Group Housing Project at Plot No. 76, Sector- Sigma- IV, Greater Noida, Uttar Pradesh. Conceptual Plan

Transcription

1 Conceptual Plan Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 20

2 CONCEPTUAL PLAN 1. INTRODUCTION M/s Satilila Sahkari Awas Samiti Ltd., has develop Group housing Project at Plot no 76, Sigma IV, Greater Noida, (U.P.). The Group housing Project is being developed on the total plot area of m 2 and the built up area is m 2. The lease deed is made on the 8 th June 2006 in favor of M/s Satilila Sahkari Awas Samiti Ltd. The copy of the lease deed is attached as Annexure-I. The existing land is for Residential purpose as per Greater Noida Master Plan Considering the above, the existing land use is not expected to get altered due to construction of project. The Greater Noida Master Plan 2021 is provided in the Figure-1. The Project is designated under Category B and falls under Item 8(a) (Building and Construction projects) of the Environmental Impact Assessment (EIA) Notification of September 14, 2006 and its amendments. Consultant-Ascenso Enviro Pvt. Ltd. Page 2 of 20

3 PROJECT SITE Figure-1: Greater Noida Master Plan 2021 Consultant-Ascenso Enviro Pvt. Ltd. Page 3 of 20

4 2. SITE SURROUNDING & CONNECTIVITY The project is well connected to Delhi, Noida, and other NCR regions. It is surrounded by villages such as Dadha, Dabra, Khanpur, and Sirsa & etc. within 5km of the area of project. Site surroundings and Connectivity details of the project are given in Table-1. Table-1: Site Surroundings and Connectivity Details S. No. Connectivity & Site Surroundings Description Distance and Direction Ajaibpur Railway Station 3.86 km towards North. Nearest Railway 1. Dankaur Railway Station 9.36 km towards South East. Station Dadri Railway Station 9.38 km towards North. 2. Nearest Airport Indira Gandhi International Airport km towards North West. 3. State Boundary U.P.-Delhi State Boundary 4. Nearest Highway 5. Water Bodies 6. Nearest School & College NH-91 Yamuna Expressway Surajpur Kasna Road River Hindan River Yamuna Galgotia College of Engineering and Technology Bakson Homoepathic Medical College Krishna Lifeline Hospital Sehdeo Hospital Sai Mandir Sarveshwar Dham mandir Amarpur R.F Mursaidpur R.F Luksar RF Shikargah RF Gulistanpur R.F Khodnakhurd RF Rajpur R.F Surajpur wetland Bhil Akhbarpur 8.87 km in West. 8 km in North East. 5.41km towards West km towards South west 6 km towards West 9 km towards West 6 km in West 5.83 km in West. 7. Nearest Hospital 2.89 km in North-West 4.86 km in West 8. Places of worship 3.81 km in West 4.17 km towards North West 7 km towards South 6 km towards South 3.70 km towards South 9. Forest/Sanctuary km towards Southwest 9.73 km towards Northwest km towards Northwest km towards Southwest 10. Wet Land km towards Northwest 14 km towards West 11. Industrial Area Surajpur Industrial Area 10 km towards Northwest. Source: Google Earth Consultant-Ascenso Enviro Pvt. Ltd. Page 4 of 20

5 A Google Map of 500m radius map showing the surrounding area of the project is shown in Figure-2. The topographical map showing the surrounding area within 10 km radius is shown in the Figure-3 and the topographical map showing sensitive areas within 15 km radius is given in Figure-4. Consultant-Ascenso Enviro Pvt. Ltd. Page 5 of 20

6 Figure-2: Google Map of 500m radius showing surroundings of the area Consultant-Ascenso Enviro Pvt. Ltd. Page 6 of 20

7 Figure-3: Topographical Map (Survey of India) of 10km radius showing Surrounding area Consultant-Ascenso Enviro Pvt. Ltd. Page 7 of 20

8 Figure-4: Topographical Map (Survey of India) of 15km radius showing Sensitive area Consultant-Ascenso Enviro Pvt. Ltd. Page 8 of 20

9 3. PROJECT LOCATION AND DESCRIPTION M/s Satilila Sahkari Awas Samiti Ltd., has developed the Group housing Project at Plot no 76, Sigma IV, Greater Noida, (U.P.). The project is well connected to Delhi, Noida, and other NCR regions. It is surrounded by villages such as Dada, Kasna, Kaimpur, and Raipur & etc. within 5km of the area of project. The coordinates of the project boundary along with the centre of the project site is given below in the Table-2. Table-2: Coordinates of the Project Boundary Latitude Longitude Centre of the Plot 28º N 77º E Corner-I 28º N 77º E Corner-II 28º N 77º E Corner-III 28º N 77º E Corner-IV 28º N 77º E The project consists of 23 buildings block with 167 units. The project site has provided surface parking and m 2 is to be developed as landscaped. The area details are given in Table-3. Table-3: Area details of the project site S. No Particular Area (Meter sq.) 1 Total Plot Area Permissible Ground Coverage (40% 0f total Plot area) Achieved Ground Coverage Permissible FAR (@ 1.5 of Total Plot Area ) Achieved FAR (@ 1.49 of Total Plot Area ) Non FAR Area Facility Area Built-up Area Open Area Landscape % of open area Height of the highest Tower m Consultant-Ascenso Enviro Pvt. Ltd. Page 9 of 20

10 The Site Layout plan and contour plan is attached as Annexure-II & Annexure-III respectively. 4. DETAIL OF BUILDING BLOCK There are total 23 building blocks in the project. Breakup of blocks is given in Table-4. Table-4: Breakup of Building Blocks S. No. Building No No. of Floors 1. Building 1 to 10 G+4 2. Building 11 to 23 Basement+G+2 5. POPULATION DETAIL Total population of the project is 827 which include the population of permanent residents and servant/ staff. Breakup of the population is given in Table-5. Table-5: Calculation of Population S. No Types Dwelling Units PPU/Occupancy Population 1 Residents Visitors (10% of residential Population) 75 Total Population ROAD & PARKING DETAILS Internal Road Internal roads of 6 m widths has been provided at the periphery and inside the premises. External Road - There is a 45m wide road (Master Plan Road) on the South-West side of the project and 12m wide chak road on the North-West and South-East side of the site. Entry/exits provided in the Building Premises 1 entry and 1 exit points have been provided for the project. Parking Details The total parking required for the project is 397 ECS as per the MoEF, while parking provided is 427 ECS and 307 nos. for scooter parking (Two wheelers) in the project. The details of parking are given in Table-6. Consultant-Ascenso Enviro Pvt. Ltd. Page 10 of 20

11 Table-6: Parking Details of Project Site Description As per MoEF Byelaws Parking (E.C.S.) Parking Required 1 ECS/100 sq m FAR area / 100 = Parking Proposed Surface parking 1 ECS/20 sq m 427 Surface parking area ( sq m) Surface parking 1 Two wheeler/3sq m 307 Surface parking area (921 sq m) Total ECS & Two wheeler provided 427 ECS 307 Two wheelers Plan showing parking areas is enclosed as Annexure-IV 7. LANDSCAPE DEVELOPMENT Increasing vegetation in the form of greenbelt is one of the preferred methods to mitigate air pollution. Plants serve as a sink for pollutants, reduce the flow of dust and reduce noise pollution. Calculation of green area and no. of trees provided for project is given in Table-7. Table-8 indicates various suggested species to be used in greenbelt development. Table-7: Calculation of Green Area and No. of Trees Total Plot area Open Area Landscape are of open area sq. m sq. m sq. m Table-8: Plant Species used for Greenbelt Development of Project Site S.No. Scientific Name Common Name 1. Plumeria Alba Pagoda Tree 2. Cassia Siamea Kassod Tree 3. Bauhinea blakena Kachnar 4. Bauhinea alba Orchid Tree 5. Cassia fistula Golden Shower 6. Callistemon Bottle Bottle Brush 7. Alstonia scholaris Black Board Tree 8. Erythrina indica Pangar 9. Delonix regia Gulmohar 10. Nyctantches arbor-tristis Harsingar 11. Largerstoemia speciosa Pride Of India Consultant-Ascenso Enviro Pvt. Ltd. Page 11 of 20

12 12. Bombax Cotton Tree 13. Azadirachta indica Neem 14. Putranjiva roxburghii Putranjiva 15. Neolamarckia cadamba Kadamb 16. Corisia Silk Floss tree Site Plan showing green areas and landscaping is attached as Annexure-V. 8. WATER REQUIREMENT, SUPPLY AND DISTRIBUTION Water Requirement for the project is discussed below. 8.1 Water requirement during Construction phase Construction has been completed. 8.2 Water requirement during operation phase Water requirement is being met through municipal supply. The total water requirement for the project has been estimated to be 76 KLD. This includes domestic water requirement, flushing, Swimming pool and landscaping. Details of break-up of water requirement are given in Table-9. S. No. Description Population Table-9: Details of water requirement Unit Water Consumptio n (Liter) Total Water Required (KLD) Domestic Water (KLD) Flushing Water (KLD) Residential 1. Permanent Population lpcd Visitor lpcd Swimming Pool Horticulture ( m 2 ) 1 liter/ sq m *DG Sets are radiator cooled TOTAL KLD Says 76 KLD KLD Says 50 KLD KLD Says 16 KLD Consultant-Ascenso Enviro Pvt. Ltd. Page 12 of 20

13 8.3 Wastewater Generation The total estimated quantity of wastewater to be generated from project is 56 KLD. Calculation of wastewater generation is shown below in Table-10. Details Table-10: Calculation of Wastewater Generation Water (KLD) Water requirement for domestic purpose 50 Wastewater generated from domestic use 80% of domestic water requirement) Water requirement for Flushing Purpose 16 Wastewater generated from Flushing 100% of flushing requirement) Total Wastewater generated 40+16= Water balance diagram is given in Figure-5. Consultant-Ascenso Enviro Pvt. Ltd. Page 13 of 20

14 Figure-5: Water Balance Diagram Treated Water: STP is not installed in the project so for the flushing and landscaping purpose fresh water will be used. However, total waste water generated is 56 KLD, which is being discharged into the sewer line which is in turn is connected to the CSTP for the treatment of the sewage of the project. The acknowledgement copy from the Greater Noida Authority for the discharge of the sewage into the CSTP has been attached as Annexure VI. 9. STORM WATER DRAINAGE The storm water disposal system for the premises shall be self-sufficient to avoid any collection/ stagnation and flooding of water. Maximum harvesting will be done within the site. Therefore, it has been decided to provide sufficient rain water harvesting at selected locations, which are liable to catch the maximum run-off from the area. Following are some measures for Storm water disposal: Consultant-Ascenso Enviro Pvt. Ltd. Page 14 of 20

15 1) Since the existing topography is congenial to surface disposal, a network of storm water pipe drains is planned adjacent to roads. All building roof water will be brought down through rain water pipes. 2) Proposed storm water system consists of pipe drain, catch basins and seepage pits at regular intervals for rain water harvesting and ground water recharging. 3) For basement parking, the rainwater from ramps will be collected in the basement storm water storage tank. This water will be pumped out to the nearest external storm water drain. 4) The peak rainfall intensity of 90mm/hr shall be considered for designing the storm water drainage system. 5) The entire site is provided with extensive planned underground drainage system with gravity connections to the Recharge pits. Overflow from last Recharge pit shall be connected to City Storm Water Drain. The arrangement provides appropriate protection to the site against flooding. 10. RAINWATER HARVESTING Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface ground water reservoir by adopting artificial recharge techniques. Advantages: To meet the ever increasing demand for water. To avoid flooding of roads. To augment the ground water storage and control the decline of water table levels. To reduce ground water pollution. To improve the quality of ground water. To reduce the soil erosion. To supplement domestic water requirement during summer, drought etc. Improves the quality of ground water through dilution when recharged to ground water. In saline areas, rain water provides good quality water and when recharged to ground water, it reduces salinity and also helps in maintaining balance between the fresh-saline water inter-faces. Consultant-Ascenso Enviro Pvt. Ltd. Page 15 of 20

16 Rainwater Harvesting Calculation for the project is given in Table-11 and Table-12. S. No. Type of Surface Table-11: Runoff Calculation of the Area Catchment Area (m 2 ) Runoff Coefficient Intensity of Rainfall (mm/hr) Intensity of Rainfall (m/hr) Runoff (m 3 /hr) 1. Total Roof /Terrace Area Green Area Paved Area Total Runoff (m 3 /hr) Total volume of storm (15 min retention time) Table-12: Numbers of Pits Calculation Volume of Recharge pit (2*2*0.9) 3.6 m 3 Volume of Desilting Chamber (5*5*5) m 3 Volume of Single recharge pit m 3 No of Pits Required 2.7 No of pits 2 pits As per the calculation provided above, the nos. of RWH Pits is required 2.7 Says 2 and 2 nos. of RWH pits has been provided. The locations of the RWH Pits are provided in the Table-13. Table-13: Location of Rain Water Harvesting Pits S.No. RWH Pit No. Direction 1 RWH Pit No.1 North-west 2 RWH Pit No.2 North-west The Plan showing the locations of RWH Pits is attached as Annexure-VII. Consultant-Ascenso Enviro Pvt. Ltd. Page 16 of 20

17 Figure-6 Typical Design of Rain Water Harvesting Pit 11. POWER REQUIREMENT The total electrical load demand has been estimated to be 150 KW, which is met by Noida Power Company Limited for the project. In case of power failure, 1 DG sets of total capacity of 250 KVA will be provided as power backup. The DG sets are provided with acoustic enclosure. Adequate stack heights of D.G. Sets will be provided as per the stipulated guidelines of Central Pollution Control Board (CPCB). Calculation of DG Stack Height: H = h (capacity of DG in KVA.) Where: H = Total height of stack in meter. h = Height of the building in meters where the generator set is installed. Consultant-Ascenso Enviro Pvt. Ltd. Page 17 of 20

18 KVA = Total generator capacity in the set of KVA. For 1 DG Sets of 250 KVA H= h+0.2 sqrt 1*250 h+ 0.2* h H= Say 3m 12. SOLID WASTE GENERATION AND MANAGEMENT The project has adopted a systematic approach for solid waste collection and disposal. Solid waste generated from the project will be collected properly and will be managed as per MSW Rules, The domestic solid waste will be generated by the occupants of the residential blocks, pertains to the two categories, Bio-degradable and Non-biodegradable. These solid wastes will be collected separately by putting three types of separate bins at the source of generation. For the biodegradable waste green bins will be provided, for the recyclable waste blue bins and for the non-recyclable waste dark grey bins will be provided. It is estimated that maximum solid waste generation would be about kg/day. Following are the solid waste generation rate has been considered as given in Table-14. S. No. Category of Solid Waste Waste Generation 1. Residential 0.3 to 0.6 kg/cap/day Total waste generated Table-14: Solid Waste Generation Rate Average Occupancy Waste generated kg/day * Source: Manual on Municipal Solid Waste Management, published by Central Public Health and Environmental Engineering Organization (CPHEEO), Ministry of Urban Development, Government of India. The E-waste generated will be managed as per the E-waste (Management and Handling) Rules The detailed Solid Waste Generation Management Plan is provided in Figure-7 below: Consultant-Ascenso Enviro Pvt. Ltd. Page 18 of 20

19 WASTE Organic Waste: Inorganic waste: Hazardous waste: E - waste: - Waste from cafeteria. - Waste from green belt and landscape Municipal Solid Wastes (Management and Handling) Rules, Plastic waste - Metal waste. - W aste from street sweeping - Municipal Solid Wastes (Management and Handling) Rules, Used Oil from DG Sets The Hazardous Wastes ( Management, H andling and Transboundary Movement) Rules, Information technology and telecommunication equipments - Consumer electrical and electronics Disposed to MSW sites for composting. It will be temporarily stored at the site. Will be disposed off through private waste collecting vendors after temporary storage at site. Temporary storage to be enabled through a 2 m x 2 m x 1m blue colored bin. Infrastructure required: 1) Trolleys 5 2) Blue Bins 2 Will be disposed through recylcer authorized by Central Pollution Control Board. On each disposal, Form 13 will be maintained and returns will be filled to the Pollution Control Board Infrastructure required: 1) 2 x 200 liter barrel with proper marking 2) Secondary containment in basement Will be disposed through recyclers authorized by Central Pollution control Board. Records will be maintained for the e - waste generated through Form 2 as per the E - Waste (Management and Handling Rules) Figure-7: Solid Waste Management Plan 13. FIRE FIGHTING SYSTEM The project site falls under residential occupancies according to National Building Code Following provisions are required to be made according to National Building Code The fire fighting system has been designed considering the following codes, manual and guidelines; National Building Code of India (NBC); Latest relevant NFPA codes, USA, in particular NFPA 13, 14, 20 & 22; IRI guidelines; As per requirement of fire officer/local fire approving authorities; and As per Indian Standard Code for Fire Protection (IS Codes) The Fire Fighting Plan is attached as Annexure-VIII. Consultant-Ascenso Enviro Pvt. Ltd. Page 19 of 20

20 14. DETAIL OF CONSTRUCTION MATERIAL List of building materials being used at site: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Stone for masonry work 5. Cement 6. Fly Ash 7. Reinforcement steel 8. Plywood & steel shuttering 9. Pipe scaffolding (cup lock system) 10. Bricks 11. Marble 12. P.V.C. conduit 13. MCBs/DBs 14. PVC overhead water tanks 15. Pave tiles 16. GI pipe 17. Wastewater lines 18. S.W. sewer line up to main sewer 19. PVC rain water down take 20. Stainless steel sink in kitchen 21. Insulated glass on external facade with ACP 22. Joinery hardware List of Machinery to be used during Construction is as follows: 1. Dumper : Shall be used for mud and material handling 2. Concrete mixer with hopper : for RCC work 3. JCB/Pockline : Shall be used for digging and earth work 4. Concrete Batching Plant : Will be used for concrete mixing 5. Road roller : For compacting the earth Consultant-Ascenso Enviro Pvt. Ltd. Page 20 of 20

21 Form- 1A Consultant-Ascenso Enviro Pvt. Ltd. Page 1 of 51

22 APPENDIX II (See paragraph 6) FORM-1 A (Only for construction projects listed under item 8 of the Schedule) CHECK LIST OF ENVIRONMENTAL IMPACTS (Project proponents are required to provide full information and wherever necessary attach explanatory notes with the Form and submit along with proposed environmental management plan & monitoring program) 1. LAND ENVIRONMENT (Attach panoramic view of the project site and the vicinity) Figure 1: Panoramic view of the project site 1.1 Will the existing land use get significantly altered from the project that is not consistent with the surroundings? (Proposed land use must conform to the approved Master Plan / Development Plan of the area. Change of land use if any and the statutory approval from the competent authority to be submitted). Attach Maps of (i) site location, (ii) surrounding features of the proposed site (within 500meters) and (iii) the site (indicating levels & contours) to appropriate scales. If not available attach only conceptual plans. Consultant-Ascenso Enviro Pvt. Ltd. Page 2 of 51

23 Land use Pattern: The project site is marked under category Residential as per Greater Noida Master Plan 2021 is given as Figure-2. An enhanced image showing the location of site on Greater Noida Master Plan 2021 is given as Figure-3. The site has been earmarked for the development of residential purposes. Hence no land use change is envisaged. The land use is not expected to get altered due to construction of project Site Location: M/s Satilila Sahkari Awas Samiti Ltd. has developed the Group housing Project at plot no 76, Sigma IV, Greater Noida, (U.P.). Geographically, the project site is located at: Latitude 28º N Longitude 77º E The location map showing the project site is given in Figure-4. Surrounding Features: The surrounding area of the project site possesses residential land use pattern. Since, the surrounding area has been developed as per the Greater Noida Master Plan The development in the project site will be consistent with the surroundings. A Google Map showing surrounding area of project within 500 m is shown in Figure-5. Consultant-Ascenso Enviro Pvt. Ltd. Page 3 of 51

24 Project Site Figure-2: Greater Noida Master Plan 2021 Consultant-Ascenso Enviro Pvt. Ltd. Page 4 of 51

25 Project Site Figure-3: Enhanced Image of Greater Noida Master Plan 2021 showing site location Consultant-Ascenso Enviro Pvt. Ltd. Page 4 of 51

26 Figure-4: Location Map showing the project site Consultant-Ascenso Enviro Pvt. Ltd. Page 5 of 51

27 Figure-5: Google Map showing surrounding areas of the project site within 500 m Consultant-Ascenso Enviro Pvt. Ltd. Page 6 of 51

28 1.2 List out all the major project requirements in terms of the land area, built up area, water consumption, power requirement, connectivity, community facilities, parking needs etc. M/s Satilila Sahkari Awas Samiti Ltd., has develop the Group housing Project at Plot no 76, Sigma IV, Greater Noida, (U.P.). Land Area: The Group housing Project is being developed on the total plot area of m 2. Built up Area: The built up area of the project is m2, includes the FAR and Non- FAR area. Water Consumption: During the operational phase, water source is municipal water supply. The total water requirement for the project has been estimated to be 76 KLD. This includes domestic water requirement, flushing, Swimming Pool and landscaping. Power Requirement: The source of power is being supplied by Noida Power Company Limited. The total electrical load demand has been estimated to be 150 KW. In case of power failure, 1 DG sets of total capacity of 250 KVA is provided as power back-up. Connectivity: Nearest railway station is Ajaibpur Railway Station at an aerial distance of 3.86 km towards North. Dankaur Railway Station at an aerial distance of 9.36 km towards South East. Nearest Airport is Indira Gandhi International Airport at an aerial distance of km towards North West. The site is well connected to the NH-91, Yamuna Expressway and Surajpur Kasna Road. Community Facilities: The project site is surrounded by many schools and hospitals such as: Schools/ College: Galgotia College of Engineering and Technology is 6 km in West and Bakson Homoepathic Medical College is 5.83 km in West. Hospitals: Krishna Lifeline Hospital is 2.89 km in North-West and Sehdeo Hospital is 4.86 km in West. Parking Requirements: The total parking required for the project is 397 ECS as per the MoEF, while parking provided is 427 ECS and 307 nos. for scooter parking (Two wheelers) in the project. Consultant-Ascenso Enviro Pvt. Ltd. Page 7 of 51

29 1.3 What are the likely impacts of the proposed activity on the existing facilities adjacent to the proposed site? (Such as open spaces, community facilities, details of the existing land use, disturbance to the local ecology). The project development has been carried out as per the Greater Noida building by-laws; hence no negative impact is envisaged due to development. Further, the construction as well as operation stage of the project generated direct and indirect employment opportunities for a large section of society. The employment is having positive impact thereby improving the quality of life. The main areas of concern which can pose a significant impact are Emissions from D.G. Sets, Noise from D.G. Sets and Sewerage discharge. Mitigation options are mentioned below: Emission from the numbers of DG sets: Proper stack height will be provided as per CPCB/MoEF guidelines; Noise from DG sets: Acoustic enclosure will be provided for D.G. sets. Further, there shall not be any change in the land use pattern due to the project. The area is for Residential purposes earmarked as per Greater Noida Master Plan The project site was vacant land with scanty vegetation mainly herbs and shrubs and possesses no existing structure. Hence, no clearance of vegetation, no felling of trees and structure was done. The green area developed is about 50% of open area to provide beautiful and natural environment. The green area developed as shelter belt, along with avenue plantation on both sides of road lawns area including herbs and shrubs. The indigenous/local plants has been planted, which increase the aesthetic value of the area. Hence, there is no disturbance to the local ecology of the area. 1.4 Will there be any significant land disturbance resulting in erosion, subsidence & instability? (Details of soil type, slope analysis, vulnerability to subsidence, seismicity etc may be given). The project do not affect any land disturbance resulting in erosion, subsidence and instability. The area is not susceptible to erosion. Soil Type: Geologically, Greater Noida forms a part of the Ganga Yamuna Alluvial Plain which is subdivided in flood plain, upland & land adjacent to Patawata (Source: CGWB ) Consultant-Ascenso Enviro Pvt. Ltd. Page 8 of 51

30 The Soil sample was collected from the project site and the results are given in Table-1 below: Slope Analysis: S.No. Table-1: Result of Soil Quality Water Bulk Moisture Holding Density (g/cm 3 (%) Capacity ) (%) Conductivity, μmhos/cm Parameter Chemical Property ph 8.74 Available Potassium as K 2 O (Kg/Hectare) 4.3 Sodium as Na (%) 1.6 Cation Exchange Capacity (as CEC), meq/100gm 0.7 Nitrates as (NO - 3 Nitrogen) (Kg/Hectare) 37.8 Organic matter (%) 3.7 Exchangeable Calcium (as Ca) meq/100gm 1.52 Magnesium Content (as Mg) meq/100gm 0.42 Available Phosphorous as K 2 O (Kg/Hectare) 4.3 Reference Methods: Soil Chemical analysis by Jackson, M.L The topography of the City is almost plain. (Source: CGWB ) The project area possesses fairly plain terrain with negligible drainage slope of the project site. Subsidence/Erosion: Proper greening and paving of site area will not cause any soil subsidence problem. Seismicity: The whole country has been divided into 5 Seismic zones as per maximum intensity of Modified Mercalli Scale (MMS). The project site lies in Seismic Zone IV, called as High Damage Risk Zone. Seismic zone classification of National Capital Territory is shown in Figure 6. Consultant-Ascenso Enviro Pvt. Ltd. Page 9 of 51

31 PROJECT SITE Source: Indian Meteorological Department Figure-6: Map showing the Seismic Zone classification of Uttar Pradesh 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). District of Gautam Budh Nagar is drained by river Yamuna and its tributaries namely- Hindon River and Bhuriya nadi. All these drainage ways flow in a southerly or southeasterly course. These streams generally follow a meandering course through narrow flood plains. The topography of the City is almost plain. (Source: CGWB ) The drainage system has been designed accordingly. No natural water course is passing through the project site. So, the project is not likely to alter or obstruct any natural drainage system. Drainage Map of the project site is given in Figure-7 below: Consultant-Ascenso Enviro Pvt. Ltd. Page 10 of 51

32 Figure-7: Drainage Map within 5 km of the Project Site 1.6 What are the quantities of earthwork involved in the construction activity-cutting, filling, reclamation etc. (Give details of the quantities of earthwork involved, transport of fill materials from outside the site etc?) During Construction phase, excavation was carried out to for foundations and for establishing the pillar, excavated material was used and no extra material was used. All the topsoil excavated during construction activities was stored for use in horticulture/landscape development within the project site. The lower strata earth was used for filling the plinths, road substructure and leveling low lying areas. 1.7 Give details regarding water supply, waste handling etc. during the construction period. Water required during the construction period was supplied by private water tankers. Water was used in the construction activity for cement mixing, sprinkling, dust suppression and domestic purposes of the construction workers. Consultant-Ascenso Enviro Pvt. Ltd. Page 11 of 51

33 The only source of wastewater during the construction was domestic sewage of construction workers and water used in construction activities and it was disposed through soak pits through septic tanks. Waste Generation/Handling: Waste generated during the construction period included construction waste and solid waste that was stored in a separate covered area so as to prevent damage to property and personnel working at the project site. Further, most of the construction debris was used for filling activities and the rest was disposed off through authorized recyclers. Major types of construction wastes generated from the Project: - Clean Fills: Clean fill is uncontaminated soil, rock, sand, gravel, concrete, asphaltic concrete, cinder blocks brick, minimal amounts of wood and metal and inert (non-reactive) solids for fill, reclamation or other beneficial use. Minimal means the smallest amount possible. Recovered Materials Recovered Materials are those removed for reuse (lumber, doors, windows, ceramic tile and glass) and those removed to be recycled into new products. Potentially recyclable construction and demolition wastes include scrap metals, asphalt shingles, sheet rock, lumber, glass and electrical wire. Regulated construction and demolition waste Regulated construction and demolition wastes are those not classified as clean fill and not being reused or recycled. Regulated non-hazardous construction and demolition wastes were disposed off at a permitted landfill or transfer station. Scrap metal painted with heavy metals were sent to a salvage yard for recycling. 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). There are no low lying areas and wetlands in near vicinity of the project site. So, there will be no impact. Consultant-Ascenso Enviro Pvt. Ltd. Page 12 of 51

34 1.9 Whether construction debris & waste during construction cause health hazard? (Give quantities of various types of wastes generated during construction including the construction labor and the means of disposal). During construction period, source of fugitive dust generation was by material handling and vehicular movement. Impact due to fugitive dust emission was negligible as water sprinklers were used to suppress fugitive dust emission as and when generate. However, the impacts were confined to laborers/workers particularly with regard to occupational exposure. Proper Personal Protective Equipments were provided to the workers working in the potential areas (e.g. masks, ear plugs etc.). Careful design, planning and good site management minimized waste of materials such as concrete, mortars and cement grouts. Construction wastes were segregated as much as possible at site itself to increase the feasibility of recycling concrete and masonry as filling material and steel pieces as saleable scrap. Litter disposal and collection points were established around the work sites. Empty packaging materials, drums, glass, tin, paper, plastic, pet bottles, wood, and other packaging materials, etc were disposed through recyclers. The construction spoils were temporarily stored at designated dumpsite located inside the site premises. Later on these wastes were used for land filling / leveling work within the site premises. An estimate of the average composition of waste generated from the onsite construction activities given in Table-2. Table-2: Waste Composition - During Construction Phase Sl. No. Constituents Percentage Composition 1 Soil, Sand and Gravel Brick and Masonry Concrete Metal Bitumen Wood Other 1.02 Total 100 Source: TIFAC Report Utilization of Waste from Construction Industry, 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. Consultant-Ascenso Enviro Pvt. Ltd. Page 13 of 51

35 During Operation Phase: Water requirement is being supplied through municipal supply. The total water requirement for the project is about 76 KLD. This includes domestic water requirement, flushing, Swimming pool and landscaping. Details of break-up of water requirement are given in Table 3. Table 3: Details of water requirement S. No. Description Population Residential Unit Water Consumptio n (Liter) Total Water Required (KLD) Domestic Water (KLD) Flushing Water (KLD) 1. Permanent Population lpcd Visitor lpcd Swimming Pool Horticulture ( m 2 ) TOTAL 1 liter/ sq m KLD Says 76 KLD KLD Says 50 KLD a. KLD Says 16 KLD Consultant-Ascenso Enviro Pvt. Ltd. Page 14 of 51

36 Figure 8: Water Balance Diagram 2.2. What is the capacity (dependable flow or yield) of the proposed source of water? Water requirement is being supplied through municipal supply. The total water requirement for the project is about 76 KLD. This includes domestic water requirement, flushing, Swimming pool and landscaping What is the quality of water required, in case, the supply is not from a municipal source? (Provide physical, chemical, biological characteristics with class of water quality) The water during the operation phase is being met through municipal water supply The supplied drinking water is as per Bureau of Indian Standards (BIS) and IS: 10500:2012. Although sample from nearby bore well was collected and analyzed. The ground water analysis report is given in Table 4. Consultant-Ascenso Enviro Pvt. Ltd. Page 15 of 51

37 Table 4: Ground Water Monitoring Result S. No. Parameter Unit Results Requirement (Acceptable Limit) 1. Colour Hazen <5 <5 2. Odour - Agreeable Agreeable 3. Turbidity (NTU) < ph Value Total Dissolved Solids mg/l Aluminum (as Al) mg/l < Ammonia as total ammonia-n mg/l < Anionic Detergent as MBAS mg/l < Barium as Ba mg/l < Boron (as B) mg/l < Calcium (as Ca) mg/l Chloramines as Cl 2 mg/l < Chlorides as Cl mg/l Copper (as Cu) mg/l mg/l < Fluorides as F mg/l Free Residual Chlorine mg/l < Iron (as Fe) mg/l Magnesium (as Mg) mg/l mg/l Manganese (as Mn) mg/l < Mineral Oil mg/l < Nitrate (as NO 3 ) mg/l Phenolic Compound mg/l < Selenium (as Se) mg/l < Silver as Ag mg/l < Sulphate (as SO 4 ) mg/l Sulphide as H 2 S mg/l < Total Alkalinity as CaCO 3 mg/l Total Hardness (as CaCO3) mg/l Zinc (as Zn) mg/l < Total Coliform MPN/100ml ND ** 31. E-Coli Per 100ml ND ** **Shall not be detectable in any 100ml sample Consultant-Ascenso Enviro Pvt. Ltd. Page 16 of 51

38 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) There is no recycling of wastewater being done. Sewage generated is being discharged into the sewer line which in turn is connected to the Greater Noida Authority CSTP for the treatment Will there be diversion of water from other users? (Please assess the impacts of the project on other existing uses and quantities of consumption). Water demand of this region is not being affected due to project as the source of water is Municipal water; ground water is not being abstracted. Hence, no likely impact on others user is noticed What is the incremental pollution load from wastewater generated from the proposed activity? (Give details of the quantities and composition of wastewater generated from the proposed activity). During the operational phase, 56 KLD of waste water is being generated which is being discharged into the sewer line which in turn is connected to the Greater Noida Authority CSTP for treatment. The waste water generation is given in Table 5. Details Table 5: Details of Wastewater Generation Water (KLD) Water requirement for domestic purpose 50 Wastewater generated from domestic use 80% of domestic water requirement) 40 Water requirement for Flushing Purpose 16 Wastewater generated from Flushing 100% of flushing requirement) 16 Total Wastewater generated 40+16= Give details of the water requirements met from water harvesting? Furnish details of the facilities created. Rainwater Collection Potential for Reuse or Recharging Rainwater harvesting is the activity of direct collection of rainwater. Collected Rainwater will be stored for direct use or for recharging the groundwater. Rain Water Harvesting is the technique through which rain water is captured from the roof and paved surfaces and stored in sub-surface ground water reservoir by adopting artificial recharge techniques. The run off calculations for Rain Water Harvesting are shown in Table-6 and for pits in Table-7. Consultant-Ascenso Enviro Pvt. Ltd. Page 17 of 51

39 Table-6: Runoff Calculation of the Area S. No. Type of Surface Catchment Area (m 2 ) Runoff Coefficient Intensity of Rainfall (mm/hr) Intensity of Rainfall (m/hr) Runoff (m 3 /hr) 1. Total Roof /Terrace Area Green Area Paved Area Total Runoff (m 3 /hr) Total volume of storm (15 min retention time) Table-7: Numbers of Pits Calculation Volume of Recharge pit (2*2*0.9) 3.6 m 3 Volume of Desilting Chamber (5*5*5) m 3 Volume of Single recharge pit m 3 No of Pits Required 2.7 No of pits 2 pits As per the calculation provided above, the nos. of RWH Pits is required 2.7 Says 2 pits, and we are proposing 2 nos. of RWH pits What would be the impact of the land use changes occurring due to the proposed project on the runoff characteristics (quantitative as well as qualitative) of the area in the post construction phase on a long term basis? Would it aggravate the problems of flooding or water logging in any way? There will not be such impact as the project will be developed on a land base which is for residential purpose as per the Master Plan As the project site is almost plain land and the topography of the site is not anticipated to change due to the project activities, hence, no impacts are expected on the drainage profile or runoff characteristics after construction phase. A network of storm water drain is provided all along the direction along the main roads and cross roads of suitable area size. All storm water drains will be covered with RC slabs so as to prevent the entry of soil and dust. Storm water collected through storm water drains and Consultant-Ascenso Enviro Pvt. Ltd. Page 18 of 51

40 discharged into existing Storm Water Drains. Storm water drains will be constructed on all the edges of roads. The project will have a storm water management system aiming at Maximum uses of Storm water. The system will include collection of storm water and roof-top rainwater and recharging through designed RWH systems. Excess storm water will be discharged outside of the project site through a drainage system. The project would not aggravate the problems of flooding or water logging in anyway What are the impacts of the proposal on the ground water? (Will there be tapping of ground water; give the details of ground water table, recharging capacity, and approvals obtained from competent authority, if any) Adequate management measures are suggested to protect the water quality during construction phase. Excavation during monsoon season will be avoided. Care would be taken to avoid soil erosion. Community toilets shall be constructed on the site during construction phase and the wastewater will be recycled and reused to avoid entering in to the water bodies. Any area with loose debris within the site shall be planted. To prevent surface and ground water contamination by oil/grease, leak proof containers would be used for storage and transportation of oil/grease. The floors of oil/grease handling area would be kept effectively impervious. Collection and settling of storm water, prohibition of equipment wash downs, and prevention of soil loss and toxic release from the construction site will be adhered to minimize water pollution. Figure-9 and Figure-10 shows Hydrogeology map of India and categorization of Blocks. Figure-11 shows Depth to water level in post monsoon. Figure-12 shows area identified for artificial recharge in Uttar Pradesh. Consultant-Ascenso Enviro Pvt. Ltd. Page 19 of 51

41 Project Site Figure-9: Hydrological Map of India Project Site Figure 10: Categorization of Blocks Consultant-Ascenso Enviro Pvt. Ltd. Page 20 of 51

42 Project Site Source: CGWB 2013 Figure-11: Depth to Water level (Post Monsoon) Consultant-Ascenso Enviro Pvt. Ltd. Page 21 of 51

43 Project site Figure-12: Areas identified for Artificial Recharge in Uttar Pradesh What precautions/measures are taken to prevent the runoff from construction activities polluting land & aquifers? (Give details of quantities and the measures taken to avoid the adverse impacts) During Construction phase suitable garland drain as per the existing contours of the plot was developed to avoid any chance of contamination due to runoff. In operation phase most of the storm water produced on site will be harvested for ground water recharge. Thus proper management of this resource will be ensured, that it is free of contamination. A detailed Storm Water Management Plan will be developed which will consider the sources of storm water. The plan will incorporate best management practices which will include the following: Regular inspection and cleaning of storm drains. Installation of clarifiers or Oil/Water separators system of adequate capacity around parking areas and garages as per requirement. Cover waste storage areas. Avoid application of pesticides and herbicides before wet season. Consultant-Ascenso Enviro Pvt. Ltd. Page 22 of 51

44 Conducting routine inspections to ensure cleanliness. Preparation of spill response plans, particularly for fuel and oil storage areas. Provision of silt traps in storm water drains. Good housekeeping in the above areas. Precautions /Measures Taken to Prevent the Run-Off from Construction Activities Domestic Wastewater from Toilets: Domestic wastewater generated from the toilets will be was disposed through soak pits and septic tanks during construction purpose How is the storm water from within the site managed? (State the provisions made to avoid flooding of the area, details of the drainage facilities provided along with a site layout indication contour levels). Most of the storm water will be managed through Rain water harvesting technology. The storm water management plan will include practices as stated Regular inspection and cleaning of storm drains. Installation of clarifiers or Oil/Water separators system of adequate capacity around parking areas and garages as per requirement. Cover waste storage areas. Avoid application of pesticides and herbicides before wet season. Conducting routine inspections to ensure cleanliness. Preparation of spill response plans, particularly for fuel and oil storage areas. Provision of silt traps in storm water drains. Good housekeeping in the above areas Will the deployment of construction laborers particularly in the peak period lead to unsanitary conditions around the project site (Justify with proper explanation). There was no unsanitary condition around the project site during peak period of the construction activity. The construction labors hired were mostly temporary basis and proper sanitary facility like common bating places, mobile toilets were provided to labors. Sewage was disposed through septic tanks and soak pits 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). Total waste water generated is 56 KLD, which is being discharged into the sewer line which is in turn is connected to the CSTP for the treatment of the sewage of the project Give details of dual plumbing system if treated waste is used for flushing of toilets or any other use. Consultant-Ascenso Enviro Pvt. Ltd. Page 23 of 51

45 Dual Plumbing system has not been adopted. Total waste water generated is being discharged into the sewer line which is in turn is connected to the CSTP for the treatment of the sewage of the project. 3. VEGETATION 3.1. Is there any threat of the project to the biodiversity? (Give a description of the local ecosystem with its unique features, if any) There is no such area within 10km radius of the project site. Even the local flora and other species are not being affected due to the pre and post construction activities. Also, there are no eco-sensitive areas in the project vicinity Will the construction involve extensive clearing or modification of vegetation? (Provide a detailed account of the trees & vegetation affected by the project) The project site was a fallow land and devoid of any vegetation. Therefore, no clearing or modification of vegetation was required What are the measures proposed to be taken to minimize the likely impacts on important site features (Give details of proposal for tree plantation, landscaping, creation of water bodies etc along with a layout plan to an appropriate scale?) The following steps were taken to minimize the likely impacts on the surrounding environment. As per the Forest Conservation Act, The compensatory afforestation plan will be prepared, if required for the recovery of greenery loss due to construction activities. The Green Belt is provided for clean, healthy and beautiful green environment for the people to live in and work in. Within the project site green belt to be developed by plantation of various species of plants, shrubs to create a clean, healthy and aesthetic environment that provides a visual retreat and relaxation to the occupants of the project. A combination of evergreen trees and ornamental flowering trees and shrubs is used in the project site. The plantation arrangement would be based on optimal use of available land and quantum of irrigation water and treated waste water. The capability of plants to act as a sink for air contaminants has been addressed by a number of reviews. Various studies indicate that the surface of vegetation provides a major filtration and reaction surface to the atmosphere for removing pollutants from the atmosphere. Therefore, the green belt is essential feature of any developmental project because it acts as a pollution cleaning region, improvement of the aesthetic value of the project and a noise buffer. About 17 species of plants including trees, shrubs, climbers and hedge species are planted for plantation and list is provided in Table-8 below: Consultant-Ascenso Enviro Pvt. Ltd. Page 24 of 51

46 The procedure for tree felling and forest land diversion (if evolved) to be minimize or issue to addressed as per the guidelines of the Forest (Conservation) Act, The trees planted in green belt development are given in Table-8. Table-8: Species used for Greenbelt Development S.No. Scientific Name Common Name 2. Plumeria Alba Pagoda Tree 3. Cassia Siamea Kassod Tree 4. Bauhinea blakena Kachnar 5. Bauhinea alba Orchid Tree 6. Cassia fistula Golden Shower 7. Callistemon Bottle Bottle Brush 8. Alstonia scholaris Black Board Tree 9. Erythrina indica Pangar 10. Delonix regia Gulmohar 11. Nyctantches arbor-tristis Harsingar 12. Largerstoemia speciosa Pride Of India 13. Bombax Cotton Tree 14. Azadirachta indica Neem 15. Putranjiva roxburghii Putranjiva 16. Neolamarckia cadamba Kadamb 17. Corisia Silk Floss tree 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. The site is within the Greater Noida Urban area, an urbanized land and devoid of forestation so in the existing conditions, this place is not the habitat for any wild fauna. There has not been any type of displacement or any other effect on the local fauna due to project activities Any direct or indirect impacts on the avifauna of the area? Provide details. The following impacts to be observed after completion of the project. After green belt development, the planted trees and shrubs provides shelters and shed especially to the birds and other domesticated animals and human being. Within the project site, proper landscaping has been done to provide a clean, healthy, and beautiful green environment for the people to live and work in. Consultant-Ascenso Enviro Pvt. Ltd. Page 25 of 51

47 The common native variety of trees and ornamental flowering species are planted in the green space Prescribe measures such as corridors, fish ladders etc to mitigate adverse impacts on fauna. These measures are not applicable for this project. 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) Negligible amount of pollutants are being emitted due to the increase in vehicles from the project and from the DG sets. Since sufficient green belt has been developed, it helps significantly to control air pollution. The project is non polluting in nature and is not altering the environment significantly. The site is not causing heat islands effects because of the development of greenbelts and green covers in the site Monitoring of the Ambient Air Quality was done in the month of January 2014 and the background air quality results are provided in the Table-9. Table -9: Results of Air Monitoring S. No. Date Location PM 2.5 PM 10 SO 2 NO 2 CO Jan 2014 AQ Jan 2014 AQ Jan 2014 AQ Jan 2014 AQ NAAQS The results of monitoring suggest that all parameters except PM 10 (Reason) were below the prescribed limit as set by Central Pollution Control Board What are the impacts on generation of dust, smoke, odorous fumes or other hazardous gases? Give details in relation to all the meteorological parameters. The project is currently in operation phase, Main air pollution causing agents are vehicular movement and use of DG sets in case of power failure. Stacks for DG sets have been provided with proper height as per CPCB guidelines and emissions from DG sets are within stipulated norms as per NAAQS. Consultant-Ascenso Enviro Pvt. Ltd. Page 26 of 51

48 5.3. Will the proposal create shortage of parking space for vehicles? Furnish details of the present level of transport infrastructure and measures proposed for improvement including the traffic management at the entry & exit to the project site. No, the project is not having shortage of parking space for the vehicle. The project has sufficient parking facilities and space. Parking facility has been provided as per the norms and standards of the MoEF. The total parking space provided is for 427 cars and 307 Two Wheelers which includes parking for Permanent Population, Floating Population and Visitors Provide details of the movement patterns with internal roads, bicycle tracks, pedestrian pathways, footpaths etc., with areas under each category. Internal road of adequate width has been provided for internal traffic management. Adequate lighting arrangement has been provided covering all corners. Footpaths/pedestrian pathways are well planned for the project Will there be significant increase in traffic noise & vibrations? Give details of the sources and the measures proposed for mitigation of the above. Sources of traffic noise & vibrations in construction phase: Construction vehicles (Majorly Trucks & JCBs, Road rollers etc.) The trucks carrying materials such as concrete bags, construction debris etc. was serviced regularly and there was speed limit for all the vehicles moving within the project site. Proper maintenance of the internal roads was carried out, encourage vehicle owners to not to blow horns. The movement of vehicles was also restricted to day time so as to reduce the disturbances in nearby areas of project site during night. Sources of traffic noise in operation phase: Light motor vehicles & 2-wheelers There is negligible effect of vibration from movement of light vehicles and 2 wheelers. To mitigate the noise effects vehicle owners are encouraged for regular checks of their vehicles. Maximum parking is provided in the basement. Moreover the effect of noise is further minimized by plantation on the sides of internal roads, on the open spaces inside and around the periphery of whole project site What will be the impact of DG sets & other equipment on noise levels & vibration in & ambient air quality around the project site? Provide details. During operational phase of the project, there is 1 DG Sets having capacity 150 KW for project. These are outdoor type DG having acoustic enclosure. Impact of D.G. sets on noise & vibration and mitigation measures adopted in construction and operational phase: Consultant-Ascenso Enviro Pvt. Ltd. Page 27 of 51

49 D.G. sets if not enclosed in acoustic enclosures will contribute to significant increase in noise levels at the project site. However the D.G. sets used during construction and operation phase were enclosed in an acoustic enclosure to reduce the noise. The DG sets foundation was comprises of heavy weight inertia concrete block. The generator was mounted on Cushy Foot mounting and the concrete block was isolated from the adjoining floor. Thus no vibration impacts are expected from the DG sets. The D.G. sets will be checked for noise every 6 months. The noise level of 1 DG sets will be maximum 75dB (A) (at 1.0 m distance) & the insertion loss will be maintained at minimum 25 db as per the prescribed compliance standards of the MoEF {Noise pollution (regulation & control) (Amendment) rule 2010}. Impact of D.G. sets on ambient air quality and mitigation measures to be adopted: The D.G. Set emission consist of following pollutants 1. Hydrocarbon+ NO x 2. Carbon Monoxide (CO) 3. Particulate Matter (PM) 4. Smoke If unchecked the emissions from D.G sets will increase the concentration of above mentioned pollutants in the atmosphere. To mitigate the polluting effects of D.G. sets following mitigation measures will be taken, A. Use of High Speed Diesel as a fuel to run D.G. sets B. Provision of stack with height as prescribed by Central Pollution Control Board. C. Emission test of D.G. stacks every 6 months to check the concentration of pollutants 6. AESTHETICS 6.1. Will the proposed constructions in any way result in the obstruction of a view, scenic amenity or landscapes? Are these considerations taken into account by the proponents? Not Applicable, as project currently is in operation phase. The site lies in an urbanized settlement and is well planned. The project development has been as per the Master plan of Greater Noida Thus, there is no obstruction of view or scenic beauty or landscape Will there be any adverse impacts from new constructions on the existing structures? What are the considerations taken into account? Project currently is in operation phase. There are no negligible adverse impacts from the operation of the project. All precautions are being taken to mitigate the impact due to water air and noise pollution during operation phase. Consultant-Ascenso Enviro Pvt. Ltd. Page 28 of 51

50 6.3. Whether there are any local considerations of urban form & urban design influencing the design criteria? They may be explicitly spelt out. Local considerations have been followed based on the urban form and urban design criteria. The project has been constructed within the designated site as per the defined building bye laws of Greater Noida Industrial Development Authority Are there any anthropological or archaeological sites or artifact nearby? State if any other significant features in the vicinity of the proposed site have been considered. Within the project influence area, there are no significant archeological sites or artifacts nearby. Since all the activities during the operation stage, are being carried out within the project premises hence no impact on any type of archeological monuments are envisaged. 7. SOCIO-ECONOMIC ASPECTS 7.1. Will the proposal result in any changes to the demographic structure of local population? Provide the details. Establishment of any residential project like Group Housing Project, plotted development leads to socio-economic changes. Development of a society that will stand robustly against economic or natural calamities largely depends on residential stability. It fulfills the required demand for housing needs for the development of country. Influx of population leads to change in social & economic status of the community. The project involved the construction of residential houses and commercial facilities with number of amenities like parking facilities, lawns and jogging tracks, one entry/exits with guard rooms for security and DG sets for power back up etc Give details of the existing social infrastructure around the proposed project. The existing Social infrastructure around the project is as shown in Table-10. S. No. 1. Nearest Railway Station 2. Nearest Airport Table-10: Social Infrastructure around the project site. Connectivity & Site Surroundings Ajaibpur Railway Station at an aerial distance of 3.86 km towards North. Dankaur Railway Station at an aerial distance of 9.36 km towards South East. Dadri Railway Station at an aerial distance of 9.38 km towards North. Indira Gandhi International Airport at an aerial distance of km towards North West. 3. State Boundary U.P.-Delhi State Boundary is located at an aerial distance of Consultant-Ascenso Enviro Pvt. Ltd. Page 29 of 51

51 4. Nearest Highway 5. Water Bodies 6. Nearest School/College 7. Nearest Hospital 8. Places of worship approx.8.87 km in West. NH-91 is 8 km in North East. Yamuna Expressway is 5.41km towards West. Surajpur Kasna Road is 2.28 km towards South west River Hindan is 6 km towards West River Yamuna is 9 km towards West Galgotia College of Engineering and Technology is 6 km in West Bakson Homoepathic Medical College is 5.83 km in West. Krishna Lifeline Hospital is 2.89 km in North-West Sehdeo Hospital is 4.86 km in West Sai Mandir is 3.81 km in West. Sarveshwar Dham mandir is 4.17 km towards North West 7.3. Will the project cause adverse effects on local communities, disturbance to sacred sites or other cultural values? What are the safeguards proposed? No, the development will not have adverse effects on local communities. On the contrary, it is expected that there will be positive impacts due to development of the project. Positive impacts would include improvement in residential stability directly and economic condition of society indirectly. Respect to the local sacred sites and other cultural phenomena will be the integral part of the project. The project also strengthens the defense and security of local community. 8. BUILDING MATERIALS 8.1. May involve the use of building materials with high-embodied energy. Are the construction materials produced with energy efficient processes? (Give details of energy conservation measures in the selection of building materials and their energy efficiency). The main construction materials utilized in the construction of the project include Stone Aggregate, Coarse sand/fine sand, Steel, Fly Ash, Sand Stone, Granite/Marble, Bricks, and Blocks, glass etc. The embodied energy content of the material is given in Table-11 Primary Energy Requirement Very High Energy Table-11: Embodied Energy Content of the Material Aluminum Stainless steel Plastic Copper Steel Lead Materials Primary Energy Requirement (Gj/tonne) Consultant-Ascenso Enviro Pvt. Ltd. Page 30 of 51

52 High Energy Medium Energy Glass Cement Plasterboard Lime Clay bricks and tiles Gypsum Plaster Concrete Sand, aggregate <0.5 Source: Manual on norms and standards for environment clearance of large construction projects, MoEF These construction materials were procured from the reputed suppliers/manufacturers and are produced with energy efficient processes. Most of the quality grade building material production facilities and industries now use energy efficient processes. All the items to be used project were as per the National Building Code specification Transport and handling of materials during construction may result in pollution, noise & public nuisance. What measures are taken to minimize the impacts? The transport and handling of materials during construction phase had impacts on air and noise emissions in the vicinity. Thus, to control this, various mitigation measures were adopted to minimize the impacts. Air Emissions Dust Suppression: The most cost-effective dust suppressant applied to mitigate airborne dust was water, because of its efficiency as well as ready availability on the construction site. Water was applied using water trucks, handheld sprays and automatic sprinkler systems depending on the location. Water spraying at the site also effectively suppressed dust generated. Results have proven that for about 80% of such active area(s), the water spray suppresses airborne dust by about >90%. Emission Control for Construction Equipment/Vehicles: Construction equipment and heavy transport vehicles met emission standards like Bharat Stage -III requirements for vehicles. The operation and maintenance of all vehicles, equipments deployed on site by different contractors were regulated and effectively monitored. The Pollution under Control (PUC) certification were ensured for proper O&M of vehicles. Improved Maintenance: Recognizing that significant emission reductions was achieved through regular equipment and vehicle maintenance, all site contractors were asked to take necessary steps for proper maintenance of vehicle and equipments. A monetary incentive/ disincentive provision encouraged contractors to comply with regular maintenance requirements. Consultant-Ascenso Enviro Pvt. Ltd. Page 31 of 51

53 The fuel used in the equipments, DG sets and vehicles was of good quality with low Sulphur percentage by following the norms prevailing in project area. Reduction of On-site Construction Time: The heavy construction activities were confined to the daytime to avoid higher impacts during the night time. During daytime, there was higher atmospheric dilution. Rapid on-site construction reduced the duration of traffic interference and therefore, reduces emissions from traffic delay. Off-site fabrication of various moulded structural components, obtaining proper cut size of stone, pre-fabricated concrete slabs, etc. enhanced the quality of work environment at the construction site because other factors such as traffic congestion and emissions are then not relevant. Noise Emissions The mitigation measures concerning technological control at source (of vehicles) met the minimum compliance requirements for manufacturing stage. Besides these, other measures preventive nature implied are as follows: Restriction of Time of Construction: The heavy construction and transport activities were restricted to daytime operation when the background noise levels were high so that impacts like sleep disturbance during the night time were avoided. Provision of Noise Barrier: No extra barrier was provided because it is within the premises of the project site. Proper Maintenance of Construction Equipment/Vehicles: Proper operation and maintenance of heavy equipment as well as transport vehicles ensured lower noise emissions. Occupational & Passive Protection: Ear plugs, ear muffs, etc. were provided to workers handling high noise equipment or stone cutting operations to protect them from high noise exposure Are recycled materials used in roads and structures? State the extent of savings achieved? Fly ash used materials were utilized for paving work etc,. Also, the construction waste (particularly the construction debris) was used on the project site for leveling purposes. An approximate saving of 5% to 7% had been achieved Give details of the methods of collection, segregation & disposal of the garbage generated during the operation phases of the project. The project is expected to generate certain types of wastes which would include both nonhazardous and some hazardous wastes. The non-hazardous wastes generated at the project Consultant-Ascenso Enviro Pvt. Ltd. Page 32 of 51

54 would be municipal solid waste including paper & cardboard wastes, food wastes, plastic wastes etc. It is estimated that total quantity of municipal solid waste generated will be approx kg/day from the project. Biodegradable Non- Biodegradable Organic Waste Disposed to MSW sites for composting Final disposal through Government approved agency. or disposed to MSW site Figure-13: Solid Waste Management during Operation Phase Collection: The solid waste expected to be generated by the population. A door to door collection is being carried out by private vendors which will be selected by the Residential Welfare Association. Segregation: The solid waste is generated by the population in the project can be broadly categorized into bio-degradable and non-biodegradable. These solid wastes are collected separately by putting Consultant-Ascenso Enviro Pvt. Ltd. Page 33 of 51