1. Conceptual Plan 2. EMP Report Residential Apartments Construction Project

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1. Conceptual Plan 2. EMP Report Residential Apartments Construction Project M/s. RDB HYD INFRASTRUCTURE PVT. LTD., SURVEY NO. 202/AA and 202/1/AA, MADEENAGUDA, SERILINGAMPALLY MANDAL, RANAGA REDDY DISTRICT 1. Conceptual Plan 2. EMP Report Residential Apartments Construction Project Submitted By Studies & Documentation by M/s RDB HYD INFRASTRUCTURE PVT. LTD., M/s Team Labs and Consultants Plot No 502B, Amara Jyothi Building, B-115, 116, 117 & 509, 4th floor, Road No 31, Annapurna Block, Aditya Enclave, Jubileehills, Ameerpet, Hyderabad- 500 038 Hyderabad – 500 033 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 RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement 2.0 PROJECT DESCRIPTION This chapter details the need for the project, description of the proposed project and alternatives, and identifies the valued ecosystem components. The project will be spread over an area of 2.853 hectares of land for residential purpose with necessary amenities in Survey nos. 202/AA and 202/1/AA, Madeenaguda, Serilingampally Mandal, Ranaga Reddy District. The site area falls under Greater Municipal Corporation of Hyderabad (GHMC) area. The project is envisaged as a gated community with environment friendly features to cater to the growing market demand for quality housing. The demand for quality housing from this area will be partially met from this project. The area has a number of layouts and rapidly turning into a residential/commercial zone for various types of socio economic sectors. 2.1 THE PROJECT LOCATION: The project will be spread over an area of 2.853 hectares of land for residential purpose with necessary amenities in Survey nos. 202/AA and 202/1/AA, Madeenaguda, Serilingampally Mandal , Ranaga Reddy District. The project site is surrounded by open lands in north and east directions. A existing 18 m wide road in south direction connecting Miyapur-Nizampet road. The nearest railway station is Hafeezpet railway station at a distance of 3.2 km. 2.2 PROJECT DESCRIPTION 2.2.1 DESIGN STAGE The project will be spread over an area of 2.853 hectares is proposed to develop for residential development with necessary amenities. It is proposed to provide residential units of 810 nos. and amenities block. The land allocation will be optimized to ensure compliance with the regulations of GHMC. The land allocation will be optimized to ensure compliance with the regulations of GHMC. The land allocation and the number of units proposed are presented in table 2.1. It is proposed to provide residential units of 810 nos. The land allocation will be optimized to ensure compliance with the 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 sewage/wastewater. Water conservation measures will be incorporated in the plumbing designs. Water recycling/reuse will be adopted by way of using treated sewage for green belt development and for flushing. The rainwater will be let-out into the storm water drain and discharged into side drains of road. The required power will be drawn from the TRANSCO and providing open space between each flat to allow sunlight will optimize the energy requirement. Solar Energy will be used for fencing. The designs of the houses will also incorporate Indian Architectural principles of “Vastu”, as the market demands the same. Construction material will be drawn from local sources. The parking provision follows the guidelines prescribed by GHMC and Building policy. The layout of the project site and individual layout of building is presented in fig. 2.1 and fig 2.2 respectively. 2 - 1 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement Table 2.1 Land Allocation for various purposes Total Site No of Total No of Total Built up Land Use Area in Floors Units area (m2) m2 Block - A SC+C+G +9 90 798.4 9688.4 Block - B SC+C+G +9 90 865.8 9755.8 Block - C SC+C+G +9 90 1098.0 10980.0 Block - D SC+C+G +9 90 1098.0 10980.0 Block - E SC+C+G +9 90 987.8 9877.8 Block - F SC+C+G +9 90 798.4 9688.4 Block - G SC+C+G +9 90 1098.0 10980.0 Block - H SC+C+G +9 90 1098.0 10980.0 Amenities SC+C+G+4 762.8 3841.0 LIG & EWS - 1 S + 5 30 203.6 1018.0 LIG & EWS - 2 S + 5 30 203.6 1018.0 LIG & EWS - 3 S + 5 30 203.6 1018.0 Green Area 2950.0 Road Area 7845.8 Open Area 8518.2 Parking Sub cellar 21760.0 Cellar 21650.0 Total 810 28530.0 133235.5 Parking It is proposed to provide Sub cellar and cellar floor for parking. The parking provision follows the guidelines prescribed by FAR and Building policy. The number of parking spaces provided is presented in table 2.2. Table 2.2 Parking Space Provision of the Project Floor 4 - Wheeler 2 - Wheeler Sub cellar 1035 20 Cellar 381 147 Total 1416 167 Circulation plan Ground Floor Drive Way : 10.0 m No of Cellars : 2 No of Ramps : 4 Width of Ramp : 5.4 m Cellar Driveway : 4.5 m No of Lifts :24 Capacity of each Lifts: 10 - 20 pax. Connecting Road : 18 m Row 2 - 2 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement Circulation Plan: The project site is classified as residential as per master plan. The connecting roads to the site are 18m. The width of connecting roads is 12 m with a capability of 1800 PCU. The present level of service is 0.3. The level of service of connecting road shall reduce from 0.3 to 0.35 and the LOS remains class B (Very Good). Modified Los & Performance Existing Existing Modified Modified Additional Modified Road volume, volume/ Volume/ Los & volume Volume PCU/hr Capacity Capacity performance High “B” Very Tension 543 0.302 89 632 0.351 Good line raod 2 - 3 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement Fig. 2.1 Site Layout B LOCK -II , B LOCK -II I, TOTLOT 710 SMT B LOCK -I, TOT LOT 792.00 SMT TOT LOT 1448 Smt 2 - 4 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement Fig. 2.2 Floor plans 2 - 5 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., Environmental Impact Statement Fig. 2.3 Parking floor plans SCALE 1: 200 16.13M 12.54M 65.10M 10.95M 20.43M 10.98M 23.21M 21.74M RETAINING WALL 6.58M 4.57M PROPERTY LINE 5.39m slope 1: 8 DN UP 9.79M CV CV DUCT DUCT DRIVE WAY DRIVE WAY CV CV DUCT DUCT DN DN LIFT CV LIFT CV slope 1: 1: 8 slope 2.22x 2.22x UP 2.45m DUCT UP 2.45m DUCT LIFT LIFT 2.22x 2.22x 2.45m 2.45m CV CV DUCT DUCT CV DUCT 4.44M DN DN UP UP LIFT LIFT 2.22x 2.22x 2.45m 2.45m LIFT UP LIFT 2.22x CV CV 2.22x 2.45m DUCT DUCT 2.45m LIFT CV LIFT CV 2.22x 2.22x 2.45m DUCT 2.45m DUCT CV CV DUCT CV CV CV DUCT CV DUCT DUCT DUCT DUCT 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY DN UP DN UP CV CV DUCT LIFT DUCT LIFT 2.22x 2.22x 2.45m 2.45m 181.57M DN UP DN UP 191.73M CV CV DUCT DUCT CV CV DUCT DUCT DN DN UP UP LIFT LIFT 2.22x 2.22x 4.50M DRIVE WAY 2.45m 2.45m LIFT LIFT 2.22x 2.22x 2.45m 2.45m CV CV DUCT DUCT UP CV CV CV CV DUCT CV DUCT DUCT DUCT CV DUCT DUCT UP DN DN LIFT CV LIFT CV 2.22x 2.22x 2.45m 2.45m 5.40m UP DUCT UP DUCT 5.40m LIFT LIFT 2.22x 2.22x 2.45m 2.45m 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY 4.50M DRIVE WAY CV CV DUCT LIFT DUCT 2.22x LIFT 2.22x 2.45m 2.45m slope 8 1: CELLAR FLOOR RAMP DOWNTO CELLAR FLOOR RAMP TO DOWN slope 8 1: DN UP CV CV DN UP DUCT DUCT DN DN LIFT CV LIFT CV 2.22x 2.22x DRIVE WAY 2.45m DUCT 2.45m DUCT DRIVE WAY CV CV DUCT DUCT DN UP DN UP 3.0M TWO WHEELER PARKING 5.51m PROPERTY LINE RETAINING WALL 15.74M 34.36M 18.99M 38.12M 4.78m 72.35M (SCALE 1: 200) 2 - 6 Team Labs and Consultants RDB Hyd Infrastructure Pvt. Ltd., 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. The percolation pit is presented in fig 2.4. Storm water sumps will be provided to meet the expected increase in the runoff during rainy seasons due to the impervious nature of the Roof, roads and other paved areas. Storm water drainage system shall be provided to collect both the roof water and surface water generated within the project site.
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