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M. B. M. R. REAL ESTATES PVT., LTD., (SRI ANJANEYA TOWNSHIP) (Residential Complex) Sy

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M. B. M. R. REAL ESTATES PVT., LTD., (SRI ANJANEYA TOWNSHIP) (Residential Complex) Sy CONCEPTUAL PLAN M. B. M. R. REAL ESTATES PVT., LTD., (SRI ANJANEYA TOWNSHIP) (Residential Complex) Sy. Nos. 291/1, 291/3, 292 Eedupugallu village, Kankipadu Mandal, Krishna District, Andhra Pradesh Prepared by Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex 1.0 INTRODUCTION M. B. M. R. REAL ESTATES PVT., LTD., has proposed to construct Residential complex under the banner of “SRI ANJANEYA TOWNSHIP” at Sy. Nos. 291/1, 291/3, 292, Eedupugallu village, Kankipadu Mandal, Krishna District, Andhra Pradesh. As per the EIA notification, 2006 amended on 1st December, 2009, Building and Construction projects (under Item 8a) with built up area ≥20000 Sq.m and < 1,50,000 sq.mtrs are categorized under B category. 1.1 DETAILS ABOUT THE PROJECT SITE Latitude : 16°27'35.47"N 80°44'24.25"E Loca ion : Sy. Nos. 291/1, 291/3, 292 Eedupugallu village, Kankipadu Mandal, Krishna District, Andhra Pradesh Type of the area : As per the Zonal Development Plan of Kankipadu (Zone), Krishna Dist (MZDP No. 1/2012/KPD/VJA) the area proposed for Complex falls under Residential zone Surroundings of the project : site North Open land East Open land South Road West Open land & College Topography : Topography of the site is more or less flay without many undulations Nearest Railway station : Gannavaram Railway station – 12 Km Topographical map showing the site and other features is shown in Fig 1.1 Site surrounding map is furnished in Fig 1.2 1 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex Project Site 2 | P a g e SITE PLAN Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex MAP SHOWING SITE SURROUNINGS Fig 1.2 Project site 3 | P a g e Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex 2.0 DETAILS OF THE PROJECT The following are the brief details of the proposed Residential complex project site S.No Details Description I. Total Land Area Total: 3.98 acres (16146.41 Sq.m) II. Location of the site Sy. Nos. 291/1, 291/3, 292 Eedupugallu village, Kankipadu Mandal, Krishna District, Andhra Pradesh III. Expected project cost Rs. 47.0 Crores IV. Total built-up area Residential complex with Built up area of 37467.91 Sq. m consisting of 6 Blocks & amenities 5 blocks [block A, B, C, D, E & F (commercial)] with stilt + five upper floors 1 block [block – F (residential)] with G + four upper floors Amenities – Club house with G + two upper floors Area statement for the proposed Residential Complex project is furnished in Table 1.1 V. Ground coverage 42% VI. Water Requirement Total water demand is about 3 KLD during Construction of Residential complex & 164 KLD during the operation of Residential complex Source of supply : Ground water VII. Power requirement 1200 KvA (Maximum peak demand) VIII. Solid waste generation During operational phase: Municipal solid waste : 0.53 MT/day IX. Connectivity The proposed Residential complex site is well connected by NH # 9 (Vijayawada - Machilipatnam) X. Additional facilities DG Sets Sewage Treatment Plant Club house XI. Back up supply 8 nos. of DG sets of capacities 35 kVA XII. Parking facilities 6,836.01 m2 (22.3 % of total floor area) 4 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex TABLE 1.1 BUILT-UP AREA STATEMENT Block Name Total Built-up area (m2) Residential Complex Block – A (5 floors) Residential 5,246.15 Block – B (5 floors) Residential 5,246.15 Block – C (5 floors) Residential 5,320.35 Block – D (5 floors) Residential 5,320.35 Block – E (5 floors) Residential 3,196.65 Block – F (5 floors) Residential 3,245.80 Block – F (5 floors) Commercial 1,534.50 Amenities Block 1,521.95 Sub- total - I 30,631.90 Parking area Stilt floor (Block – A) 1,202.17 Stilt floor (Block – B) 1,202.17 Stilt floor (Block – C) 1,202.17 Stilt floor (Block – D) 1,202.17 Stilt floor (Block – E) 740.73 Stilt floor (Block – F) (comm. & Resi combined) 1,106.02 Stilt floor (Amenities block) 180.58 Sub- total – II 6,836.01 TOTAL (I + II) 37,467.91 2.1 RAW MATERIALS Raw materials are required for constructing walls, roofs, openings, panels, super structure and paving purpose. Walls: Fly ash-based lightweight aerated concrete blocks will be used for construction of walls and rattrap bond method will be followed. This system of bonding saves 25% of the total number of bricks and 40% of the mortar 5 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex Roof: pre-cast / aerated cellular concrete roofing slabs have been used for constructing roof structures. These structures have high rating to fire resistance and provide better insulation. Openings: Precast RCC doors and window frames will be used for openings wherever it is feasible. These are cheaper, stronger, fire resistant, and termite resistant, sustain temperature and humidity variations and are effective substitutes to timber / wood. Super structure: Light weight concrete will be made and mixed with conventional mix for constructing super structure. Aluminum powder when added to lime reacts and form hydrogen bubbles and light weight cementitious material is formed. This material is high strength to weight ratio and an insulation value of R-10 in a 20.32 cm thick wall. Paving of roads: Grass pavers will be used on the road, parking and pedestrian areas. Grass pavers will Reduce heat island effect Minimize storm water runoff Beneficial for localized aquifer recharge Source of Raw materials All the raw materials required for the commercial complex will be sourced from in and around Hyderabad 2.2 WATER REQUIREMENT The total water required for the proposed Residential complex will be met from ground water resources. The total water requirement for proposed Residential complex project will be 164 KLD. 3 KLD will be the water requirement during construction period. The following is the break-up of the total water consumption for project. 6 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex Water Requirement for Domestic and flushing: Description No. of Persons LPCD Water Requirement, KLD Domestic Flushing Total Domestic Flushing Total Residents 1025 (No. of units : 205 105 45 150 107.6 46.2 153.8 No. of persons per unit : 5) Visitors 103 10.5 4.5 15 1.0 0.5 1.5 Employees for 60 (each Block 13.5 31.5 45 0.8 1.9 2.7 Maintenance 10 nos.) Total 109.5 48.5 158.0 Water Requirement for Landscaping: Landscaping Area: 2447.61 m2 Water required per m2 of landscaping area: 2.3 Ltrs / day Total Water required for landscaping: 5.6 KLD (say 6 KLD) Break-up of Water Requirement (in KLD) Requirement Quantity, KLD Source Domestic 110 Ground water Flushing 48 Treated wastewater Landscaping 6 Treated wastewater Total Water Demand 164 2.3 WASTEWATER GENERATION In the proposed project the waste water generated during construction will be sanitary wastewater which will be treated in septic tank followed by soak pit. Total waste water generation during the operation of Residential complex will be 136 KLD. The waste water generated will be treated in separate specifically designed STP and treated waste water will be utilized for flushing operations and greenbelt development and remaining will be discharged into the municipal drain. 7 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex 2.4 WATER BALANCE WATER BALANCE Input in KLD Output in KLD Fresh water 110 Wastewater disposed to Sewerage lines 82 Recycled 54 Treated wastewater will be reused for 48 water flushing purposes. Treated wastewater will be reused for 6 greenbelt development. Evaporation / Losses 28 TOTAL 164 TOTAL 164 2.5 CONSTRUCTION OF RESIDENTIAL COMPLEX In the construction process the following activities will be taken up phase wise manner. The activities are summarized as below. S. No. Type of Work 1. Construction of Compound wall 2. Greenbelt Development 3. Leveling of construction area 4. Excavation for Foundations 5. Foundation PCC, Concrete, Plinth Beam 6. Slab laying 7. Electrical works 8. Brick work 9. Plumbing & Drainage work 10. Stair case for all floors 11. Fixing of Doors & windows 12. Water Proofing works 13. Electrical wiring & Fixtures 14. Fixing of sanitary fittings 15. Plastering works 16. Painting work 17. STP Construction 18. Over head & Underground tank construction 19. Miscellaneous works & amenities development 20. Provision of Backup supply 8 Conceptual Plan M. B. M. R. REAL ESTATES PVT., LTD., (Sri Anjaneya Township) Residential complex 3.0 ENVIRONMENTAL MANAGEMENT PLAN DURING CONSTRUCTION PHASE Environmental pollution is inevitable during the construction phase. The project proponent should take appropriate steps to control pollution during construction phase. The following are the factors requiring control during construction phase. 3.1 SITE PREPARATION In the proposed project, all necessary control measures will be taken during site preparation. The soil type in the area of project site area is Black soil. Sparse vegetation is observed in small portion of the Project area. Hence there will not be much removal of top soil during construction activities. To keep the damage to top soil minimum, excavators will be utilized for construction Top soil excavated during construction activities will be stacked at safe place for reuse at a later stage of construction. 3.2 AIR ENVIRONMENT Dust is the major emission during the construction period. The following control measures will be followed during the construction period Application of dust suppressants will be done Locally available gravel will be applied to the roads and lots, to prevent the dust emanation Measures will be taken to cover the stored materials to prevent the dust emission during high winds Speed of the vehicles in the project area will be limited 20 Kmph Rescheduling the works during high speedy winds Inspection will be done for use of covering sheet to prevent dust dispersion at buildings site 3.3 WATER ENVIRONMENT Water required during the construction the residential complex will be met from the ground water resources.
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