the equipment would be regularly tested and maintained with the specific emphasis against accidents failures
• The deployed Safety officers would ensure that the personnel/ labour are kept at a safe distance from working machinery to avoid accidents/ injuries due to toxic gases/ chemical/ noise.
• Moving parts of various parts of machineries/ equipment shall be properly guarded
• Required fire extinguishers would be maintained at the construction site.
• Arrangements for clean drinking water would be made.
• Rest rooms and first aid facilities would be made available for the workers
• Fire Protection system has been designed as per requirements of NFPA & National Building Code – 2016
• The project is located in Seismic Zone III; structural designing will be done as per best structural engineering practices complying with all the applicable codes / standards.
• Proper designing of drainage system for domestic as well as storm water have been provided which will be maintained in future construction also.
• Rain water harvesting pits will have provision of storage for 15 minutes peak rainfall.
• Fire Protection system has been designed as per requirements of NFPA & National Building Code – 2016
• Proper Fire evacuation system have been provided which will be maintained in future construction also.
• Safety parameters as indicated under Indian Electricity Rules 1956 and ECBC-2016 have been provided which will be maintained in future construction also.
• Periodic replacement of critical components of elevator/ machines.
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DAMAGE ASSESSMENT REPORT & REMEDIATION PLAN
7.5.1 METHODOLOGY OF ASSESSMENT
As per notification vide S.O. 804(E) dated 14.03.2017 it has been notified that the violation cases/non-
Compliance will involve the assessment of ecological damage, remediation plan and natural and
community resource augmentation plan.
We have collected and analysed the data, for assessment of ecological damage, preparation of
remediation plan and natural and community resource augmentation plan and following
methodology will be adopted.
The overall impact on air, water, noise, soil and land environment will be assessed. In addition, it will
be weighed against the positive impact created on the socioeconomic scenario. To estimate the
impact produced, a framework has been designed as given ahead:
• The place of activity is permissible for the purpose (like it should not fall in eco-sensitive
zones etc.)
• Environmental Sensitivity to be clearly defined
• Status of work done till date
• Status of activities (in quantitative terms) undertaken during violation period and extent of
damage
7.5.2 CRITERIA OF ASSESSMENT
o Negative impact indicates increase pollution load, vibration and public inconveniences
o Positive impact in terms of increased income due to employment, or other ancillary
activities. Also benefits generated due to activities undertaken under corporate social
responsibility
• Criteria to be used to assess the impact due to the construction (as per the table below):
• Table 2: Criteria to assess the impact due to construction
Score Rating
4 Major
3 Moderate
2 Minor
1 Negligible
0 None
-1 Negligible
-2 Minor
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-3 Moderate
-4 Major
Table 3: Matrix for Assessment of Damage Scale
Particulars Score Range
Extremely Damaging -61 to-80
Damaging -41 to-60
Minutely damaging -21 to-40
Not damaging significantly <-20
Table 4: Matrix for Scoring as per Construction status
Criteria for Scoring
Particular Status of Construction as of now
1 to 20% 21 to 40% 41 to 60% 61 to 80% 81% to 100%
Impact Score 1 2 3 4 5
7.5.3 Objectives of Remediation Plan
o To suggest control measures for preventing deterioration of air quality along with
approximate cost
o To suggest control measures for preventing deterioration of noise quality along
with approximate cost
o To suggest control measures for preventing deterioration of water quality along
with approximate cost
o Remediation plan of loss of top soil, loss of vegetation including trees and their
approximate cost
o To suggest control measures for keeping community safe from adverse effects of
activity approximate cost
o Plan and suggest Development of shelter of green belt to improve environment
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7.5.4 Natural and Community Resource Augmentation Plan will include:
Augmentation plan will include various activities to be taken for augmentation of Natural
Resources like water, land vegetative cover in a time bound manner and estimation of
financial implication.
o Activities to be taken for augmentation of community resources. The key
community resources include —
o It can be a physical structure or place -- a school, hospital, library, recreation
center. It might also be an unused building that could house a community center,
a community owned forest, a park, a pond, or other pasture and open space
belonging to community.
o It can be a community service that makes life better for majority of community
members - public transportation, early childhood education center, community
recycling facilities, cultural organization.
o It can be an activity that provides jobs and supports the local economy.
The score calculated based on the above criteria along with the conditions given in TOR will be used
for damage assessment for estimation of the penal amount to be provided against creating impact
under violation.
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7.5.5 DAMAGE ASSESSMENT AND REMEDIATION MEASURES
For assessment of damage to environment following Environmental aspects has been
identified: -
1. Air Environment
2. Water Environment
3. Soil Environment
4. Waste management
5. Noise Environment
6. Ecological Environment
7. Community welfare
8. Use of Natural resources
9. Topography and Natural drainage
10. Local Issues
11. Environmental accidents
12. Geological changes
13. Hydrological changes
14. Traffic planning
To assess these environmental parameters team has been deputed to assess preliminary
assessment of damage to environment. Based on site inspection and the documentary evidences
the environmental aspects vs activity has been filled.
7.5.5.1 Environmental Damage Assessed and its Remediation
The Construction has been done by the contractor M/s Krishna Conquest Construction (P) Ltd. The
Damage Assessment and Remediation of environmental parameters along with Cost basis is explained
in the table No. 4
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Table 5: Damage assessment and Remediation of Environmental components
Environmental component
Activities Damage Remediation
Air Environment
Transportation of construction material. The transportation of material was done using 4- 5 trucks & tractor daily (average), approx. 12000 no. of trucks, 13800 RMC trucks 3JCB,1 crane, 4 loader and 2 excavator(long body).
Air emission from vehicular exhausts and handling of construction material
Plantation of trees around the project periphery including green crippers will help in neutralizing vehicular emissions.
Construction activity Gases emissions Proper Maintenance of construction equipment/ machineries, etc
Operation of construction machineries and DG sets
Air pollution due to particulates and gases
DG Sets of 1 x 125 KVA was used for construction
of project.
In operational phase, total DG sets of 2 x 1010 KVA, 1 X 750 KVA & 1 X 500 KVA will be the main source of Air pollution.
Dust suppression and water sprinkling system will be installed for suppression of particulates during construction
Water Environment
Stay of construction workers (Domestic consumption)
For 300 labours, 13 KLD of Water for domestic purpose was sourced through the canal water/ river water tankers
Low water consumption fixtures to be installed and STP treated water shall be reused for flushing, Gardening & DG cooling.
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The total water requirement will be 443 KLD out of which fresh water requirement will be 258 KLD, which will be met by HUDA/municipal supply
The rainwater will be channelized and collected in the 11 no which will recharge the ground water.
Channelization of Rainwater Harvesting structures for water requirements.
Construction activity
10 KLD of waste water generated from the construction site was disposed off to septic tanks followed by soak pits
Wastewater generation shall be 355 KLD which shall be treated in 400 KLD Sewage Treatment Plant. 185 KLD of treated water shall be reused for flushing, gardening, DG cooling & Misc. purposes and rest 135 KLD treated water will be discharged into sewer line.
Average 15 KLD of water was required during construction work which was met through STP Tanker supply
Soil Quality Soil Excavation
The project was conceptualized with 2 level basement & foundation hence 75246 m3 of soil was excavated for 1 level of basements & foundation as per Mining permission granted by Department of Mines & Geology, Gurgaon, Haryana.
Land reclamation of nearby area- The
excavated soil was re-used for
backfilling, levelling & other purposes to
the extent possible and rest unused soil
was handed over to contractor as per
the agreement for final disposal. The
Contractor had sold the soil for ongoing
construction of roads & highways in the
nearby area. Top soil has already been
used in green area development.
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Waste Management
Generation of Solid waste during construction activities
Contamination/degradation of soil/water quality
Approx. 964 kg/ day of organic waste
will be treated in an inhouse Organic
Waste Convertor.
Non- biodegradable waste (344 kg/day)
& plastic waste (70 kg/ day) will be given
to the recycler for recycling
Generation of Hazardous wastes Used DG oil was generated as Hazardous waste
Used oil generated from the DG sets of 2 x 1010 KVA, 1 X 750 KVA & 1 X 500 KVA will be given to DG set service provider for disposal of used oil
Noise Environment
Operation of construction machineries and DG sets
Health issue to the construction workers due to increase in noise levels from construction activities, operation of equipment and machineries and operation of DG sets
Plantation of trees around the project periphery including green crippers will act as Barricades around the project
Noise barrier around the project
Ecological Environment
Site clearance
No significant flora and fauna at project site
Total plantation area after complete development of the project, will be 12762.216 m2 (30 % of plot area). Total 600 no of trees shall be planted, out of which 394 trees have already been planted at the site and 206 trees shall be planted.
Community welfare
Secure facilities to the construction workers
Structure of road
Infrastructure at village area.
Use of natural resources
Energy use was through diesel and petrol
Rain water Harvesting for Ground water
recharge
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Sprinkling and watering of plantation on
nearby roads
Topography and Natural drainage
Excavation During construction period the natural contour is
disturbed which may affects the natural flow of
water
Natural drains near the project to be
maintained in order to maintain the
natural flow of water, which was
disturbed during excavation work.
Local Issues
The nearest habitat is Sihi village which is 0.91 Km
in NE direction.
There were other projects in the vicinity and no
local issues. There was noise during construction
activities. Dust was generated during excavation &
transportation.
The land was vacant land and converted into
group housing complex.
Environmental
Accident
The project work was done by experienced and
qualified contractor hence no environmental
accident like land subsidence or land slide
happened.
Geological changes
There was no mineral at project site and there was
only ordinary soil. The soil excavation and
construction of basement has changed the
geological profile
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Hydrological
changes
There was no use of ground water in the area. The
water level in the Gurgaon region ranges between
20 and 30 m in major parts which is due to
Urbanization and industrialization in this area
parts which is due to Urbanization and
industrialization in this area.
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7.5.5.2 Damage Matrix
BUILDING CONSTRUCTION PROCESS
STEP
S WORK
ENVIRONMENTAL ASPECTS
Air
Environme
nt
(Emission
to Air)
Water
Environment
(Emission to
Water)
Waste
Management
Topography and
Natural Drainage
USE OF
NATURAL
RESOURCES
AND RAW
MATERIALS LOCAL ISSUES
TRA
NSP
OR
T IS
SUES
ENV
IRO
NM
ENTA
L A
CC
IDEN
TS
Eco
logi
cal E
nvi
on
me
nt
No
ise
En
viro
nm
en
t
Soil
Qu
alit
y an
d M
anag
em
en
t
Ge
olo
gy
Hyd
rolo
gy
Curre
nt
Status
PM
Gas
eou
s Em
issi
on
s
Exec
uti
on
of
fou
nd
atio
ns
and
reta
inin
g w
alls
C
lean
ing
pro
cess
of
mac
hin
ery
& t
oo
ls
San
itar
y w
ate
r
C&
D w
aste
No
n-H
azar
do
us
was
te
Haz
ard
ou
s &
E-W
aste
, Bat
tery
Was
te
Du
mp
ing
du
e t
o u
se o
f
con
stru
ctio
n m
ach
ine
ry
Use
of
con
cre
te r
ele
ase
an
d
surf
ace
cle
anin
g ag
en
ts
Du
mp
ing
of
oth
er
liqu
id w
aste
Ch
ange
in n
atu
ral d
rain
age
&
top
ogr
aph
y W
ate
r
Ene
rgy
Raw
Mat
eri
als
No
ise
and
vib
rati
on
s
Od
ou
r
Du
st
Lan
dsc
ape
Alt
erat
ion
STEP
1
Land
occupati
on 100
STEP
2
Removal
of
vegetatio100 -1 -1 -2 -1 -1
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n or old
buildings
STEP
3
Excavatio
n work 50 -4 -1 -2 -4 -2 -4 -4 -2 -3 -4 -3 -1
STEP
4
Foundati
on 50 -2 -1 -3 -1 -3 0 -3 -2 -3 -3 -3
STEP
5 Piling 0
STEP
6
RCC
Work 50 -2 -1 -4 -1 -3 -2 -3 -4 -2 -4 -4 -2
STEP
7
Masonar
y Work 20 -2 -1 -2 -3 -4 -1 -3 -3 -1 -4 -3 -2 -2 -2 -2
STEP
8 Roofs 50 -2 -1 -1 -1 -2 -2 -2 -2 -1 -3 -2 -1 -2 -2
STEP
9
Timber
work
(Door
and
windows
) 0
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STEP
10
Piping of
water &
sewage 8 -1 -1 -1 -1
STEP
11
Drainge
system 0
STEP
12
Sewage
Treatme
nt Plant 0
STEP
13
Rainwate
r
Harvestin
g 0
STEP
14
Plantatio
n 0
STEP
15 Roads 0
STEP
16
Installati
on of
Electrical
, 0
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mechani
cal items
and fire
STEP
17
Plasterin
g 13 -1 -1 -1 -1 -1 -1 -1 -1
STEP
18
Bathroo
m fitting
&
Plumbing
work 3 -1 -1
STEP
19 Flooring 0
STEP
20
Painting
and
exteriors 0
TOT
AL -14 -6 -7 0 -14 0 -3 -11 -7 0 -4 -13 -7 -17 -14 0 -8 -4 -6 0 -4 -10 -6 -4 -2
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Impact summary
Table 6: Impact Summary as per construction status
ENVIRONMENTAL BASELINE MATRIX
S. No.
Identification Damage Evaluation
Environmental Element/ Units
Base Scale Impact
Scoring (Negative/Positive)
1 Emissions to Air (-)23.5 Minutely Damaging
2 Releases to Water (-)4.66 Not damaging significantly
3 Waste Generation (-)21.33 Minutely Damaging
4 Land Contamination (-)14.25 Not damaging significantly
5 Use of natural resources and raw materials
(-)32.33 Minutely Damaging
6 Local Issues (-)6.5 Not damaging significantly
7 Transport Issues (-)14 Not damaging significantly
8 Environmental Accidents (+)7 Positive
9 Effects on Biodiversity (+)8 Positive
10 Noise Pollution (-)27 Minutely Damaging
11 Soil Quality and Management (-)5 Not damaging significantly
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12 Geology (-)12 Not damaging significantly
13 Hydrology (-)3 Not damaging significantly
7.6.1 COST SUMMARY
7.6.1.1 Remediation Plan
Table 7: Cost summary
S.NO ITEM ACTION PLAN (PROPOSED/ UNDERTAKEN) BUDGET IN RS. (Lakhs)
1. Air Environment
Plantation of trees around the project periphery 9.88
Installation of Dust suppression and water sprinkling system 2.76
Maintenance of construction equipment/ machineries 1.0
2. Water Environment Low water consumption fixtures 20.0
Channelization of Rainwater harvesting structure 33.0
3. Soil Quality Land reclamation of nearby area 22.6
4. Waste management Segregation and provision of Organic waste convertor 24.0
5. Noise Environment Plantation of trees around the project periphery 19.76
Noise barrier 3.0
6. Ecological Environment Landscaping and plantation around project 8.0
7. Topography and Natural Drainage Natural drains near the project to be maintained 20.0
TOTAL 164.0
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Augmentation Plan
S.NO ITEM ACTION PLAN (PROPOSED/ UNDERTAKEN) BUDGET IN RS. (Lakhs)
1. Community welfare Proper transport planning by providing roads 23.0
Infrastructure at village area 10.0
2. Use of Natural resources Rain water Harvesting for ground water 5.0
Sprinkling and watering of plantation on nearby road. 5.0
TOTAL 43.0
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Chapter 8: PROJECT BENEFITS
Social Benefits:
• The proposed project has provided employment opportunities to 300-350 no of labours
during construction phase.
• It has led to increase in the infrastructure of the area and encouraged others for further
development of the area.
• It will increase Infrastructure of the area & will be a planned & managed development in the
area. It will set a precedent for others to develop planned Group Housing Complex which
will cumulatively help the area to be much more managed in future.
• It will provide a planned housing society with sport facility for residing children & for
children, Club & convenient shopping area to fulfil basic needs of the residents as well as the
people of nearby areas, for the residents of the complex.
Environmental Benefits:
• Green area of 12762.22 m2 will be developed after completion of the project which will serve
a positive influence toward the environment.
• The construction and operation will promote a healthy environment for all involved, and it
will not disrupt the land, water, resources and energy in and around the building.
• Energy efficient building material during construction stage will help in the reduced impact
on environment directly & indirectly.
• The planned Residential Complex will prove to be an Environment friendly (with minimal air
& noise pollution impacts & well managed waste & waste water) healthy & green (with
proper landscaping), spacious (with proper parking, traffic circulation, play area & open
spaces) & safe premise (a gated & guarded society) for living. People will have more open
and green spaces, bringing them closer to nature & away from the rush & fuss of the polluted
cities.
Financial Benefits:
• Revenue generation to the will be provided after completion of Group housing complex.
• Major income source to an important section of society and also to the upcoming investors.
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Chapter 9: ENVIRONMENT MANAGEMENT PLAN
The Environment Management Plan (EMP) is a site-specific plan developed to ensure that the
project is implemented in an environmentally sustainable manner where all stakeholders including
the project proponents, contractors and subcontractors, including consultants, understand the
potential environmental risks arising from the proposed project and take appropriate actions to
properly manage that risk. Adequate environment management measures need to be incorporated
during the entire planning, construction and operating stages of the project to minimize any adverse
environmental impact and assure sustainable development of the area.
The EMP presented below will be followed and regular monitoring of relevant parameters as stated
in post – project monitoring schedule shall be carried out. The EMP shall be proactive in nature and
shall be upgraded if new facilities or modification of existing facilities, with environmental concerns,
come up at a later stage.
EMP includes four elements:
• Commitment and Policy: Proposed project will strive to provide and implement the
Environment Management Plan that incorporates all issues related to air, land and water.
• Planning: This includes identification of environment impacts, legal requirements and
setting environmental objectives.
• Implementation: This comprises of resources available to the developers, accountability of
contractors, training of operational staff associated with environmental control facilities and
documentation of measures to be taken.
• Measurement and Evaluation: This includes monitoring, corrective actions, and record
keeping.
The EMP ‘s that will be into place consist of those during construction and operating stages of the
project and includes the following elements:
• Air Pollution Control and Management
• Water Pollution & Control (Sewage Treatment Plant)
• Storm Water Management
• Noise Control and Management
• Hazardous and Solid Waste Management
• Plantation, Landscaping and Land Management
• Environmental Management Plan Cost
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• Social Commitment
AIR ENVIRONMENT/ DUST MITIGATION MEASURES
9.1.1 ENVIRONMENT MANAGEMENT DURING CONSTRUCTION PHASE
During Construction phase (Already done):
Air quality around the project was impacted during the construction stage. Various construction
activities especially related to lose material cause generation of dust that impacted the air quality
of the surrounding area of the project site. To minimize such impact, following measures were
taken:
➢ The air emission due to the construction activities was limited only for specified period of
construction. However, there is buffer zone between the site and the road, which will help
to minimize the impacts generated due to dust generation. Water sprinkling was done to
reduce the dust generation.
➢ Truck tyre washing facility was constructed for vehicles moving out of site.
➢ Water sprinkling was done to reduce the dust generation.
➢ Loose soil and sand was properly stacked at the designated site.
➢ Construction area cordoned off by using green net.
➢ Vehicles used in transportation carrying construction material were covered.
➢ Vehicles used in transportation of construction material had PUC certificates.
➢ Material required for construction was stored only within earmarked area and road side
storage of construction material and waste was prohibited.
➢ The C & D wastes generated was kept covered at site and was reused to the extent possible
and rest unused Construction and Demolition Waste was handed over to contractor as per
the agreement for final disposal.
➢ Proper nose masks were provided to the workers who were engaged in dust generating
activities.
➢ DG Set of 125 KVA was installed.
➢ RMC was used instead of batching plant.
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During Construction phase (Future):
Air quality around the project shall be impacted during the construction stage. To minimize impact
of such activities on air, following measures shall be taken for further construction:
➢ Wind-breaker of appropriate height i.e. 1/3rd of the building height and maximum up to 10
meters shall be provided.
➢ Water sprinkling system shall be put in place using spraying Nozzles and shall be done every
hour by fixed sprinkling system.
➢ Grinding and cutting of building materials in open area shall be prohibited.
➢ Material required for exterior finishing shall be stored only within earmarked area and road
side storage of construction material and waste shall be prohibited.
➢ Only covered vehicles carrying construction material and waste shall be permitted inside the
complex.
➢ The C & D wastes generated shall be kept covered at site and shall be reused to the extent
possible and rest unused Construction and Demolition Waste shall be handed over to
contractor as per the agreement.
➢ Roads leading to or at construction sites shall be paved and blacktopped (i.e. metallic roads).
➢ Proper nose masks were provided to the workers who were engaged in dust generating
activities.
➢ No loose soil or sand or Construction & Demolition Waste or any other construction material
that causes dust shall be left uncovered.
➢ DG Set of 125 KVA with adequate stack height shall be installed.
9.1.2 ENVIRONMENT MANAGEMENT DURING OPERATION PHASE
The source of air pollution in the project will be due to operation of DG sets within the group housing
Complex. DG sets of 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA capacities will be installed for
emergency use during power failure. Proper stack height of 6m above roof level for D.G Sets shall
be maintained which will help in reducing the air pollution. D.G sets shall be kept on Basement.
Maintenance of proper stack height of D.G. Set shall help in reducing the air pollution. The stack
height of DG sets shall be calculated as per the details given below:
TECHNICAL SPECIFICATION
1. Channelization of Exhaust:
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The exhaust from the D.G. Sets shall be channelized to chimney.
1. Chimney/Exhaust:
S. No. Description Total
1. DG Sets Capacity: 2 x 1010 KVA, 1 x 750 KVA & 1 x 500 KVA
2. Location of DG Sets Surface
Emission Standard;
As per the specifications from D.G. Set manufacturer following emissions has been maintained.
D. G. Set. Capacity No PM gm/KW-hr
Nox gm/KW-hr
HC gm/KW-hr
CO gm/KW-hr
500 KVA 1 0.3 9.2 1.3 3.5
WATER MANAGEMENT
9.2.1 WATER MANAGEMENT DURING CONSTRUCTION
During Construction phase (Already Done):
During the construction of the proposed project, the services required like water supply and sewage
facilities was arranged on a temporary basis and the same were maintained without any adverse
impact on the environment. During Excavation of the Basement no dewatering was done.
➢ 15 KLD of water was required during construction work which was met through STP Tanker
supply. For 300 labours, 13 KLD of water for domestic purpose was sourced through the
Canal water/River water tankers.
➢ Temporary toilets were provided. 10 KLD of waste water generated from the construction
site was disposed off to septic tanks followed by soak pits.
D. G. Set. Capacity No. PM mg/Nm3
Nox mg/Nm3
HC mg/Nm3
CO mg/Nm3
1010 KVA 2 75 887.5 100 150
750 KVA 1 75 887.5 100 150
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➢ Run-off from the construction site was channelized to drains leading to road side drain of
the area.
During Construction phase (Future):
During the construction of the proposed project, the services required like water supply and sewage
facilities shall be arranged on a temporary basis and the same shall be maintained without any
adverse impact on the environment.
➢ 5 KLD of Water required during construction work shall be met through STP Tanker supply.
For 50 labours, 3 KLD of Domestic water was sourced through the Canal water/River water
tankers.
➢ Temporary Toilets shall be provided and 2 KLD of waste water generated from the
construction site will be disposed off to septic tanks followed by soak pits
➢ During the construction period, runoff from the construction site shall not be allowed to
stand (water logging) or enter into the roadside or nearby drain. The runoff due to rain water
from the site shall be collected and reused.
➢ The vehicles carrying construction material and construction debris shall be cleaned before
it is permitted to ply on the road.
➢ Wheel washing arrangement of construction vehicle shall be provided at site.
9.2.2 WATER MANAGEMENT DURING OPERATION PHASE
The Total water consumption of the complete complex shall be 443 KLD and wastewater generation
shall be 355 KLD which shall be treated in 400 KLD Sewage Treatment Plant. Civil work of STP is
completed, only Mechanical, electrification and stabilization are yet to be done. 185 KLD of treated
water shall be reused for flushing, gardening, DG cooling & Misc. purposes and rest 135 KLD treated
water will be discharged into sewer line. The total water requirement breakup for the proposed
project is given below:
Water Requirement & Management: -
WATER CALCULATION
POPULATION FACTOR IN LPCD
REQUIREMENT IN KLD
DOMESTIC IN KLD
FLUSHING IN KLD
WASTE WATER IN KLD
Domestic
Resident 2978 135.00 402 257 145
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Staff 50 45.00 2 1 1
Visitor 200 15.00 3 1 2
Total 3228 407 258 149
Waste water discharge 206 149 355
Gardening 30 Nil
DG Cooling 6 Nil
Total 443 KLD 355 KLD Table 9-1 Water Management
WATER BALANCE DIAGRAM: -
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PHOTOGRAPHS SHOWING STP OF 400 KLD (CIVIL WORK COMPLETED. MECHANICAL, ELECTRIFICATION AND STABILIZATION YET TO BE DONE):
SEWAGE SYSTEM:
SCHEME OF SEWAGE TREATMENT PLANT:
As stated earlier the wastewater generation from complete complex shall be 355 KLD which shall
be treated in 400 KLD Sewage Treatment Plant based on FAB Technology. The Sewage Treatment
Plant based on FAB technology offered has some distinct advantages over conventional activated
sludge processes. The scheme is proven, under a variety of operating conditions, and is highly
flexible in operation.
The characteristics of raw sewage and the characteristics required for the treated water will be as
given below:
RAW SEWAGE CHARACTERISTICS
TREATED SEWAGE CHARACTERISTICS
pH - 6.5 – 8.5
BOD mg / l <10
Flow M3 / day 355
pH - 7.0 – 8.5
BOD mg / l 200-300
COD mg / l 400-500
TSS mg / l 100
Oil & Grease mg / l 10
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COD mg / l <60
TSS mg / l < 10
Oil & Grease mg / l < 10
Following description gives the salient features of the STP:
1. Small space requirement
The concept of compact sewage treatment plant is promoted so that expensive conventional
treatment is dispensed herewith. The treatment scheme is also versatile, in the sense that units can
be re-arranged in any way in which the space and pile caps are available.
2. Lower operating power requirements
The system utilizes aeration tanks of much smaller size, thereby reducing the overall power required
in aerating the raw sewage. Since the bio-reactor depth is more, efficient transfer of oxygen takes
place, thereby reducing the overall power consumed in treatment.
3. Simplicity in operation and maintenance
The system adopted has much less moving parts (only pumps and blowers). Further there is no
moving part inside the bio-reactor. This gives the advantage of continuously running the bio-reactor
system, under widely fluctuating conditions. All the maintenance on the mechanical systems can be
done with normal skilled mechanics available.
The system is unique in operation, such that, only inlet and outlet parameters (i.e. raw sewage BOD
/ COD / TSS /TP and treated sewage BOD / COD / TSS / TP etc.) need to be analysed. Since the bio-
reactor is self-sustaining, there is no requirement of recycling the biomass from the secondary
clarifier. Hence, analysis such as MLSS / MLVSS / SVI (sludge volume index) / F / M ratio etc. is not
required to be done. This greatly reduces the analytical load on the plant chemist / supervisor, and
makes the system very simple to operate and control.
4. Removal of Nutrients & coliform
The bio-reactor system adopted in the FAB based STP is provided with nutrients removal, and
removal of disease causing E-coli bacteria.
Nutrient removal
The bio-reactor system operates at very food to micro-organisms ratio (F / M ratio). This helps in
totally converting the Ammonicals nitrogen to nitrate nitrogen. In the process of synthesis of organic
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substrate, about 40 – 50% of the total phosphates load is also reduced. The remaining phosphates
can be precipitated by addition of aluminum ions dosed in form of Poly Aluminum Chloride (PAC).
Phosphates react with aluminum ions and precipitate as aluminum phosphate, which is an insoluble
salt. Thus the total phosphates load can be easily reduced by more than 90%.
Coliform removal
The outlet BOD of the bio-reactor system being very low (in other words, hardly any food is available
to the E-coli), most of the coliform are killed in the reactor itself. The treated sewage outlet coliform
count will conform to WHO standards.
5. Sludge handling
The sludge generated in the bio-reactors is totally digested. Since the F / M ratio in the bio-reactors
is very low, the excess sludge generation is lower than compared to the conventional ASP system.
Normally, this sludge is anaerobically digested to stabilize the organic matter. The present system
does not envisage any sludge digestion (since the sludge is aerobically stabilized in the bioreactors
itself), making the system more suitable for operation with less manpower.
The excess sludge is separated in the secondary clarifier, and then disposed off either on drying
beds, or can be directly used as soil conditioner.
9.2.2.1 TREATMENT PROCESS
The sewage is first passed through a Bar Screen Chamber & an Oil & Grease Chamber where any
extraneous / floating matter gets trapped.
The sewage is then collected in a Receiving Sump where the variations in flow and characteristics
are dampened, which otherwise can lead to operational problems and moreover it allows a constant
flow rate downstream. Here the sewage is kept in mixed condition by means of coarse air bubble
diffusion.
The equalized sewage is then pumped to the Fluidized Aerobic Bed Reactors(FAB) where BOD/COD
reduction is achieved by virtue of aerobic microbial activities. The FAB reactors run in series. The
oxygen required is supplied through coarse air bubble diffusers.
The excess bio-solids formed in the biological process, which are separated in the downstream Plate
Settler Tank. The clear supernatant is sent to the tertiary treatment section comprising of a Dual
Media Filter and an Activated Carbon Filter, and UV disinfections system. If needed Softener shall
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be provided. The biological sludge generated from the FAB, which is settled in the Plate Settler, is
drained through the Filter Press.
9.2.2.2 HYDRAULIC FLOW DIAGRAM OF SEWAGE TREATMENT PLANT
RAIN WATER HARVESTING
The main source of ground water recharging in the study area is rainwater, which infiltrates into the
ground through various lithological units present in the study area. 11 nos. of Rain Water Harvesting
pits are proposed in the complex. Structure of all pits has already been constructed
Scheme for Ground Water Recharging
The rainwater will be diverted from the rooftop using rain water pipes to the surface / underground
drainage network. The entire campus will be sub divided for recharging structures. The rainwater
will be diverted into the de-silting tank to remove inorganic impurities and the outflow of the de-
silting tank is taken into the recharge well.
De-silting Tank
The de-silting tanks will be used to remove silt and other floating impurities from rainwater. De-
silting tank is like an ordinary container having provision for the inflow, outflow and overflow. Apart
from removing silt it holds the excess amount of water till it is soaked up by the recharge structure.
The bottom of tank will have unpaved surface (layers of coarse sand) to allow standing water to
percolate into the soil. The rainwater collected in these de-silting chambers shall be utilized for
horticulture.
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Recharge well
The Recharge Well consist the pit with 150 mm UPVC perforated pipe will be lowered in the middle
of the boreholes and the pit will be filled with gravel and pebbles consisting of boulders, gravel and
coarse sand. The mouth of the PVC pipe shall be protected to avoid silt getting into it. The depth of
the bore will depend on the soil condition/water strata. The schematic diagram is enclosed. It should
be therefore concluded that there is no significant impact on surface water quality & hydrology of
the area. The proposed rainwater-harvesting scheme will stabilize the groundwater table in the
area.
PHOTOGRAPHS OF RWH PITS CONSTRUCTED
RAIN WATER HARVESTING PLAN
– Soil Quality: Silty Sand
– Number of pits: 11 (Already constructed)
– Size of pits: 3.5 m dia., 2.5 m depth
– Annual rainfall: 723 mm
– Peak hourly rainfall: 45 mm/hr
– Infiltration rate: 15 mm/hr
– Water Table: 42 m below ground level (As per CGWB report)
RAIN WATER HARVESTING CALCULATION
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Table 9-2; Rain Water Harvesting collection scheme
S. No.
Description of Area Area Considered (Sq. M)
Harvesting Factor / Collection Efficiency per area
Retention time capacity in 11 min recharge
Total Volume of Water Available for Rain Water Harvesting (cum/20 min)
1. Water Available from Terraces of Apartment buildings and other roof-top surfaces
6362.42
0.85 11 59
2. Paved Surfaces, Roads & other Built-up Areas
23416.084
0.65 11 167
3. Lawns, Gardens & all other Open Areas
12762.216 0.20 11 28
GRAND TOTAL 42540.72 sqm
254 cu .m
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Diagram for Rainwater Harvesting Diagram
SATURATED GRANULAR/SANDY
AS PER ACTUAL SITE CONDITIONS. ALL DIMENSIONS ARE IN MM. AND INDICATIVE ONLY. SUITABLE AMENDMENTS MAY BE DONE
THE DIMENSION OF STRUCTURAL ELEMENTS (FOUNDATION, WALL, SLAB ETC.) ARE ONLY INDICATIVE.
THESE SHALL BE AS PER STRUCTURAL DRAWINGS.
THE DIMENSION `X' SHALL BE CALCULATED ON THE BASIS OF INVERT OF UPSTREAM MANHOLE
GRAVELS 5-10MM.
PEA GRAVEL /COARSE SAND
1.
2.
3.
GRAVEL TO BE FILLED IN THE ANNULAR SPACE BETWEEN BORE AND PERFORATED PIPE
NATURAL EARTH STRATA
160Ø PERFORATED U.P.V.C. PIPE
SECTION
230MM. THICK BRICK160Ø BLIND
MH COVER
PLAN
600X600 MANHOLE COVER
X2
500
WATER TABLE RECHARGING DETAIL
(SCALE-N.T.S.)
UPTO FIRST
STRATA
UPVC PIPE
IN 250Ø BORE
160Ø BLIND / PERFORATED U.P.V.C. PIPEIN 250Ø BORE (AS PER STRATA ENCOUNTERED)
BOULDERS 5-15CM.
DESILTING CHAMBER
1500 MM. 3500 MM. DIA.
1000 MM.
RECHARGE TRENCH WITHRECHARGE WELL
2800
FOOT REST600X600 MANHOLE COVER
600X600 MANHOLE COVER
FOOT REST
CAP.-25 CUM
160Ø BLINDUPVC PIPE
(600X600MM)
RCC
@300MM C/C
75
NOTE :
B
455
1BK.75 800
PLAN
610
A LL DIM ENSION A RE IN M.M.
751BK.
1B
K.
75
900
1B
K.
B
S FRC COVE R 610X455
200
RE NDE RING WITHCEM ENT MORTOR 1:2
SECTION B-B
300
150
G.L.
450
800
S LOPE 1 IN 6
C.C. 1:4:8
C.C. 1:2:4
12 THICK PLAS TE R IN CEM ENT MORTOR 1:3
1 B RICK THICK
IF SP ECIFIED
G.L.
R.C.C. 1:2:4
DETAIL OF 900X800 MANHOLE
12 THICK PLASTER
C
1BK.
1BK.
A LL DIM ENSIONS ARE IN M.M.NOTE :
1200 1350 -DO-
900 750
(MM.)
D IA H.1
DEPTH
U P TO 750VA RIABLE
H .2 T .1MANHOLE
SECTION AT C-C
BED
3001BK.
225
CONCRETE
1BK.
T .2
d.c.
CE ME NT CONCRETE 1;4;8
CE ME NT CONCRETE 1:2;4
S LOPE 1:IN 4
F RA M A ND S F RC COVE R 560 INTERNAL DIA.
BRICK MA S ONRY IN CE MENT MORTOR 1:3
1 :2 :4 CE ME NT CONCRETE
G .L. G .L.
PLAN
C
12 MM. CE ME NT PLA STERING C.M. 1:3
(1 CE ME NT : 3COARSE SAND)T .1
d.c
T .2
150
H.2
150
H.1
D
T .2
T .1
525
300 C/C C.I.
F OOT RE ST
DETAIL OF 900/1200 MANHOLE
D
75
1 BR75
PLAN
450 1 BR75
1 B
R500
D
150
450 (
MIN
.)
SECTION D-D
75
1 B
R
C C 1 :5:10
R.C.C. PIPE
CEMENT PLAS TER
ONE BRICK THICK
450
WITH FRAM E 500X 450
R.C.C. GRATING
DETAIL OF RAIN WATER COLLECTION CHAMBER
(SCALE-N.T.S.)
225
dc
H5
H4
H3
H2
H1
T1
T2
T3
T4
T5
150
D
525
A LL DIM ENSIONS ARE IN M.M.NOTE :
450
45x45x5MM THK.IRON ANGLE
50MMx5MM THK. MSSTRIPS AT 25MM C/C
45x45x5MM THK.IRON ANGLE
230MM THK . BRICKWORK
PCC 1:2:4
450MM WIDE DRAIN
25
10
0
CEMENT PLASTER, 12MMTHK ., 1:4
75
PCC 1:4:8
CHEQUERED TILEFLOOR FINISH,20MM THK.
STITCH SLAB,100MM THK.
SLOPE 1:150 SLOPE 1:150
INVERT LVL. AS PERLAYOUT
AT START150 MIN.
WITH GRATING
DRAIN-2
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Maintenance plan for rainwater harvesting pits: All the storm water drains will be kept clean and
contaminated water would be diverted into the storm water drains.
• No contaminated water will be diverted into the storm water drains. Necessary peripheral
drains will be constructed to divert the runoff to the recharge structures.
• Before the onset of the monsoon all the catchment area considered for recharge would be
cleaned and the recharge structures will be in operation during the monsoon season only so
as to avoid any contamination.
• A mesh will be provided on the mouth of the inlet to discard the debris entering into the
recharge pit. A sluice/ shutter will be provided to ensure that no water other than rainwater
is diverted to the recharge structure.
• Depth and location of the recharge wells may vary slightly as per the prevailing site
conditions.
• After the first rain the de-silting pit will be cleaned and subsequently on the onset of next
monsoon. A hygienic condition in the area would be maintained after implementation of
artificial recharge structures, as the recharged water will augment the water level in the
proposed tube wells.
• Harvesting pit shall be clean 2 times in year. All filter media should be cleaned properly. Will
be cleaned every week during rainy season.
NOISE ENVIRONMENT
9.4.1 DURING FUTURE CONSTRUCTION PHASE
During Construction phase (Already Done):
During the construction stage, expected noise level is in the range of 80-100 dB (A) which decreases
with increase in distance. Hence all the construction activities were carried out during the daytime.
➢ During the construction stage, all the construction activities were carried out during the
daytime.
➢ The noise due to the construction activities was limited only for specified period of
construction. However, there is buffer zone between the site and the road, which has been
developed as green area and which was further reducing the impact on ambient noise due
to the construction.
➢ DG set of 125 KVA used in construction was acoustically enclosed.
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➢ Ear Muffs were provided to labor working in high noise areas.
➢ All the machineries were maintained regularly to reduce the noise level.
During Construction phase (Future):
• During the construction stage, expected noise level is in the range of 80-100 dB (A). Hence
all the construction activities shall be carried out during the daytime.
• All the machinery and equipment shall be regularly maintained to reduce the noise level.
• Due to the construction activity for the project there will be some noise generation due to
the movement of vehicles carrying construction materials and as this will be only a
temporary phenomenon, it will be managed by properly regulating the movement of
vehicular traffic so that the ambient air quality with respect to noise is not adversely
affected.
• To prevent any occupational hazard, ear muff / ear plug shall be given to the workers
working around or operating the plant and machinery emitting high noise levels. Operation
of such plant or machinery shall be strictly be prohibited during night hours. Careful planning
of machinery operation and scheduling of operations shall be done to minimize such impact.
• DG sets of capacity 125 KVA shall be installed acoustically enclosed. Noise barriers shall be
installed to reduce traffic noise & vibrations & Green belt shall be developed.
9.4.2 DURING OPERATIONAL PHASE
The main source of the noise pollution will be DG sets. DG sets of capacity 2 X 1010 KVA,1 X 750
KVA & 1 X 500 KVA shall be provided acoustically enclosed and kept in acoustically treated room in
surface.
• The DG sets shall be properly & timely maintained & fitted with residential silencer and shall
be bought acoustically enclosed in a room in surface.
• Plantation of trees at the parks and boundary of the campus will also reduce the level of
outside noise.
• No honking zone shall be maintained.
• For vibration control, DG Sets shall be mounted on the Anti-vibration pads to eliminate/limit
the vibrations due to DG sets running.
Insulation of air inlet and outlet points
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The sound travels along with air therefore it is necessary to control the travelling sound with the
help of insulated ducts [2” glass wool pads and perforated sheets] and louvers at inlet and outlet
air points. The ducts have S-type shape to prevent any direct escape of noise Insulated service door
The maintenance and servicing of D.G. set is done using a suitable service door of 5’ x 7’ size. The
door is made of MS sheet and frames fully insulated with 3” thick glass wool pad followed by
perforated aluminum sheets.
Antivibration Pads
Layout Plan of D.G Set Room
DESIGNING OF CANOPY OF DG SETS
Figure 9-1; Layout Plan of DG Set Room
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PARKING MANAGEMENT:
The parking requirement of the proposed project will be 798 ECS which shall be provided on the
surface, basement & stilt.
Parking Requirement:
Dwelling Unit X 1.5 ECS 532 x 1.5 798 ECS
Total Parking Required 798 ECS
Parking Provision: -
Parking Provision Area required (sqm) Factor (sqm) ECS
Basement Parking 20930 35 598
Surface Parking 4600 23 200
Total
798 ECS
Figure 9-2 Designing of Canopy of DG sets
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WASTE & SOIL MANAGEMENT
9.6.1 DURING CONSTRUCTION PHASE
During Construction phase (Already Done):
➢ For 300 labours, total 45 kg/ day of solid waste was generated from labours which was
collected and disposed off at designated MSW dump site.
➢ Used oil whenever generated from the DG sets was kept in an isolated area and in leak proof
container and its disposal was managed by contractor as DG sets were owned by contractor.
➢ The C & D wastes generated was kept covered at site was reused to the extent possible and
rest unused Construction and Demolition Waste was handed over to contractor as per the
agreement for final disposal.
➢ During the construction, approx. 75246.324 Cubic meters of soil was excavated for 1 level
of basements & foundation as per Mining permission granted by Department of Mines &
Geology, Gurgaon, Haryana vide memo no. 1155 dated 22.05.2012. This excavated soil was
re-used for backfilling, levelling & other purposes to the extent possible and rest unused
soil was handed over to contractor as per the agreement for final disposal. The Contractor
had sold the soil for ongoing construction of roads & highways in the nearby area. Top soil
has already been used in green area development.
During Construction phase (Future):
➢ For 50 labours, approx. 8 Kg/day of Municipal Solid Waste shall be generated from
temporary labours which shall be disposed off as per Municipal Solid Waste Handling norms.
➢ Used oil whenever generated from the DG sets shall be kept in an isolated area and in leak
proof container and shall be sent to approved recycler.
➢ C&D waste generated shall be disposed off as per Construction and Demolition Waste
Management and Handling Rules, 2016.
➢ E-waste if generated shall be disposed off as per E-waste Management and handling rules,
2016.
9.6.2 DURING OPERATIONAL PHASE
MUNICIPAL SOLID WASTE MANAGEMENT:
Approx. 1378 kg/day of the solid waste shall be generated from the complex. It will be segregated
and will be kept in different colour coded bins. The bins will be emptied into the main bin of the
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floor. The organic waste will be treated in organic waste converter within the project area. The
recyclable waste will be given to the approved recycler. The management shall engage a vendor,
who will carry the recyclable waste to the recycler for recycling.
For Total 3328 populations, solid waste generated is as under: -
Type of Waste Colour of Bins
Category Disposal Method Total Waste (Kg/day)
Bio Degradable Green Organic The waste shall be treated in organic waste converter and converted to manure.
964
Non- biodegradable
Blue Recyclable Approved Recycler 344
Plastic waste Blue Recyclable Approved Recycler 70
Total 1378 Kg/day Table 9-3; Solid Waste Generated
Specification of Organic waste converter is given below:
Biodegradable Waste
No. of OWC
Batch Capacity
Curing Capacity
Time Taken No of Batch
964 kg/day 1 170/batch 200 kg/day Machine Time= 15-20 m Total Time=1 hr
6 batch/day
No. of organic waste converter = 1 Nos.
Volume of waste = 0.964 tonnes/day
Volume of waste = 1.92 m3
Capacity of curing for 1 day = 1.92 m3
Capacity of curing for 10 days = 19.2 m3
Space area for curing= 64 m2
Space for organic waste converter = (3 m x 3 m) x 1 = 9 m2
Area required for storage and management of solid waste = 64 m2 + 9 m2 = 73 m2
Area provided for storage and management of solid waste = 250 m2
HAZARDOUS WASTES:
Hazardous waste is a waste with properties that make it dangerous or potentially harmful to human
health or the environment. The universe of hazardous wastes is large and diverse. Hazardous wastes
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can be liquids, solids, contained gases, or sludge. They can be the by-products of manufacturing
processes or simply discarded commercial products, like cleaning fluids or pesticides. All hazardous
wastes are required to be treated and disposed off in the prescribed manner.
The main objective is to promote safe management and use of hazardous substances including
hazardous chemicals and hazardous wastes, in order to avoid damage to health and environment.
Type of Waste
Colours of Bins
Disposal Method Total Waste
Used Oil
Black with Label
Waste shall be collected in leak proof containers at isolated place and then it will be given to approved vendor of CPCB as per Hazardous Wastes (Management and Transboundary Movement) Rules 2016.
35 lit/month
E-WASTE MANAGEMENT:
Other hazardous wastes like hazardous chemical waste & ETP sludge shall be collected in an isolated
place & shall be handled as per Hazardous Wastes (Management, Handling and Transboundary
Movement) Rules.
Type of Waste
Colors of Bins
Disposal Method Total Waste
Electronic Black with Label
It will be collected and given to approved recycler of State Pollution Control Board as per Electronic Wastes (Management &Handling) Rules, 2016.
2 Kg/month
BATTERY WASTE: Battery waste shall be generated from the invertors UPS, etc. The batteries waste
shall be given to battery recycler as per the Battery waste (management & handling) Rules, 2001.
PLANTATION
Total plantation area after complete development of the project, will be 12762.22 sq m (30 % of
plot area).
No. of trees to be planted = plot area/80 sq m =42540.72/80 = 531 trees.
• No. of trees proposed = 600
• No. of trees already planted = 394 trees
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• No of trees to be planted = 206 trees
The following characteristics are taken into consideration while selecting plant species for green
belt development and tree plantation.
• They are fast growing and tall trees.
• They are perennial and evergreen.
• They have thick canopy cover.
• They have large leaf area index.
Since tree trunks are devoid of foliage, scrub should form there to give coverage to the trunks. The
trees maintain the regional ecological balance and conform to soil and hydrological conditions.
Indigenous species would be preferred.
Green belt/greenery has been developed along most of the periphery of the project area as well as
along roads. The trees planted are of adequate height. Any trees that do not survive are replaced.
The landscape plan is enclosed.
EXISTING SPECIES
S. NO. BOTANICAL NAME COMMON NAME No of Trees already planted
1 Azadirachta indiaca Neem 20
2 Bauhinia purpurea Pink Butterfly 18
3 Bauhinia variegate Kachnar 17
4 Callistemon lanceolatus Lemon Bottlebrush 22
5 Cassia fistula Aragvadha 15
6 Chorisia speciose Silk floss tree 22
7 Delonix regia Flame Tree 14
8 Erythrina blakeana Coral tree 4
9 Erythrina indica Indian Coral Tree 18
10 Ficus benjamins Weeping fig 65
11 Grevillea robusts Silk oak 21
12 Jacaranda Mimosifolis Black poui 14
13 Lagertrocmia specioss Crepe myrtle 11
14 Peltophorum ferrugineum Copperpod 46
15 Plumeria alba sacuanjoche 74
16 Pterospermumacerio folium Karnikara tree 13
Total 394
The following characteristics are taken into consideration while selecting plant species for green
belt development and tree plantation.
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• They are fast growing and tall trees.
• They are perennial and evergreen.
• They have thick canopy cover
• They have large leaf area index.
Since tree trunks are devoid of foliage, scrub should form there to give coverage to the trunks. The
trees maintain the regional ecological balance and conform to soil and hydrological conditions.
Indigenous species would be preferred. A green belt/greenery shall be developed along most of the
periphery of the project area as well as along roads. The trees planted will be of adequate height.
Any trees that do not survive will be replaced.
9.7.1 Plantation Programme Layout.
Plantation in the project area helps to arrest the particulate matter in the area and hence attenuate
the pollution to a great extent and contribute positively to the environment. The trees also help in
maintenance of regional ecological balance and conform to soil and hydrological conditions.
Indigenous species are preferred for the purpose.
The total plantation area of the project will be approx. 12762.22 sq m (30 % of plot area). Out of
which 70 % of the landscaping has been done. At present 394 trees has been planted.
Proper maintainence of the Green area will be one. A lumpsum amount of Rs. 13.30 Lacs is spent
on maintainence of Existing green area.
ENVIRONMENT MANAGEMENT COST
CAPITAL EXPENDITURE:
Sr
No
Description Already spent
Cost (Rs. in
Lakhs)
Proposed Cost
(Rs. in Lakhs)
Total Cost
(Rs. in Lakhs)
1 Landscaping/ Plantation 13.30 15.00 76.57
2 STP/ Waste Water Treatment 21.75 28.25 50.0
3 Rain Water Collection Pits 16.95 16.05 33.0
4 Acoustic Treatment and Stack 36.0 4.0 40.00
5 Solid Waste Management - 12.00 9.0
6 Others 2.0 3.0 5.0
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Total Rs. 90.00 lacs Rs. 78.3 lacs Rs. 168.3 lacs
RECURRING EXPENDITURE:
Sr. No
Description Proposed Cost (Rs. in Lakhs/ Year)
1 Landscaping 5.0
2 Water Management 5.0
3 Air & Noise Management 4.0
4 Environment Monitoring 2.19
5 Solid Waste Management 3.0
6 Miscellaneous 3.0
Total Rs. 19.19 lacs
CORPORATE SOCIAL RESPONSIBILITY
THE TOTAL COST TO BE SPENT ON CORPORATE SOCIAL RESPONSIBILITY: -
S. No. Activity Cost (Rs. In Lacs)
1. Drinking Water Supply 50.0
2. Sanitation 30.0
3. Skill Development & computer education 30.0
4. Waste Management & treatment 50.0
5. Road maintainance 15.0
6. Electrification including Solar Power 30.0
7. Rain Water Harvesting 25.0
8. Plantation 25.0
Total Rs. 255 Lacs
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HEALTH, SAFETY & OCCUPATIONAL MEASURES
During Construction Period:
❖ WELFARE:
➢ Potable drinking water was provided.
➢ Provision of latrines and urinals and accommodation as per the rules and their drainage and
disposal treatment.
➢ Provision of medical and first aid treatment.
➢ Facilities for sitting, shelters, rest rooms and lunch rooms, crèches, canteen etc.
➢ Provision of Day working hours.
❖ SAFETY:
Provision of mitigation measures regarding the Health and Safety will be made to the workers
employed or proposed to be employed in the entire cycle activities of the project.
➢ Measures for first aid, fire-fighting and premises evacuation.
➢ Necessary contacts with appropriate emergency services (first aid, emergency, medical care,
rescue work and fire-fighting).
➢ Safety helmets, belts and slings, nets.
➢ Properly braced scaffoldings.
➢ Properly laid electrical cables and connections.
➢ Fencing of moving parts of the transmission machinery.
➢ Restriction of lifting and excessive weight material.
➢ Framing of Health and Safety Policy, On Site Emergency Plan.
➢ Illumination of passages, ways, stairs, roads excavation and basement work.
➢ Stacking of building materials, debris and their disposal.
➢ Means of communications, signals, warning, signboards and barricades at the construction
site. Necessary contacts with appropriate emergency services (first aid, emergency, medical
care, rescue work and fire-fighting).
Mitigation Measures for Handling of Construction Materials:
➢ Separate raw material yard was made. Cement were separately stored under cover in bales.
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➢ Sand were stacked nearby under tarpaulin cover.
To minimize the occupational health hazard, proper mask was provided to the workers who were
engaged in dust generation activity.
The same shall be followed for further construction also.
During Operation Phase:
1. Measures shall be taken to identify the Electrical Environment Impacts (Hazards) arising
during the land preparation for use, building construction operation, and the entire cycle
activities of the project and proper mitigation measures shall be adopted. The location of
transformers, earth pits, electric panels, boards and distribution of power from power house
or generator house/switch room, cable network shall be carefully monitored. All the
standards, codes or legal requirements required to be adopted during the installation of
electrical equipment, appliances, electric/ battery heating/ cooling appliances/ plant
distribution lines/ cables network, switch boards, circuits, earthing/ bounding, earth pits,
lightning arrestors and protective equipment and clothing shall be carefully fulfilled.
2. All Fire and Explosion Hazards in the entire cycle activities of the project and all possible
sources of fire hazards and fire mitigation measures shall be noted. All the standards, codes
& legal requirements of line diagram for fire protection systems including fire water supply,
storage of water, overhead water tanks, underground water tanks and their capacity, water
sprinkling system (moveable, stationary) shall be fulfilled. emergency exits, fire ladders, fire
protective clothing and equipment like helmets, safety belts, safety ladders, safety boots
and goggles, fire suits, cranes used for firefighting and for the rescue of the people in case
of fire in multi-storeyed buildings and others shall be provided.
Proper Coordination with Local Municipal Fire Brigade, police, health surveillances (To treat
the effected person in fire) shall be maintained. Proper Fire Management System shall be
installed with time schedule giving how far is the fire station and how long it takes to reach
the building. Provision of Training programme & mock drill shall be made at regular intervals.
3. Environment Management Plan shall be prepared with Emergency Procedures (Emergency
Plan) to deal with localized fire and electrical hazards and hazards due to natural calamities
at the entire cycle of the activities of the project. Provision of the communication systems
to call to help and assistance from nearby building complexes bodies and other external
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authorities like district authority, fire services, police services, medical services, civil and
defence services etc. shall be provided.
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Chapter 10: SUMMARY AND CONCLUSION
On the basis of information provided by the project proponent by M/s Spaze Tower Pvt Limited.
Other documents are procured from the Government Agencies, Census Report, IMD etc. and the
data generated by M/s Perfact Researches Pvt. Ltd. and analysis of generated information, the
following generalized conclusions can be drawn.
The project, Group Housing Project “Spaze Privy AT4” is situated at Sector-84, Gurgaon, Haryana
being developed by M/s Spaze Tower Pvt Limited. The plot area of the project is 42540.72 sqm and
built-up area of the project is 118795.578 sqm.
The project was applied for environmental clearance in year 2012 at Haryana SEIAA. There was
certain shortcoming in application and the additional documents were submitted. After many
submission of reply, case was not granted environment clearance and in the meantime the
construction has started. Thereafter, show cause notice was received vide letter no
HSPCB/GRS/2016/6688-89 dated 09.12.2016 for violation of EIA notification of 14.09.2006.
The total built-up area of the project is 1,18,795.578 sqm which is less than 1,50,000 sqm thus, it falls
under category 8(a) of EIA Notification, 2006 but in the light of MoEFF&CC Notification no. S.O 804
(E) dated 14.03.2017, where it has been clearly notify that the violation cases/noncompliance will be
treated as A category project, hence, Application for Granting Terms of Reference under violation
category was submitted to MoEF&CC on 06.05.2017 under violation category.
Subsequently, it was considered in EAC meeting dated 19.02.2018 and thereafter, TOR was granted
by MoEF&CC vide its letter no. F.No. 23-32/2018-IA-III dated 04th April, 2018. Now as per
amendment in notification vide S.O. 1030(E) dated 8th March,2018 & OM no. Z-11013/22/2017-IA.
II (M) dated 15.03.2018 & 16.03.2018, the project falls under category ‘B’, of Schedule 8(a) & is
exempted from Public Hearing and will be appraised by SEAC/SEIAA, Haryana. The project is
proposed with 11 blocks, include Dwelling Units, EWS units, Club & Shops.
Out of 11, all blocks are finished with plastering work. Presently, no further work is being carried out
at site. Civil work of STP is completed, only Mechanical, electrification and stabilization are yet to be
done.
INTRODUCTION:
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S. No. Features Details
1. Project Proponent M/s Spaze Tower Pvt. Ltd.
2. Environmental Consultant M/s Perfact Enviro Solutions Pvt. Ltd.
3. Environmental Monitoring and
Testing Agency
M/s Perfact Researchers Pvt. Ltd.
4. Project Location Sector-84, Gurgaon, Haryana
5. Latitude and Longitude Latitude: 28°24’29.30"N
Longitude: 76°57’42.39"E
6. Existing Landuse Group Housing
7. Connectivity Nearest Highways: NH-48 – 2.2 Km SE SH-15A (Pataudi Road): 2.2 Km (NNW)
KMP Express Highway: 9 Km (WSW) Nearest Railway Station: Garhi Harsaru Railway Station -4.5 Km, NW Gurgaon Railway Station – 10.2 Km, NNE Nearest Airport: Indira Gandhi International Airport- 21.23 Km NE
8. Ecologically sensitive area Sultanpur Bird Sanctuary- 9.16 Km NW
9. Construction Status Structure of all 11 Towers completed & partial
exterior and interior finishing work yet to be
completed along with construction of STP (civil
work completed but Mechanical, electrification
and stabilization yet to be done), RWH pits (90%
structure completed), DG Sets (stack installed,
installation of DG Sets is yet to be done), Plantation
work (50% completed) and Road work (95%
completed).
10. Activities within the complex Group Housing
11. Proposed Land Use after Expansion Ground coverage (achieved)- 6362.42 m2
Green Area- 12762.216 m2
Road & Open area- 23416.084 m2
12. Cost of the project Rs. 170.23 crores
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Site Location on Google Map:
Site Photographs: Tower (Exempted from procedure of EIA notification, 2006)
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Area Details:
S.No. Particulars Unit Total
1. Total Plot Area m2 42540.72
2. Ground Coverage (Permissible) (35%) m2 14889.25
3. Ground Coverage (Proposed) (15%) m2 6362.42
4. F.A.R (Permissible) (1.75) m2 74446.26
5. F.A.R (Proposed) (1.75) m2 74422.51
6. Non-F.A.R Area m2 19290.96
7. Basement Area m2 25082.108
8. Total Built up Area (FAR+ Non-FAR+ Basement Area)
m2 118795.578
9. Green Area (30%) m2 12762.216
10. Road Area & open area m2 23416.084
11. No. of Floors m2 G+20
12. No. of Tower m2 11
13. Levels of Basement m2 1 No.
14. Height of Building m2 73.2 m
15. Number of Dwelling Units No. 532
16. EWS Unit No. 96
17. Servant Unit No. 63
18. Power Requirement KW 4124
19. No. of DG sets KVA 2 X 1010 KVA 1 X 750 KVA 1 X 500 KVA
20. Rain Water Harvesting Pit No. 11
21. STP Capacity KLD 400
22. Parking Required ECS 798
23. Parking Provision ECS 798
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Project Details: -
S.
No.
Features Details
1 Manpower requirement During Construction: Initial: 30-50 no. of workers were
engaged. Later at various times maximum upto 300 nos.
local labour was engaged.
Later Stage: 50 no. of workers
During Operation:
During operation phase- 3328 persons
2 Water requirement During construction: 15 KLD for construction work, 13 KLD
for drinking purpose
Source: Tanker supply
15 KLD for construction activity.
Source: Treated water from STP
During Operation:
During operation phase: 443 KLD
Source: HUDA supply/ Municipal supply
3 Waste water generation During construction: 10 KLD from domestic use by labor
During operation:
During operation phase: 355 KLD
4 STP capacity STP-
During operation phase: 400 KLD
During operation phase, Total treated water is 321 KLD out
of which 185 KLD shall be utilized for flushing, gardening &
DG cooling, rest 135 KLD treated water will be discharged
in to sewer line.
5 Power requirement During operation phase– 4124 KW
Source: DHBVN
6 Power back up During operation phase of 2 x 1010 kVA, 1 x 750 kVA & 1 x
500 kVA
Stack height - 6 m above roof level
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Location – Surface
7 Waste Generation During Construction:
Type of Waste Generation Disposal Method
Construction
&Demolition
Waste
Construction
area
Soil excavated was
approx. 75246.324
cubic meters. This soil
was stacked properly
under Tarpaulin cover.
The top soil was
collected and used for
landscaping purposes.
The debris of C&D
material were used in
backfilling, roads etc. &
rest was sent to
authorized C&D waste
management site.
Biodegradable
Waste
Workers
tenant area
Approx. 11.68 TPA
(32kg/day) of
Municipal solid waste
was generated from
temporary labors
which was disposed off
at designated MSW
dump site.
Recyclable
Waste
Construction
area
Approx. 4.74 TPA (13
kg/day) of recyclable
waste from
construction labors &
other Recyclable
materials like
aluminum, steel, wood
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pieces, cement bags,
plastic containers,
cartons, glass etc. was
given to approved
Recycler.
Plastic waste Construction
area
Plastic waste was sent
to approved Plastic
waste Recycler.
Hazardous
Waste
Storage site Used oil whenever
generated from the DG
sets was kept in leak
proof containers in an
isolated area and was
sent to approved
Recycler.
E-Waste As per Site E-waste whenever
generated was
properly disposed
through approved e
waste recycler
During Operation:
Type of
Waste
Disposal Method Total Waste
after
expansion
Organics The waste at present is
sent to designated MSW
site. However, Organic
Waste Convertor to
convert into compost will
351.86 TPA
(964 Kg/day)
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be installed and compost
prepared will be used as
manure in green areas of
the complex.
Recyclable
Items
It is being sent to Approved
Recycler
125.56 TPA
(344 Kg/day)
Plastic
Waste
Approved Recycler as per
Plastic Waste
Management Rules 2016.
25.55 TPA (70
Kg/day)
Hazardous
Waste
Waste is being collected in
leak proof containers at
isolated place and then it is
given to approved recycler
of SPCB/CPCB.
0.42
kl/annum (35
litre/month)
E-waste It is collected and given to
approved recycler of E-
waste as approved by State
Pollution Control Board
2 kg/month
Battery
Waste
It is collected and given to
approved recycler of State
Pollution Control Board
As per
Generation
8 Rain water Harvesting SOIL QUALITY : Silt Loam
INFILTRATION RATE : 15 mm/hr
ANNUAL RAINFALL : 723 mm
PEAK HOURLY RAINFALL : 45 mm /hr
GROUND WATER LEVEL : Below 42 m bgl (as per
CGWA report 2016)
NUMBER OF PITS : 11 nos.
SIZE OF PITS : Depth-3.5 m, Dia.-2.5 m
Total Volume : 254 cum
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9 Parking provision Total Parking Requirement: 798 ECS
Total Parking Provided: 798 ECS
ENVIRONMENTAL BASELINE DATA
S.
No.
Features Details
1 Environmental Testing
Laboratory
M/s Perfact Researchers Pvt Ltd.
2 Season of Monitoring February, 2018
3 Pre-dominant wind direction West
4 Ground water level Below 42 m bgl (as per CGWA report 2016)
5 Connectivity of site Nearest Highways: NH-48 – 2.2 Km SE SH-15A (Pataudi Road): 2.2 Km (NNW)
KMP Express Highway: 9 Km (WSW) Nearest Railway Station: Garhi Harsaru Railway Station -4.5 Km, NW Gurgaon Railway Station – 10.2 Km, NNE Nearest Airport: Indira Gandhi International Airport- 21.23 Km NE
6 Socio-economic data No of villages 5
Total Urban Population 64345
No of Urban Households 12692
Literacy rate Urban 86.7%
Literacy rate rural 82.3%
SC/ST Urban 12.7%
SC/ST rural 17.9%
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ENERGY CONSERVATION MEASURES:
1. Adequate design to limit the losses in transmission and distribution system.
2. Use of energy efficient devices like light sources such as LED lamps.
3. Use of capacitors at load centres to improve voltage and power factor to reduce
distributional losses and also to avoid penalty by state electricity authority.
4. All high efficiency motors will be used in the complex.
5. Air tunnels in the design to provide proper cross- ventilation for reducing power
consumption.
6. Solar panel of 40 KW shall be installed.
ENVIRONMENTAL MONITORING PROGRAMME
During Operation Phase:
During Operation Phase
Sr. No. Type of Monitoring Frequency
of Monitoring
Parameter Location
1 Ambient Air Quality Six Monthly
Particulate Matter (PM 2.5),
Particulate Matter (PM 10),
Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Two Locations in and around the project site
2 Stack Monitoring Six Monthly Particulate Matter,
Sulphur Dioxide (SO2), Nitrogen Oxides (NOx)
Four no of DG sets installed for backup purposes
3 Water Quality Monitoring for drinking water
Six Monthly All parameters
mentioned in IS:10500 One drinking water sample
4 Sewage Treatment Plant Monitoring
Six Monthly BOD, COD, TSS, Oil and
Grease and pH Inlet and Outlet of STP
5 Ambient Noise
Level Monitoring Six Monthly Day and Night noise level
Two locations in and around the project site
6 DG Set Room Noise
Monitoring Six Monthly
Inside and Outside of DG Set Enclosure
Two Location in the project site
7 Soil Quality Monitoring
Six Monthly All parameters to check
soil Fertility One Location in and around
the project site
8
Monitoring of Waste Generation
and other pollution control aspects
Six Monthly _ _
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A lumpsum amount of Rs. 2.22 Lacs will be spent on Environment Monitoring Programme ion
operation stage.
PROJECT BENEFITS:
It has provided employment to the people during construction and operation phase directly &
indirectly. 300 no. of labour during construction stage.
It will increase Infrastructure of the area & will be a planned & managed development in the area.
It will set a precedent for others to develop planned Group Housing Complex which will cumulatively
help the area to be much more managed in future.
It will provide a planned housing society with sport facility for residing children & for children, Club &
convenient shopping area to fulfil basic needs of the residents as well as the people of nearby areas, for the
residents of the complex.
The planned Residential Complex will prove to be an Environment friendly (with minimal air & noise pollution
impacts & well managed waste & waste water) healthy & green (with proper landscaping), spacious (with
proper parking, traffic circulation, play area & open spaces) & safe premise (a gated & guarded society) for
living. People will have more open and green spaces, bringing them closer to nature & away from the rush &
fuss of the polluted cities.
The benefits relate to the direct employment associated during the construction of the infrastructure as well
as during operation of the project for guards, club, etc. Additional indirect employment opportunities will
also be generated. Employment will lead to a rise in sources of income of the benefitted and improve their
standard of living.
CORPORATE ENVIRONMENT RESPONSIBILITY:
As per CER office memorandum of MOEF dated 1.5.2018, the project with cost of project is more
than Rs 100 Cr but less than Rs 500 Cr have to spend 0.75% of the Capital cost on the CER activities
for brownfield project.
Capital Cost
Sr No
Description Already Spent (Rs. in Lakhs)
Proposed Cost
(Rs. in Lakhs)
Total Cost (Rs. In lakhs)
1 Landscaping/ Plantation 13.30 15.00 76.57
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2 STP/ Waste Water Treatment 21.75 28.25 50.0
3 Rain Water Harvesting Pits 16.95 16.05 33.0
4 Acoustic Treatment and stack 36.0 4.0 40.00
5 Solid Waste Management - 12.0 9.0
6 Solid Waste Management 2.0 3.0 5.0
Total Rs. 90.00
lacs Rs. 78.3lacs Rs. 168.3 lacs
Recurring Cost
Sr. No Description Proposed Cost (Rs. in Lakhs/ Year)
1 Landscaping 5.0
2 Water Management 5.0
3 Air Management 4.0
4 Environment Monitoring 2.19
5 Solid Waste Management 3.0
6 Miscellaneous 3.0
Total Rs. 19.19 lacs
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Chapter 11: DISCLOSURE OF ENVIRONMENTAL CONSULTANT
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Disclosure of
Environmental Consultant
Perfact Enviro Solutions Pvt Ltd.
501 – 507, 5thFloor, Front Wing, NN Mall Sector- 3, Rohini, New Delhi - 110085
Phone: +91-11-47528467/47021086/65280483 Fax : +91-11-47528434
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About Environmental Consultant
➢ INTRODUCTION:
Perfact Enviro Solutions Pvt Ltd, established by experienced environmental and related experts,
provides specialized services in the field of Environment and Pollution Control for all types of
Industrial, Construction, Nuclear Sciences, Bio-diversity Mining, Aerial Ropeway and other
related fields. Our transparent and professional approach, commitment to excellent quality and
service, timely deliveries have contributed to create a name in the field of environment. We
have a core group of highly qualified experts from various fields like Environment, Forestry,
Chemistry, Civil Engineering, Geology, Social Sciences, Electronics and Telecommunication with
rich and diversified experience in the field of environment and pollution control.
Perfact Enviro Solutions Pvt Ltd is headed by Mr. Praveen Bhargava, Managing Director who
has an experience of 27 years in the field of Environment and Mrs. Rachna Bhargava, Director
& C.E.O, who has an experience of 21 years in the field of Environment.
Perfact Enviro Solutions Pvt Ltd management, experience, excellence, professionalism and
ultimate satisfaction has helped in achieving the heights of success in their specialized field of
environment.
➢ ACCREDIATATIONS OBTAINED: • ISO-9001:2015 Certification
• ISO-14001:2015 Certification
• QCI – NABET Scheme for Accreditation of EIA Consultant Organization
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➢ KEY PERSONS: ➢
S. No Brief Description of Key Persons (NABET Approved)
Mr. Praveen Bhargava is M. Phil in Chemistry, M. Sc in Inorganic Chemistry, P.G. Diploma in Ecology
& Environment with overall experience of more than 30 years and currently the Managing Director
of Perfact Enviro Solutions Pvt. Ltd
Mrs. Rachna Bhargava, M. Sc in Environmental Science, M. Sc in Mathematics & MA in Geography
having more than 25 years of experience in the field of Environment is the Head / Team Leader of EIA
Preparation Team. She is also a certified Advance EMS Auditor (ISO-14001:2004) & Laboratory
Management & Internal Auditor (ISO 17025:2005) from CII and had undergone Training program on
EIA, SIA, Air Dispersion Modelling, Air Quality, CSR, Advanced Training Programme on Green Building
Rating System, etc.
Mr. Nipun Bhargava is Masters in Chemical Engineering with experience in the Field of
Environment, Laboratory, Chemical Testing and analysis.
EIA coordinator: Neha Aggrawal
Name: Neha Aggrawal
Signature and Date: 10.10.2018
Period of involvement: .....................................................................................................................
Contact information: 9711610984
Functional area experts:
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S. No. Functional Area Name of the experts Involvement
(period and task)
Signature and date
1.
AP*
Nipun Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
2.
WP*
Involment-
01.04.2017 to
15.07.2018 15.10.2018
3.
SHW*
Praveen Bhargava Involment-
01.04.2017 to
15.07.2018 15.10.2018
4.
SE*
Rachna Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
5.
EB*
Rajiv Kumar Involment-
01.04.2017 to
15.07.2018
15.10.2018
6.
HG*
Santosh Pant Involment-
01.04.2017 to
15.07.2018 15.10.2018
7.
GEO*
Santosh Pant Involment-
01.04.2017 to
15.07.2018 15.10.2018
8.
SC*
Praveen Bhargava Involment-
01.04.2017 to
15.07.2018 15.10.2018
9.
AQ*
Nipun Bhargava Involment-
01.04.2017 to
15.07.2018
15.10.2018
10.
NV*
*** Involment-
01.04.2017 to
15.07.2018
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Declaration by the Head of the accredited consultant organization/ authorized person
I Praveen Bhargava, hereby, confirm that the above-mentioned experts prepared the EIA of
Group Housing Project “Spaze Privy AT4” at Sec-84, Gurgaon, Haryana by M/s Spaze
Towers Pvt. Ltd.
I also confirm that EIA Coordinator (EC) has gone through the report, and the consultant
organization shall be fully accountable for any misleading information.
It is certified that no unethical practices, plagiarism involved in carrying out the work and
external data / text has not been used without proper acknowledgement while
preparing this EIA report.
Signature:
Name: Praveen Bhargava
Designation: Managing director
Name of the EIA consultant organization: Perfact Enviro Solutions Pvt. Ltd.
NABET Certificate No. & Issue Date: QCI/NABET/EIA/ACO/18/736 valid till 27.11.2018
11.
LU*
Rajneesh Maurya Involment-
01.04.2017 to
15.07.2018 15.10.2018
12.
RH* Nipun Bhargava
Involment-
01.04.2017 to
15.07.2018
15.10.2018