CONCEPTUAL PLAN PROJECT LAYOUT AND DEVELOPMENT CONTEXT ABOUT PROJECT M/s. DAR Housing Ltd. Proposed Group Housing Project ATS Rhapsody, At Plot No. GH-12/1, Sector-01, Greater Noida (U.P.), having Plot Area 23,144.070 sq. m. (5.72 Acres) and built up area 1,33,056.432 sq. m. As per the EIA notification, 14.09.2006 (Amended time to time), this project falls under Category B and Project or Activity 8 (a) [Building Construction Project]. SALIENT FEAT ATURES OF THE PROJECT Particulars Project Name Proposed Group Housing Project ATS Rhapsody Location Plot No. GH-12/1, Sector-01, Greater Noida (U.P.) Type of project Group Housing Project Total Project area 23,144.070 sq. m. (5.72 Acres) Built up 131511.447sq. m. (F.A.R- 84923.943sq. m. + Area Under Services 10244.774sq. m. + Basement Area- 36227.904sq. m.+ Area of Elevation Feature- 114.826sq.m.) Ground coverage Permissible: 8100.425 sq. m. (35 % of plot area) Proposed: 7,952.220 sq. m. (34.35 % of plot area) F.A.R Permissible F.A.R Proposed Permissible: 85,054.457 sq. m. (@3.675) Proposed: 84,923.943 sq. m. (@3.669) Maximum height 89.3m. Number of Towers 7 Tower + Community Center + Commercial Complex Number of floors 2 Basement + Ground + Upper 28 Floor Basement Area detail Particular Parking Area Service/Core Area Total Area in sq. m Lower Basement 15215.255 18390.939 Upper Basement 15428.224 17836.965 Total Basement 30643.479 6652.245 36227.904 Parking Power requir uiremen ment & source Power backup Required Parking for Residential- F.A.R/80 = 85054.457 /80= 1063.18 say 1063 Required Parking for Commercial- F.A.R/50 = 833.432/50= 16.66 say 17 Total Required Parking = 1080ECS Provided Parking in open @20 sq. m./ecs - F.A.R/20 = 1182.523/20= 59.126 say 59 Provided Parking in basement @30 sq. m./ecs - F.A.R/30 = 30643.479/30= 1021.44 say 1021 Provided Parking- 1080ECS Power requirement: Connected Load-7139.60 KW, Demand Load-4026.70 KW, Source: State Electricity board DG Sets of total capacity 2520 KVA (2x1010+1x500 KVA DG Sets) M/s. DAR Housing Ltd. 55 JM EnviroNet Pvt. Ltd.
Water requir uiremen ment & source Sewage treatmen ment & dispos osal Estimated pop opulation Water requirement will be 333 Fresh Water : 217 Recycled Treated Water: 116 Sewage treatment facility: STP of 330 capacity 107 Excess Treated Water will be discharged to Municipal Sewer. Total population: 3142 Persons Fixed population: 3042 Persons Floating population: 100 Persons 1551.45 kg/day 7,595.925 m2 Tree Plantation- 152 Trees Approx. 184 Cr. Solid waste w generation Green Area Green Area Provided 7,595.925 Project Cost APPROACH FOR PLANNING Considering the nature of activities to be conducted and the various aspects of the project to be developed, our efforts in the approach for the planning of various systems, shall include the following considerations: Basis of population has been considered as per NBC guidelines. Domestic water required per head per day shall be as per NBC 2007 table1 part 9, P - 19 plumbing services There shall be enough safe, clean, and potable domestic water supply available on a continuous Basis to every user. Efficient disposal from toilets/wet areas. Quick disposal of rainwater without flooding. Reliable fire fighting system. To plan the systems in such a way as to minimize the energy requirements. To make the system efficient and cost effective. To have proper operation and maintenance system, this could be controlled centrally with efficiently. To create minimum nuisance and disturbance to the environment. To assist in the development and aesthetic value of the environment and Landscaping of the project site. All open driveways / roads are concrete roads in slope 1:500. POWER REQUIREMENT: The power requirement of the Proposed Group Housing Project will be Connected Load-7139.60 KW, Demand Load- 4026.70 KW. It will be sourced from State Electricity Board. M/s. DAR Housing Ltd. 56 JM EnviroNet Pvt. Ltd.
For emergency situation during power failure, 3 no. of D.G. sets with capacity of 2520 KVA (2x1010+1x500 KVA DG Sets) will be used for back-up. WATER CONSUMPTION- Water requirement during Construction Phase: Requirement of water during construction period will be 50 (Approx.) Water requirement during the operation phase: The total water requirement of the project will be 333. The fresh water required will be 217 ; the recycled water demand will be 116. The waste water generated during the operation phase will be 248 which will be treated in STP and whole of the treated water (223 ) available will be used for flushing (71 ) and Green Area Development (45 ) and 107 Excess Treated Water will be discharged to Municipal Sewer. S. No. Particulars 1. 2. Dwelling Units (562 DU) Servant Dwelling Units (228 DU) WATER REQUIREMENT CALCULATION Recycled Base of Fresh Water Expected Treated Total Water Calculation () Population Water () Consumption (lpcd) () Domestic Others Flushing Others 2529 @ 4.5 persons/du 513 @ 2.25 persons/du 86 164.38-53.11-217.49 86 33.34-10.77-44.11 3. Visitors 100 28 0.70-2.10-2.80 4. Club (1148.531 sq. m.) @ 5 ltr/sq. m. 2.29 3.45 5.743 Commercial L.S.M 0.60 0.90 1.500 3. Green Belt - - - - - 45.00 45.00 4. Filter Backwash - - - 16.00 - - 16.00 70.33 201.31 45.00 say 16 332.64 say Total 3142 Persons - Say 71 201 333 217 116 16 M/s. DAR Housing Ltd. 57 JM EnviroNet Pvt. Ltd.
WATER BALANCE T otal Water Requ irement = 3 33 ( 217 Fresh Water + 11 6 Recycled Treated Water) Fresh Water 217 Recycled Tre ate d Wate r 116 Do mestic 201 Flushing of Toi lets 71 F ilter Backwash 16 Green Area Development 45 F re sh Wa ter Require me nt = 217 KL D (201 Domestic + 16 KL D Filte r Backwash) Domestic W ater 201 F ilter Bac kwash 16 KL D 71 Rec ycled Treated water for flus hing 80 % Sewage Was te Wate r 248 KL D 90% R ec overy Flushing 71 Trea te d Wa te r 223 107 Ex ces s Trea te d Water will be disc ha rged to Munic ipa l Sewer Gre en Area Development 45 WATER REQUIREMENT TOTAL WATER REQUIREMENT (FRESH 217 + RECYCLED 116 ) TOTAL FRESH WATER REQUIREMENT FRESH DOMESTIC WATER REQUIREMENT WATER REQUIRED FOR GREEN AREA DEVELOPMENT TOTAL WASTE WATER GENERATION TREATED WATER RECOVER FROM STP 333 217 201 45 248 223 Calculated as according to the MoEF s Manual on Norms and Standards for Environmental Clearance of Large Construction Project. S. No. Parameters 1. Quantity of sewage (m 3 /day) CHARACTERISTICS OF TREATED WATER Raw Sewage Treated Sewage 248 223 2. ph 6.5 to 8.5 6.5 to 7.5 3. BOD5 up to 250-350 mg/l up to 10 mg/l 4. COD up to 600 mg/l up to 100 mg/l 5. Total Suspended Solids up to 250 mg/l up to 10 mg/l 6. Oil & Grease up to 50 mg/l up to 10 mg/l M/s. DAR Housing Ltd. 58 JM EnviroNet Pvt. Ltd.
RAIN WATER HARVESTING The rainwater collected from the rooftop will be conveyed into to the rainwater harvesting system consisting of de-silting-cum-filter Chamber, Oil & Grease Separators and Boreholes, and rainwater Natural Ground/Greens Area & other paved areas within the project area will be conveyed to natural water body/pond proposed at site to recharge groundwater. Rainwater harvesting plan is as per the design approved in the manual issued by the GOI. RAIN WATER HARVESTING CALCULATION VOLUME OF STORM WATER DRAINAGE FROM BUILDING (GROUND COVERAGE): S. No. Type of Surface Catchment's Area sq. m Ha. Run off Coeff. [C] Intensit y of Rainfall (mm/hr ) Discharge (Run Off) [Q=10CIA] m 3 /hr Total (m 3 /hr) [Q] 1 Building (Ground Coverage) (a) Area 7,952.220 0.7711771 0.90 35 10X0.90X35X0.7711771 242.92 say 243 Considering 15 min (0.250 Hr) Retention Period Volume Required = 243 X 0.250 Volume = 60.75 cu. m. VOLUME OF 1 RAINWATER HARVESTING PIT Length of Pit (L) = 6.0 m Width of Pit (W) = 2.0 m Depth of Pit (D) = 3.0 m Volume of Pit = L x W x D = 6.0 x 2.0 x 3.0 = 36 cu.m. TOTAL NO. OF RAINWATER HARVESTING PIT = 60.75/36 = 1.6 Number SAY = 2 Number As per calculation the total 2 no. of RWH pits required and we are providing 3 no of RWH pits. VOLUME OF STORM S WATER DRAINAGE FROM PAVED SURFACE / ROAD SURFACE & NATURAL GROUND & GREENS AREA: S. No. Type of Surface Catchment's Area sq. m Ha. Run off Coeff. [C] Intensit y of Rainfall (mm/hr ) Discharge (Run Off) [Q=10CIA] m 3 /hr Total (m 3 /hr) [Q] M/s. DAR Housing Ltd. 59 JM EnviroNet Pvt. Ltd.
1 Paved Surface / Road Surface (a) Area 7595.925 2 Natural Ground & Greens Area (a) Area Grand Total ( 1+2) 7595.925 Volume = 243 cu. m. 0.771615 0.70 35 10X0.70X35X0.771615 189.04 0.771615 0.20 35 10X0.20X35X0.771615 54.01 Rainwater from Paved Surface / Road Surface & Natural Ground & Greens Area will conveyed to Natural Water Body/Pond/Water Tank proposed on site to recharge ground water. Connectivity - The site is well connected by road, rail & Air transport. The project site is well connected to network of roads leading to various parts of NCR. Internal roads and separate entry and exits will be provided. PARKING NEEDS- There will be the sufficient parking space for the vehicles. The provision of parking space will be as per the Norms. The parking provision will be made at basements and open surface. We are providing total 1163 ECS. Required Parking for Residential- F.A.R/80 = = 85054.457 /80= 1063.18 say 1063 Required Parking for Commercial- F.A.R/50 = 833.432/50= 16.66 say 17 Total Required Parking = 1080 ECS PARKING DETAIL 243.05 say 243 Proposed Parking- Particular Area for ECS Parking Area for Car Parking No. of Parking Provided Open Parking (@ 20 m2/ecs) 1182.523 2047.50 59 Lower Basement (@ 30 m2/ecs) 15215.255 5512.50 507 Upper Basement (@ 30 m2/ecs) 15428.224 5523.75 514 Total 1080 ECS As per calculation the total no. of parking required comes out to be 1067 ECS and we are providing 1163 ECS. SOLID WASTE GENERATION: Total Solid Waste generated from Project (Permanent & visiting population) will be 1551 kg/day (Base of calculation @ 450 gm/person/day for Residential Population & @ 250 gm/person/day for Floating Population). M/s. DAR Housing Ltd. 60 JM EnviroNet Pvt. Ltd.
(Calculated as per the norms of MoEF s Manual on Norms & Standards for Environment Clearance of Large Construction Projects) ENERGY CONSERVATION MEASURES: Energy Conservation Measures & Management Plan: Passive Solar designs refer to the use of Sun s energy for the heating and cooling of living spaces. The orientation of the building will be done in such a way that maximum daylight is available. The orientation of the building would be done in such a manner that most of glazed areas in north and east. Lesser opening will be provided on the west facing walls. Landscape and greens areas will be so spaced so as to cool the surrounding environment, which will reduce energy consumption. Green belt in the site will be maintained by the project proponents, which would have an overall cooling effect on the surroundings. Using electronic ballast for discharge lamps. Following measures have been proposed to reduce energy consumption for Electrical installations: In the operational phase, appropriate energy conservation measures and management plan will be adopted in order to minimize the consumptions of non-renewable fuel. The following measures are suggested to be adopted: Use of CFL/LED instead of GLS lamps for flats and Common Areas. ******** M/s. DAR Housing Ltd. 61 JM EnviroNet Pvt. Ltd.