CONCEPTUAL PLAN COMMERCIAL PROJECT Located at PLOT NO. A & B, ECO CITY, SECTOR-75, NOIDA, UTTAR PRADESH

Transcription

1 COMMERCIAL PROJECT Located at PLOT NO. A & B, ECO CITY, SECTOR-75, NOIDA, UTTAR PRADESH BY M/s. AIMS MAX GARDENIA DEVELOPERS PVT. LTD.

2 CONTENTS S.NO. DESCRIPTION PAGE NO. 1. INTRODUCTION SITE LOCATION AND SURROUNDINGS CONNECTIVITY AREA STATEMENT POPULATION DENSITY WATER REQUIREMENT WASTEWATER GENERATION & TREATMENT SEWAGE TREATMENT TECHNOLOGY RAIN WATER HARVESTING VEHICLE PARKING FACILITIES POWER REQUIREMENT SOLID WASTE GENERATION GREEN AREA DETAILS OF CONSTRUCTION MATERIALS LIST OF MACHINERY USED DURING CONSTRUCTION 102

3 INTRODUCTION M/s Aims Max Gardenia Developers Pvt. Ltd. has proposed to develop a new Commercial Project named Spectrum@Metro-II at which could be called an identical project to Spectrum@Metro located at Plot No. C &D, Eco City, Noida; to which EC has been granted by SEIAA, U.P. The plot area of the proposed project measures 34,570 m 2 (8.542 acres) and estimated built-up area is 2,05,493 m 2. As per the built-up area of the proposed project, the project falls in the category 8(b) under the schedule of EIA Notification, The documents for sub-lease have been enclosed as Annexure I. The project comprises of following facilities: Commercial Shops Food Court Restaurants Clubs Banquets Multiplexes Service Apartments SITE LOCATION AND SURROUNDINGS The project is located at The geographical co-ordinates of project site are 28 34'37"N & 77 22'42"E. Google Earth image showing project site & surroundings (within 30 m and 500 m) detail is attached as Annexure II and III respectively. CONNECTIVITY The project site is well connected through the transport facilities. The nearest connecting road is Link Road at a distance of just 70 meters towards West from the project site. The nearest highway is Noida-Greater Noida Express Highway at the distance of 5.39 Km in SW direction. Nearest railway station is Anand Vihar Terminal Railway Station that is around 9.98 km in the NW direction. Noida City Centre Metro Station is the nearest operational metro station located at a distance of 2.22 km towards West direction. The nearest airport is Indira Gandhi International Airport at km (West) from the project site. M/s Aims Max Gardenia Developers Pvt. Ltd. 78

4 AREA STATEMENT The total plot area is 34,570 m 2 (8.542 acres). The detailed area statement is provided below in Table 1. Table 1: Detailed Area Statement S. No. Particulars Area (m 2 ) 1. Total Plot Area 34, Permissible Ground 40% of Plot Area 13, Proposed Ground 39.73% of Plot Area 13, Total Permissible F.A.R. 1,37, Permissible Commercial F.A.R. 1,19, (@ 3.45 of the Plot Area) Permissible 15% for Facility Area - 17, Proposed Commercial F.A.R. 1,21, Non F.A.R. Area 62, Basement Basement Proposed Area in 15% Facility Area - 11,368 (Fire Stair Case + Lift Lobby + Mumty + Machine Room + Lift Shafts + Service Shafts+ Guard Room +Visitor Toilets) 7. Service Floor Area 21, Total Built-Up Area (5+6+7) 2,05, Open Area (@ 60.27% of Plot Area) 20, Landscape Area (@ 15.06% of Plot Area) 5, M/s Aims Max Gardenia Developers Pvt. Ltd. 79

5 Table 2: F.A.R. Break-up S. No. Floors F.A.R. (m 2 ) 1. Lower Ground Floor Ground Floor First Floor Second Floor Third Floor Fourth Floor Fifth Floor Service Floor Nil 9. Sixth Floor Seventh Floor Eighth Floor Ninth Floor Tenth Floor Eleventh Floor Thirteenth Floor Fourteenth Floor Fifteenth Floor Sixteenth Floor Seventeenth Floor Eighteenth Floor Nineteenth Floor 2050 Total F.A.R. 1,21,675 M/s Aims Max Gardenia Developers Pvt. Ltd. 80

6 Table 3: Built-up Area Break-up S. No. Description Area (m 2 ) 1. Proposed F.A.R. 1,21, Non F.A.R. Area 62, Basement Basement Proposed Area in 15% Facility Area - 11,368 (Fire Stair Case + Lift Lobby + Mumty + Machine Room + Lift Shafts + Service Shafts+ Guard Room +Visitor Toilets) 3. Service Floor Area 21, Total Built-Up Area 2,05, POPULATION DENSITY The population of the project will be 22,884 persons. The detailed population breakup is given below in the following Table 4. Table 4: Population Detail Break-up S. No. Unit Type Area(m 2 ) Norms Total Population 1. Lower Ground to Ground Floor Shops a) Staff (@10%) b) Visitor (@90%) 27,525 (@ 3 sqm/person) 9, st Floor to 3 rd Floor Shops a) Staff (@10%) b) Visitor (@90%) (@ 6 sqm/person) 6, th Floor 3,309 Shops 2,347 (@ M/s Aims Max Gardenia Developers Pvt. Ltd. 81

7 a) Staff b) Visitor Food Court a) Staff b) Visitor Restaurants a) Staff b) Visitor Banquet a) Staff b) Visitor Club a) Staff b) Visitor Multiplex sqm/person) sqm/person) sqm/person) sqm/person) sqm/person) Seats 1055 a) Audience of seats) b) Staff (Audi Service) 1005 of Audience Population) 4. 5 th Floor 2,130 Food Court 1520 (@ a) Staff (@10%) sqm/person) 51 b) Visitor (@90%) 456 Restaurants 2161 (@ a) Staff (@10%) sqm/person) 120 b) Visitor (@90%) 1080 Entertainment Zone 2,537 (@ a) Staff (@10%) sqm/person) 42 b) Visitor (@90%) th Floor to 19 th Floor 1,545 Service Apartments 28,700 1,545 M/s Aims Max Gardenia Developers Pvt. Ltd. 82

8 (672 Units) a) Guests b) Maintenance Staff c) Visitors 2 5% of 10% of , Grand Total ( ) 22,884 WATER REQUIRMENT The water during operation phase will be provided through the municipal supply. The total water requirement is approx. 908 KLD, out of which total domestic water requirement is 650 KLD. The fresh water requirement is approx. 195 KLD. The additional demand of KLD of treated water for HVAC will be fulfilled by nearby CSTP. The water requirement for the construction phase will be 1027 ML and the demand for the same will be provided by nearby STP. The water requirement calculation is given below in Table 5: Table 5: Calculations for Daily Water Demand S. No. Description Occupancy Rate of water demand (lpcd) A. DOMESTIC WATER (a) Staff (Including Shops, Food 45 Court, Restaurants, Multiplex, Banquet, Club, Service Apartments) Total Water Requirement (KLD) (b) Visitor (Including Shops, M/s Aims Max Gardenia Developers Pvt. Ltd. 83

9 Multiplex, Banquet, Club, Service Apartments) (c) Visitor (Food Court & Restaurants) (d) Guest (Service Apartments) say TOTAL DOMESTIC WATER DEMAND 650 KLD B. HORTICULTURE 5, m 2 6 lt/sqm/day C. HVAC COOLING 2700 TR 7 lt/tr/hr (12 Hours) GRAND TOTAL (A+B+C) say 908 KLD Table 6: Waste Water Calculations Domestic Water Requirement Total Fresh Water Requirement (@ 30 % of domestic) Flushing (@ 70 % of domestic) Wastewater Generated (@ 80% fresh domestic water + 100% flushing) 650 KLD 195 KLD 455 KLD = 611 KLD The water balance diagram is shown below in figure 1& 2: M/s Aims Max Gardenia Developers Pvt. Ltd. 84

10 TREATED WATER FROM NEARBY CSTP ( KLD) FRESH WATER (195 KLD) 30% of Domestic 80% WASTE WATER GENERATED ( % STP CAPACITY 750 KLD FLUSHING (455 KLD) (@ 70% of Domestic Water) % of 611 KLD = 550 KLD HORTICULTURE (31.25 KLD) KLD HVAC COOLING (226.8 KLD) KLD Fresh Water Waste Water Treated Water Figure 1: Water Balance Diagram (Non-Rainy Season) M/s Aims Max Gardenia Developers Pvt. Ltd. 85

11 TREATED WATER FROM NEARBY CSTP (131.8 KLD) FRESH WATER (195 KLD) 30% of Domestic 80% WASTE WATER GENERATED ( % STP CAPACITY 750 KLD FLUSHING (455 KLD) (@ 70% of Domestic Water) % of 611 KLD = 550 KLD KLD HVAC COOLING (226.8 KLD) 95 KLD Fresh Water Waste Water Treated Water Figure2: Water Balance Diagram (Rainy Season) M/s Aims Max Gardenia Developers Pvt. Ltd. 86

12 WASTE GENERATION AND TREATMENT It is expected that the project will generate approx. 611 KLD of Waste Water. The Waste Water will be treated in the STP of 750 KLD capacity provided within the complex generating 550 KLD of recoverable water from STP which will be used for flushing, horticulture and partially in HVAC cooling within the project. The additional demand of KLD of treated water for HVAC cooling will be fulfilled by nearby CSTP. SEWAGE TREATMENT TECHNOLOGY MBBR TECHNOLOGY As per water balance diagram, 611 KLD sewage will be generated in operation phase and same will be treated by a captive MBBR based STP resulting in generation of 550 KLD of treated water. Treated water will be used for Flushing, horticulture and partially in HVAC cooling. It is proposed to installed Moving Bed Biofilm Reactor (MBBR) type sewage treatment plant of 750 KLD of capacity. There will not be any incremental pollution load on nearby surface water bodies due to proposed project. Process Description: Design of STP Approximately 611 KL per day sewage/waste water will be generated from the proposed project. All quantum of generated sewage will be treated in well-designed in-house sewage treatment plant. After meeting stipulated standards, treated waste water will be utilized for flushing purpose, horticulture purpose & HVAC. Details of Sewage Treatment Process: The plant consists of the following units: Bar Screen Equalization tank MBBR Tank Secondary Settling Tank Pre Filtration Tank Pressure Sand Filter Activated Carbon Filter Final Collection Tank Sludge Collection Tank Filter Press Blower and Auxiliary Units M/s Aims Max Gardenia Developers Pvt. Ltd. 87

13 Figure 3: Schematic Diagram of MBBR Based STP The sewage shall be collected by gravity into the collection tank/equalization tank of Sewage Treatment Plant (STP) via perforated screens to prevent the large particles into system. In equalization tank, ph and temperature of incoming sewage will be equalized. The sewage from equalization tank will be pumped to Moving Bed Biofilm Reactor (MBBR) reactor for biological treatment, where required quantity of air will be supplied to meet the oxygen requirements by means of blower and fine bubbles air diffusers. In MBBR reactor, thousands of polyethylene biofilm carriers operate in mixed motion within an aerated wastewater treatment basin. Each individual bio carrier increases productivity through providing protected surface area to support the growth of heterotrophic and autotrophic bacteria within its cells. It is this high-density population of bacteria that achieves high-rate biodegradation within the system, while also offering process reliability and ease of operation. After MBBR reactor, sewage will flow by gravity to settler (tube type or equivalent) where sludge will be settled at the bottom due to gravity. There will be provision for sludge recirculation, if needed. This settled sludge may be recycled through sludge pump to MBBR reactor to meet the mixed liquor suspended solids (MLSS) requirement. Excess sludge will be discharged through a filter press where solid and liquid will be separated. The sludge collected with has low moisture and after drying can be used as manure. The collected liquid will be recirculating through the system. Final discharge of treated waste water from settler will be collected in chlorine contact tank, where some chlorine will be dosed for disinfections of treated waste water. Then, treated sewage will be pumped for tertiary treatment through duel media filter or it will be passed through Ultraviolet (UV) disinfection system. Treated sewage M/s Aims Max Gardenia Developers Pvt. Ltd. 88

14 will meet the norms prescribed by Environmental (Protection) Rules,1986, Schedule VI for Discharge to Inland Surface Water but will be utilized for flushing and horticulture. a. Waste Water Details characteristics (a) Daily load : 611 KLD (b) Duration of flow to STP : 24 hours (c) Temperature : Maximum 32 o C (d) ph : (e) Colour : Mild (f) T.S.S. (mg/l) : mg/l (g) BOD 5 (mg/l) : mg/l (h) COD (mg/l) : mg/l b. Final discharge characteristics for Re-using (a) ph : (b) Oil & Grease : <10 mg/l (c) B.O.D. : <20 mg/l (d) C.O.D. : <100 mg/l (e) Total Suspended Solids : <20 mg/l Design Parameters Design parameters for proposed STP are given below: Screen Chamber Prior to the actual treatment of the wastewater, a screen chamber will be provided. In this chamber removable type mechanical bar screens will be provided for removal of various large size elements, such as paper, cloth, plastic etc., which may hamper the satisfactory functioning of subsequent units of the STP, if not removed at early stages. Oil & Grease Trap The oil & grease trap will be provided to collect oil and grease trace coming with sewage. Collected oil & grease will be stored in a drum and disposed of in environmental sound manner. M/s Aims Max Gardenia Developers Pvt. Ltd. 89

15 Equalization Tank As the quantity of the flow is non-uniform in nature, an equalization tank will have to be provided. By the provision of an equalization tank, wastewater characteristics will become homogeneous in nature and, therefore, better treatment can be achieved in the subsequent units of the STP. Diffused aeration will be provided in this tank to stir the contents of the tank completely. MBBR Reactor (Biological Treatment) Moving Bed Biofilm Reactor (MBBR) technology employs thousands of polyethylene biofilm carriers operating in mixed motion within an aerated wastewater treatment basin. Each individual bio carrier increases productivity through providing protected surface area to support the growth of heterotrophic and autotrophic bacteria within its cells. It is this highdensity population of bacteria that achieves high rate biodegradation within the system, while also offering process reliability and ease of operation. This technology provides cost-effective treatment with minimal maintenance since MBBR processes self maintain an optimum level of productive biofilm. Additionally, the biofilm attached to the mobile bio carriers within the system automatically responds to load fluctuations. The bacteria/activated sludge grow on the internal surface of the carriers. The bacteria break down the organic matter from the waste water. The aeration system keeps the carriers with activated sludge in motion. Only the extra amount of bacteria growth, the excess sludge will come separate from the carriers and will flow with the treated water towards the final separator. The system can consist of a one stage or more stage system depending on the specific demands. The specific bacteria remain in their own duty tank because of the fact that the carriers remain in only 1 tank, protected by screens. A bio-film develops on the media, which move along the effluent sewage in the reactors. The movement within the reactors is generated by providing aeration with the help of diffusers placed at the bottom of reactors. This thin film on the media enables bacteria to act up on the bio-degradable matter in the effluent sewage and thus reduce the BOD /COD content in presence of oxygen from the air used for fluidization. Aeration will be done with the help of twin lobe blowers. The MBBR reactors will increase the oxygen content of the sewage and thus, will help in the growth of the micro-organisms required to reduce the BOD. These microorganisms will consume the organic matter and will convert it into active biomass, better known as sludge. The waste water, laden with sludge, will be transferred to tube settler for sludge separation. Secondary Settling Tank Followed by Pre filtration Tank The sludge formed will settle in the secondary settling tank followed by pre filtration tank. The settled sludge will be discharged in the Sludge Collection Tank and would be dewatered using sludge press. The clear supernatant from the outlet of the tube settler will be discharged as treated waste water and will be passed on to further treatment for final polishing. HDPE/PVC low maintenance tubes will be provided for trouble free operation of the tube M/s Aims Max Gardenia Developers Pvt. Ltd. 90

16 settler. Sludge Filter Press The sludge from the settling tank of the STP will be collected in the tank and will be treated in the sludge press. In sludge press, the sludge in the form of liquid slurry is fed into the press and dry solid cake of sludge is taken out from it. These dry cakes are used as manure for green belt and landscaping. Pressure Sand Filter For final polishing of the treated waste water, a Pressure Sand Filter (PSF) will be provided. The PSF comprises of a MS Vessel having filtering media sand topping for filtration of supernatant treated sewage water and thus ensuring clarity of water. Activated Carbon Filter For tertiary treatment, an Activated Carbon Filter (ACF) will be provided. This will be MS constructed tank in which activated charcoal/carbon will be filled as adsorbing media. This will not only adsorb impurities but will also act as the polishing tank for the final treated waste water. The resultant water shall be clear, Odorless and will be reused for plant units and horticulture purpose. Ultraviolet (UV) Disinfection System (Optional) Ultraviolet (UV) disinfection will use a UV light source. UV-rays are energy-rich electromagnetic rays that are found in the natural spectrum of the sunlight. They are in the range of the invisible short wave light having a wavelength ranging from 100 to 400 nm. UV light source is mounted so that water can pass through a flow chamber, and UV rays are admitted and absorbed into the stream. When ultraviolet energy is absorbed by the reproductive mechanisms of bacteria and viruses, the genetic material is rearranged and they can no longer reproduce. They are therefore considered dead and the risk of disease has been eliminated. UV plant will have following features: Stainless steel construction Single lamp Long life of the UV Lamp Sewer System The alignment and slope of the sewer line will follow the road network, drains or natural ground surface and will be connected to the trunk sewers. The discharge point will be a treatment plant, a pumping station, a water course or an intercepting sewer. Pumping stations would be provided at places where the natural slope of the terrain is insufficient to permit gravity flow or the cost of excavation is uneconomical to do the same. M/s Aims Max Gardenia Developers Pvt. Ltd. 91

17 RAIN WATER HARVESTING The storm water collection system for the premises shall be self-sufficient to avoid any collection/stagnation and flooding of water. The amount of storm water run-off depends upon many factors such as intensity and duration of precipitation, characteristics of the tributary area and the time required for such flow to reach the drains. The drains shall be located near the carriage way along either side of the roads. Taking the advantage of road camber, the rainfall run off from roads shall flow towards the drains. Storm water from various plots/shall be connected to adjacent drain by a pipe through catch basins. 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 RWH 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. Rain water harvesting will be catered to and designed as per the guideline of CGWA. Peak hourly rainfall has been considered as mm/hr. The recharge pit of 2.6 m as dia and 3 m as depth is constructed for recharging the water. Inside the recharge pit, a recharge bore is constructed having mm diameter with 160 mm PVC slotted pipe up to a layer where sandy aquifer/ deeper aquifer permeable layer exist. The bottom of the recharge structure will be kept 5 m above this level. At the bottom of the recharge well, a filter media is provided to avoid choking of the recharge bore. Design specifications of the rain water harvesting plan are as follows: effective diameter and depth of a recharge pit 3 m and 5 m respectively, Catchments/roofs would be accessible for regular cleaning. The roof will have smooth, hard and dense surface which is less likely to be damaged allowing release of material into the water. Roof painting has been avoided since most paints contain toxic substances and may peel off. All gutter ends will be fitted with a wire mesh screen and a first flush device would be installed. Most of the debris carried by the water from the rooftop like leaves, plastic bags and paper pieces will get arrested by the mesh at the terrace outlet and to prevent contamination by ensuring that the runoff from the first minutes of rainfall is flushed off. No sewage or wastewater would be admitted into the system. No wastewater from areas likely to have oil, grease, or other pollutants has been connected to the system. M/s Aims Max Gardenia Developers Pvt. Ltd. 92

18 Recharge pits of suitable numbers will be provided for recharge of ground water potential. A total of 9 rain water harvesting pits will be constructed. The quantity of storm water load for the proposed construction project is given below: Calculation for storm water load: Roof top area = Ground Coverage = 13,736 m 2 Runoff Load- Roof-top area = 13, = m 3 /hr Runoff Load = m 3 /hr Taking 15 minutes Retention Time, total volume of storm water = /4 = Considering the effective diameter and depth of a recharge pit 2.6 m and 3 m respectively, volume of a single recharge pit = πr 2 h = ( ) = say 16 m 3. Hence, No. of pits proposed = /16 = 9.1 say 9 pits. So, total of 9 rain water harvesting pits are being proposed for artificial ground recharge within the project premises. M/s Aims Max Gardenia Developers Pvt. Ltd. 93

19 Figure 4: Section Detail of the RWH pit M/s Aims Max Gardenia Developers Pvt. Ltd. 94

20 VEHICILE PARKING FACILITIES Adequate provision will be made for car/vehicle parking at the project site. There will also be adequate parking provisions for visitors so as not to disturb the traffic and allow smooth movement at the site. PARKING REQUIRED AS PER BYE LAWS: Parking required = 1 ECS/50 m 2 of permissible F.A.R. = 1,19, /50 = say 2386 ECS Total Parking Required as per Bye Laws = 2386 ECS. PARKING PROPOSED:- 1. Open 20 sqm/ecs = 15 ECS 2. First Basement (Mechanical 18 sqm/ecs = 1190 ECS 3. Second Basement (Mechanical 18 sqm/ecs = 1190 ECS Total Parking Proposed = = 2395 ECS. POWER REQUIREMENT Power will be supplied by Uttar Pradesh Power Corporation Limited (UPPCL). The connected load for the project will be approx. 10,500 kva which will be supplied by 5 transformers of capacity 1225 kva each at 85% loading. Details of D.G Sets Seven Nos. of DG sets of total capacity 13,000 kva ( kva kva) will be provided at the project site for power back up. The DG sets will be placed in a acoustically closed room to minimize noise generation and adequate stack height for proper dispersion. Power back-up is 100%. M/s Aims Max Gardenia Developers Pvt. Ltd. 95

21 SOLID WASTE GENERATION Solid waste would be generated both during the construction as well as during the operation phase. The following steps were proposed to be followed for the management solid waste: Construction yards are proposed for storage of construction materials. The excavated material such as topsoil and stones was stacked and reused for other stages of construction. Excavated top soil was stored in temporary constructed soil bank and reused for landscaping of Residential Complex. Remaining soil shall be utilized for refilling / road work / rising of site level at locations/ selling to outside agency for construction of roads etc. Same steps as above are to be followed for the Solid waste management of the remaining part of the construction. Solid Waste Construction Waste Construction waste, Broken Bricks, Waste Plaster Empty Cement Excavated Soil Used in re-filling, raising site level For Road Making Top soil conserved for landscaping, balance used in refilling Figure 5: Solid Waste Management Scheme (Construction Phase) M/s Aims Max Gardenia Developers Pvt. Ltd. 96

22 During the operation phase, waste will comprise domestic, landscape and e-waste. The solid waste generated from the project will be mainly domestic waste and estimated quantity of the waste shall be approx. 4,118 kg per day 0.25 kg per capita per day for any kind of 0.15 kg per capita per day for the 0.50 kg per capita per day for service apartment guests and landscape 0.02 kg/acre/day and STP sludge). Following arrangements will be made at the site in accordance to Solid Wastes Management Rules, Table 7: Calculation of Solid Waste Generation S. No. Category kg per capita per day Waste generated (kg/day) 1. Domestic Waste (a) Staffs 0.25 kg/day (b) Visitors 0.15 kg/day 2, (c) Service Apartment Guests 0.50 kg/day Landscape waste ( kg/acre/day kg/day TOTAL SOLID WASTE GENERATED say 4,118 kg/day (Source: For Waste Collection, Chapter 3, Table 3.6, Page no. 49, Central Public Health & Environment Engineering Organization, Ministry of Urban Development, (Government of India, May 2000) E-waste will be managed as per E-waste (Management & Handling Rules, 2011). It will be handed over to SPCB approved vendors. Collection and Segregation of waste 1. Colored bins will be used for collection of domestic waste by local vendor. 2. Separate colored bins will be provided for dry recyclable and bio-degradable waste. 3. Litter bins will also be provided in common, open areas. M/s Aims Max Gardenia Developers Pvt. Ltd. 97

23 Treatment of waste Bio-Degradable waste: 1. Bio-degradable waste will be subjected to composting through Organic Waste Converter and the compost will be used as manure. 2. STP sludge will be utilised as manure. 3. Horticultural Waste will be composted and used for gardening purpose. Recyclable waste: 1. Recyclable waste like paper, plastic, metals etc. will be sold off through local recyclers. 2. For recycling of e-waste an approved e-waste management agency will be hired. Disposal Recyclable and non-recyclable waste will be disposed through a local approved vendor. Solid waste management Scheme is depicted in the following figure: M/s Aims Max Gardenia Developers Pvt. Ltd. 98

24 Solid Waste Biodegradable Waste Non-Biodegradable Waste Recyclable Non- Recyclable Green Bins Blue Bins Dark grey Bins Organic Waste Converter Manure Final disposal through a Govt. approved agency to recycling industry Final disposal through Govt. approved agency Figure 6: Solid Waste Management Scheme (Operation Phase) GREEN AREA Commercial Project has proposed its own adequate landscape area as per the MoEF&CC and Noida Development Authority bye-laws. Total green area measures 5, sqm i.e % of Total Plot Area of the proposed project. Indigenous species of trees will be prepared for the plantation and samplings will be purchased from government nursery or government approved nursery. M/s Aims Max Gardenia Developers Pvt. Ltd. 99

25 Table 8: List of Trees S. No. Name of Species Local Name 1. Azadirachtaindica Neem 2. Alstoniascholaris Devil Tree (Saptaparni) 3. Millingtoniahortensis Indian Cork 4. Gravelliaroubusta Silver oak 5. Anthocephaluschinensis Kadamba 6. Delonixregia Gulmohur 7. Erythrinaindica DhaulDhak 8. Lagerstromiaindica Crape myrtle 9. Bauhinia acuminata Kanchan 10. Clerodendruminerme Glory Bower Criteria for Plants /Trees Species Selection for Greenbelt Development: 1. Having tolerance to dust pollution. 2. Should maintain leaves for as longer a time as possible. 3. The trees should provide shade. 4. Trees less affected due to pruning should be given preference because pruning will yield fuel wood. 5. Every plant species to be planted in the green belt should have some basis for its selection to be planted in the greenbelt. 6. Only local species will be taken for plantation. Saplings Saplings for plantation are procured from the nurseries of the State Forest Department. Saplings will be planted after the commencement of the monsoons. Saplings will be planted in pits at specific distance/intervals. The pits will be filled with a mixture of good quality soil and organic manure. The saplings will be planted just after the commencement of the monsoons to ensure maximum survival. The species selected for plantation must be locally growing varieties with fast growth rate and ability to flourish even in thin and dry soils. Post Plantation Management M/s Aims Max Gardenia Developers Pvt. Ltd. 100

26 Watering will be done immediately after plantation. Further watering will depend on the rain while during dry seasons watering will be regularly done at least twice a week. Saplings will be regularly monitored and remedial actions will be undertaken as required. During this four year period, casualties will be replaced at the beginning of each monsoon. DETAILS OF CONSTRUCTION MATERIALS List of building materials will be used at site: 1. Coarse sand 2. Fine sand 3. Stone aggregate 4. Cement 5. Reinforcement steel 6. Pipe scaffolding (cup lock system) 7. Bricks 8. CLC fly ash blocks 9. Crazy (white marble) in grey cement 10. P.V.C. conduit 11. MDS, MCBs 12. PVC overhead water tanks /2' thick red colour paver tiles 14. CPVC Pipe 15. PVC waste water lines 16. S.W. sewer line up to main sewer/upvc 17. PVC rain water down take 18. Joinery woodwork 19. Indian and Imported stone for Wall plating and roof. 20. Glass/Aluminum (For external glazing) 21. Delhi Stone/Pavers for landscape works 22. Energy Saving lights M/s Aims Max Gardenia Developers Pvt. Ltd. 101

27 LIST OF MACHINERY USED DURING CONSTRUCTION (i) Dumper (ii) Concrete mixer with hopper (iii) Excavator (iv) Concrete Batching Plant (v) Cranes (vi) Road roller (vii) Bulldozer (viii) RMC Plant (ix) Tower Cranes (x) Hoist (xi) Labor Lifts (xii) Pile Boring Machines (xiii) Concrete pressure pumps (xiv) Mobile transit mixer M/s Aims Max Gardenia Developers Pvt. Ltd. 102