Survey No. 5/B, Sathamrai, Shamshabad, Rang Reddy District
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APARNA CONSTRUCTIONS & ESTATES PVT. LTD. SURVEY NO. 5/B, SATHAMRAI, SHAMSHABAD, RANG REDDY DISTRICT 1. Conceptual Plan 2. EMP Report Commercial Mall and Multiplex Construction Project Submitted By Studies & Documentation by Aparna Constructions and Estates Private Limited M/s Team Labs and Consultants #802, Astral Heights, B-115, 116, 117 & 509, D.No.6-3-352/2&3, Road No.1, Annapurna Block, Aditya Enclave, Banjara Hills, Hyderabad–500034 Ameerpet, Hyderabad- 500 038 Phone: 91-040-23748555/616 Fax : 91-040-23748666 e-mail: [email protected] SUBMITTED TO STATE LEVEL ENVIRONMENT IMPACT ASSESSMENT AUTHORITY, TELANGANA GOVERNMENT OF INDIA Aparna Constructions and Estates Private Limited Environmental Impact Statement 2.0 PROJECT DESCRIPTION/CONCEPTUAL PLAN This chapter details the need for the project, description of the proposed project and alternatives, and identifies the valued ecosystem components. The project is envisaged to provide Commercial Mall and Multiplex Building construction project in Sathamrai, Shamshabad, Ranga Reddy District. 2.1 THE PROJECT LOCATION The project will be spread over an area of 7771.9 m2 in Survey no. 5/B, Sathamrai, Shamshabad, Ranga Reddy District. The project site is surrounded by open land in all the directions except north direction. The site is connected by a 60 m wide road (NH – 7) in west direction connecting Hyderabad - Kurnool. The nearest railway station is Umdanagar railway station at a distance of 3.4 km. 2.2 PROJECT DESCRIPTION 2.2.1 DESIGN STAGE The principles of low impact development are adopted during the design stage to ensure storm water percolation, treated water reuse, energy conservation, and optimized usage of renewable resources. The Area Statement for the proposed is presented in table in table 2.1. Table 2.1 Area Statement for the proposed Building Total Site Area Total Built up area Land Use No. of Floors in m2 (m2) Cellar - 1 5631.6 Cellar - 2 5515.6 Ground Floor 3091.2 2C + G + 3 3089.0 First Floor 2411.4 Second floor 3130.6 Third floor 1988.2 Green Area 777.0 Road/Drive way 2176.1 Open Area 1729.8 Total 7771.9 21768.6 It is proposed to develop Mall & Multiplex with 2 cellar floors for parking and G + 3 floors for Mall & Multiplex. The land allocation will be optimized to ensure compliance with the FAR regulations of GHMC. The water requirement of the project during operation will be drawn from HMWSSB. Sewage treatment plant will be provided to treat the wastewater. Water conservation measures will be incorporated in the plumbing designs. Water recycling/reuse will be adopted by way of using treated sewage for toilet flush systems and green belt development. The required power will be drawn from the TSTRANSCO and the energy requirement will be optimized by adopting energy efficient design for lighting. Construction materials will be drawn from local sources. The parking provision exceeds the guidelines prescribed by FAR and Building 2 - 1 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement policy of Telangana. The layout of the project site and plan of individual floors is presented in fig. 2.1 and fig. 2.2. PARKING PROVISION It is proposed to provide 2 Cellar floors with mechanical floor for parking. The parking provision follows the guidelines prescribed by GHMC and Building policy of Telangana. The number of parking spaces provided is presented in table 2.3. The parking floor plans are presented in fig. 2.2. Table 2.2 Parking Space Provision of the Project Floor 4-Wheelers 2-Wheelers Cellar - 1 43 183 Cellar - 1 Mech 38 Cellar - 2 117 Cellar - 2 Mech 93 Total 291 183 CIRCULATION PLAN Ground Floor Driveway: 7.0 m No. of Cellar: 2 nos. No. of Ramps: 2 Width of Ramp: 4 m Slope of Ramp: 1 in 8 Cellar Driveway: 6 m No. of Lifts: 5 Capacity of each Lift: 15-20 pax. Connecting Road: 60 m ROW 2 - 2 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement Fig 2.1 Site layout 68.37m 2.00 m wide Green Belt LVL +150 LVL LVL 99.58 ~ - - 420~ LVL. 99.58 LVL 7 M DRIVEWAY ENTRY/EXIT LVL100.15 ~ +150 ~ LVL. LVL100.15 1 6 . 0 0 8.00m 5.70m +150 LVL 12.00m FRONT SETBACK 2.00m 2 9 . 2 8 12.28m 2.00 m wide Green Belt wideGreen m 2.00 FRONT SETBACK 7.00m SLOPE 1:12 H.RAMP REAR SETBACK LVL +150 LVL 7 M M DRIVEWAY 7 LVL 100.15 ~ + 150 + ~ LVL. 100.15 LVL 2.00 m wide Green Belt Green wide m 2.00 8 9 . 0 1 7 M DRIVEWAY M 7 LVL +150 LVL 60.00mRoad LVL 100.15 ~ + 150 ~ LVL. 100.15 LVL 3 . 1 9 115.51m SLOPE1:12 H.RAMP 2 1 . 2 7 6.50m LVL +150 LVL 12.00m FRONT SETBACK LVL 100.80 ~ +800 ~ LVL. 100.80 LVL LVL 100.69 ~ +690 ~ LVL. 100.69 LVL LVL +800LVL ENTRY/EXIT 1.11m 8.00m 12.41m SIDE SETBACK SIDE 6.50m m 00 9. 7 M DRIVEWAY m 6 7.00m 6 5 5 . 1 1 3 3 2.00 m wide Green Belt TRANSFORMER owc 3.39m 2.30m 6.45m Green Belt TOT LOT AREA LOT TOT SITE PLAN SITE 780.69 SQ M 780.69 6.00m 10.50m 7.00m 0 .52 26.52 3.35 6.11 32.33 ENTRY SERVICE 1.50m E N +1210 ~ LVL. 101.21 LVL S W 14 MTS WIDE NALA 0.11m 0.69m 0.80m 0.65m 2 - 3 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement Fig. 2.2 Typical Floor Plans TERRACE FLOOR FINISH LEVEL LVL +20950 PROJECTION ROOM AUDI - 07 EXIT LEVEL AUDI - 06 EXIT LEVEL MULTIPLEX EXIT FLOOR FINISH LEVEL LVL +15650 AUDI - 07 ENTRY LEVEL EXIT CORRIDOR TOILET MULTIPLEX ENTRY FLOOR FINISH LEVEL 20950 LVL +9950 KITCHEN FINE DINING/BIGBOX RETAIL FINE DINING/BIGBOX RETAIL MEZZANINE FLOOR FINISH LEVEL LVL +5950 S IGNAGE SIGNAGE FOO D KIOSS COUNTER F OOD KIOS S COUNTER SERV. GROUND FLOOR FINISH LEVEL LVL +600 KIOSK KITCHEN CORRIDOR KITCHEN KIOSK ATRIUM ATRIUM FINE DINING/BIGBOX RETAIL EXIT LOBBY 600 DRIVEWAY LEVEL LVL +150 NGL LVL ±00 FIRE WATER SUMP FIRE PUMP ROOM BASEMENT I BASEMENT I PASSENGERPASSENGER LIFT-1PASSENGER LIFT-2 LIFT-3 BASEMENT - I FLOOR FINISH LEVEL LVL -4350 8850 BASEMENT II BASEMENT II BASEMENT - II FLOOR FINISH LEVEL LVL -8850 SECTION BB 2 - 4 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement Fig. 2.3 Parking Floor Plans 2 - 5 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement 2.2.1.1 Storm water drains: Conservation of water resource is most important aspect of the project during construction and occupation phases. Storm water drainage planning, domestic water planning and sewerage transfer and sewage treatment planning are most essential to ensure sustainability. CALCULATION FOR STORM WATER DRAIN Quantity of storm water: (a) Without project: Area of Catchment, ‘A’ : 0.7772 Ha Run off Coefficient, ‘C’ : 0.6 Maximum intensity of rainfall, ‘I’ : 40 mm/hr Therefore Q : 0.052 m3/sec (b) With project: : Area for catchment for roof and road : 0.527 Ha Area of Catchment, ‘A’ : 0.527 Ha Run off Coefficient, ‘C’ : 0.9 Maximum intensity of rainfall, ‘I’ : 40 mm/hr Therefore Q = : 0.053 m3/sec Area for catchment for open areas : 0.251 Ha Run off Coefficient, ‘C’ : 0.6 Maximum intensity of rainfall, ‘I’ : 40 mm/hr Therefore Q = : 0.017 m3/sec Total Discharge : 0.069 m3/sec But, Discharge, Q = A/V : Where, : A= Area of the Drain, : V= Max. Permissible Velocity : 6 m/sec for concrete drain Area of drain, ‘A’ = Q/V : 0.012 m2 Taking depth of drain as 0.6 m at the starting point : 0.6 Width of drain = Area/depth = 0.019 m 19 mm Width of the drain is to taken 19 mm and depth varies according to the slope of ground. Rainwater Harvesting Structures Storm water drains are provided with recharge pits which will act as flow dissipaters and also as infiltration trenches to ensure percolation of water and enhance the ground water table. The roof waters are channeled through storm water drains, which are connected with water harvesting pits. Rain Water Harvesting Pit shown in fig 2.4and Contour plan is shown in fig 2.5 2 - 6 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement Table 2.3. Storm Water Calculation Land Area in Vol./hr Vol./hr Difference Remarks Use Hectares after develo before in pment Develo Discharges C=0.8 pment C=0.6 Stored in 100 m3 Roof 0.31 98.85 74.14 16.24 sump & used for Area domestic utility Road 0.22 69.64 52.23 16.40 Harvested about 5 Area nos. of RHP of size Open 0.25 30.08 60.16 -13.68 1.2m x 1.2m x 1.5m Area TOTAL 0.78 18.96 *C=0.3 after development of greenery Fig 2.4 Rainwater Harvesting Structures 2 - 7 Team Labs and Consultants Aparna Constructions and Estates Private Limited Environmental Impact Statement 2.2.1.2 Water Availability: Water is required during both construction and occupation phases. The water requirement during construction is in the order of 30 cum/day with a peak demand of 60 cum/day, and during occupation stage, in the order of 140.8 KLD. The water resource available with the Municipal authorities was studied to identify the source and feasibility.