Conceptual plan. Table 1:Area Statement for proposed Corporate Office Complex AREA STATEMENT: -

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1 Conceptual plan Table 1:Area Statement for proposed Corporate Office Complex AREA STATEMENT: - Area of plot= 5293SQM, Sanctioned FAR = 10586SQM as per earlier sanctioned.(2) Sanctioned Built up Area= SQM No. of Floors G+10 Proposed FAR = SQM (3) Proposed Built up Area= SQM No. of Floors= G+18 No. of Basement =2 Nos. Upper Basement =3190 SQM Lower Basement =3190 SQM The building has been constructed upto builtup Area Sqm. PARKING DETAILS Permissible F.A.R = SQM Required car = 16673/50 = SAY 333 ECS Proposed Car Parking Basement -1 = / 18 = SAY 158 ECS Basement -2 = / 18 = SAY 158 ECS Surface Parking = 48.97x8.77/20 = 21.4 SAY 21 ECS Total Parking = = 337 ECS (PROVIDED) LAND COVERAGE Total Plot Area = 5293 SQM Permissible FAR -300% = SQM Green 15% of Perm FAR = SQM Total Permissible FAR = SQM

2 Permissible Ground Coverage 30% of Plot Area = SQM Achieved FAR = SQM Achieved Ground Coverage = SQM Achieved Services Area = SQM Table 2: Water Requirement Details.Water Consumption: During the construction stage, water will be sourced primarily through tankers arranged by the contractor. It is estimated that water demand during the construction phase may vary from 15 to 20 KLD. During the project operational stage,this concept note on the planning & design of water supply system is based on the assumption that water of required quantity shall be made available to the project from Municipal supply and any short fall shall be compensated by potable tanker water. The water demand estimated for the proposedproject is shown in table below. S. No. Description Required Liters / day 1 Domestic water 2200*45=99 KLD 2 Club/Floating of *15 = 6.6 KLD TOTAL KLD 3 Waste Water 80 % of KLD KLD 4 Treated 90 % of KLD 76 KLD 5 Flushing water@30% of Domestic 29.7 KLD 6 5L *5 =5.5 KLD 7 HVAC and DG Cooling 40 KLD TOTAL say 151 KLD Wastewater: During the operation stage, wastewater generation from corporate office Complex project will be KLD, the developer will provide sewage treatment plant of 100 KLD capacity base on FAB/SAFF process for treatment of sewage &sullage water, the treated effluent shall be of a quality suitable for flushing and for horticulture for external areas.

3 Treated effluent from STP will be recycled for flushing as well as for landscaping purpose or as per Noida Authority guidelines. Power Requirement: For the project power will be supplied by Noida Power Company Ltd. The total power required for the Corporate Office Project is estimated to be as around 2250 kva. Appropriate arrangements for drawing power and suitable distribution arrangements will be made. It is understood that the Complex/ building will be supplied power from the Noida Power Company Ltd., however since the source is unstable due to frequent brown out/ black outs, it is proposed that 100% DG power backup shall be provided for the Complex. Some critical loads such as emergency lighting, headend equipment of ELV systems, etc shall be additionally backed up using UPS. For emergency purposes backup is proposed by using DG Sets. Power back up system Recommended DG Sets at 85% loading = 2 nos KVA & 1 nos. 500 KVA. The DG sets will be provided with AMF panels. Fuel consumption for DG sets has been calculated to be 400 ltrs/day of HSD (Low sulphur variety). As per the latest CPCB norms, DG sets have to be installed in acoustic enclosures and silencer. WATER BALANCE DIAGRAM Initial Total Water Requirement (151 KLD) Domestic Water Supply (105.6KLD) Recycled Water Supply (76KLD) HVAC & D.G.Cooling (40 KLD) Flushing Use ( 29.7 KLD) Horticulture (5.5 KLD) 80% To STP (86.48 KLD) 90% From STP (after Treatment) (76 KLD) Approx. Zero Dischjarge Recycled Water Supply ( 76KLD)

4 Solid waste Solid waste generated in the project will comprise mainly of garbage and other wastes of domestic origin. As per an initial estimate solid waste to the tune of 440 Kg/day is expected to be generated from the project. The solid waste generation calculation and their proposed management for the project will be as follows: Table I: Waste Characterization and their Proposed Management Characterization Amount Proposed Management A. Expected Municipal solid waste 440Kg/day generation Biodegradable waste 264 kg/day Bio-composting Non-biodegradable waste 176 kg/day Authorized vendor B. Sludge from STP 2 kg/day Dry cake will be used as manure for Green Area C. Discarded Oil from D.G. sets Periodic Storage and authorized preprocessor for the facility The segregation of solid waste primarily will be at source. The solid waste so generated will be collected and will be stored in a centralized collection chamber within the complex. The solid waste will be managed through some professional organization/ngo. Estimated Additional Quantities of Solid Waste Generated during Operational Phase Municipal Solid Waste Trained persons will be required to separate the waste into four parts i.e. plastic/ polythene, paper, metallic and inert waste, under the supervision of one technical supervisor. The wastes given below can be sell off at their local price or at the given fixed price for recycling, (1)Paper (2) Metal scrap (3) Plastic (4) bottle/glass The segregated inert material will be stored dumped to city land fill area through transporters Biodegradable/ compost able waste shall be handed over to Municipal waste management sites

5 In Hospital complexes, dedicated private sweepers are generally engaged for handling domestic waste, which should identify appropriate site for keeping bin/container for the collection of waste. Appropriate site for keeping bin/container for the collection of waste will be identified on the basis use and near the food courts. Adequate number of collection bins separately for biodegradable and non-biodegradable waste shall be provided as per the Municipal Solid Waste (Management and Handling) Rule, Waste form such bin shall be collected separately an daily basis. Separate colored bins will be provided for biodegradable and non-biodegradable wastes. All the collection bins shall be properly maintained and cleared on regular basis. The solid waste will be collected and taken to a separate centralized collection facility. Final segregation of solid waste into biodegradable, non-biodegradable, and inert fraction into the centralized collection fraction. Arrangements will be made with authorized agency, for providing the garbage station or transfer point, where all wastes collected from bins shall be disposed off for further disposal by the authorities. Horticultural Waste (Leaves, grass and vegetative parts) shall be collected at the secured location such that it shall not hinder daily activity schedule or washed away by the surface run off causing choking of drains, etc. and will be separately disposed off along with biodegradable waste. Monitoring Programme during Construction and Operation Stage Ambient Air Quality Monitoring 1 Parameters to be monitored Respirable Particulate Matter PM 10&2,5 Sulphur Dioxide (SO2) Oxides of Nitrogen (NOX) Carbon Monoxide (CO 2 Sampling Methodology The air quality monitoring should be conducted using High Volume Samplers; CO will be Collected by Peroxide tube method or by portable CO meter. HC should be collected in Mylar Bags. 3 No. of Locations Three locations as one in upwind direction

6 and two locations in downwind direction to be monitored. 4 Frequency of Measurements Quarterly in a two days per monitoring 5 Compliance The monitoring results should be compared with National Ambient Air-Quality Standards. Noise Quality Monitoring 1 Parameters to be monitored Hourly equivalent noise levels for 24 hours 2 Sampling Methodology The noise levels should be recorded using a portable hand held noise level meter. 3 No. of Locations Four locations at boundary fence corner of the office 4 Frequency of Measurements On quarterly basis in a year 5 Compliance The monitoring results should be compared with the National Ambient Noise Quality Standards. Water and Waste Water Quality Monitoring Water and Wastewater sample shall be analyzed to meet the drinking water standard and municipal sewer discharge standards respectively. Water and Waste Water Quality Monitoring Water Quality Monitoring: 1 Parameters to be monitored As per IS 10500:1991 and amendments as enacted 2 No. of locations One locations each at intake and after treatment 3 Frequency of Measurements At least once in a season 4 Compliance The monitoring results should be compared with the preferable and permissible limits of IS 10500:1991 Wastewater Quality Monitoring: 1 Parameters to be monitored BOD, COD, TDS, TSS, Oil & Grease, Heavy Metals, like Pb, Cd, Zn, Hg, Cr, As etc. as per methods specified in APHA 2 No. of locations At intake of Effluent Treatment Plant and at point of discharge 3 Frequency of Measurements Once in season 4 Compliance As per land Disposal Standards of MoEF

7 ENVIRONMENTAL MANAGEMENT SYSTEM The Environmental Management System constitutes provision of an Environmental Division, which should be staffed by an Environmental Engineer / Officer, an Environmental Assistant and other assistant (miscellaneous works). The task assigned should include supervision and co-ordination of studies, monitoring and implementation of environmental mitigation measures.